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Home My WebLink AboutTechDrainageStudyAppendixB(Oct.2001) APPENDIX B TO THE TECHNICAL DRAINAGE STUDY FOR CROWNE HILL TRACTS 23143-F-6-7-8-9-10-11 15-100245.001 October 20001 Prepared for: Communities Southwest, Inc. 181 Old Springs Road Anaheim, Ca. 92808 Phone: (714) 279-6555 Fax: (714) 279-6556 CONSULTING \ i~ RECEIVED OCT 0 8 2001 CITY OF TEMECULA ENGINEERING DEPARTMENT APPENDIX B e ~ -z.. e e e CATCH BASIN & STREET FLOW CALCULATIONS DRAINAGE BASIN 100 LINE M '3 **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:17 OS/29/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 103-106 . 10-YEAR . . . . ************************************************************************** **************************************************************************** <<<<STREET FLOW MODEL INPUT INFORMATION CONSTANT STREET GRADE(FEET/FEET) = 0.005500 CONSTANT STREET FlOW(CFS) = 7.03 ~VERAGE STREETFlOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HAlF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFAll GRADEBREAK(FEET) = lB.OD INTERIOR STREET CROSSFAll(DECIMAl) = 0.020000 OUTSIDE STREET CROSSFAll(DECIMAl) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-lIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO Fill STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.45 HAlFSTREET FLOOD WIDTH(FEET) = 16.91 AVERAGE FLOW VElOCITY(FEET/SEC.) = 2.34 PRODUCT OF DEPTH&VElOCITY = 1.06 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------.-------------------------------------------._--- TIME/DATE OF STUDY: 08:53 06/25/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 107 * 10-YEAR . . . . ************************************************************************** **************************************************************************** ~~~~SUMP TYPE BASIN INPUT INFORMATION==== ~urb InLet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. BASIN INFLOWCCFS) = BASIN OPENING(FEET) DEPTH OF WATER(FEET) = 10.53 0.83 0.83 <<<<CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 4.51 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE eC) Copyright 1982.2000 Advanced Engineering Software eaes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 11:31 06/18/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 107 * 100.YEAR * * * * ************************************************************************** **************************************************************************** ttttSUMP TYPE BASIN INPUT INFORMATION==== ~urb Inlet Capacities are approximated based on the Bureau of ~ubLic Roads nomograph plots for flowby basins and sump basins. BASIN INFlOW(CFS) = BASIN OPENING(FEET) = DEPTH OF WATER(FEET) = 15.80 0.83 0.83 ....CAlCUlATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.77 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ e e e CATCH BASIN & STREET FLOW CALCULATIONS DRAINAGE BASIN 200 LINES L, L 1 & L2 '\ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:18 06/21/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 217 * 10-year * * * * ************************************************************************** **************************************************************************** <<<<STREET FLOW MODEL INPUT INFORMATION~ ..--.-----------------------------------------....---------------...-------- CONSTANT STREET GRADECFEET/FEET) = 0.082000 CONSTANT STREET FLOWCCFS) = 9.12 ~AVERAGE STREET FLOW FRICTION FACTORCMANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAKCFEET) = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALLCDECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTHCFEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIPCFEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ---.--------------------------------.--------------------------------------- STREET FLOW DEPTHCFEET) = 0.34 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 2.24 11.06 6.65 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS . I PROGRAM PACKAGE (C) Copyright 1982~2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license ID 1264 Analysis prepared by: RBF 14725 & Associates Alton Parkway 92618 Irvine, CA ---------------------------------------------------------~------------------ TIME/DATE OF STUDY: 13:18 06/21/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 217 * 10-year . . . . ************************************************************************** **************************************************************************** <<<<FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION===: ---------------------------------------------------------------------------- ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CfS) = 9.12 GUTTER FLOWDEPTH(FEET) = 0.34 BASIN LOCAL OEPRESSION(FEET) = 0.33 FLOWBY BASIN WIOTH(FEET) = 28.00 <<<<CALCULATED BASIN WIDTH fOR TOTAL INTERCEPTION 28.3 ~~~~CALCUlATED ESTIMATED INTERCEPTION(CFS) = 9.1 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associ ates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:07 06/21/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 220 * la-year . . . . ************************************************************************** **************************************************************************** ....FLO~BY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~b Inlet Capacities are approximated based on the Bureau of ~tic Roads nomograph plots for flowby basins and sump basins. STREETFLO~(CFS) = 20.72 GUTTER FLO~DEPTH(FEET) = 0.55 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLO~BY BASIN ~IDTH(FEET) = 28.00 ....CALCULATED BASIN ~IDTH FOR TOTAL INTERCEPTION = 38.7 ttttCALCULATED ESTIMATED INTERCEPTION(CFS) = 17.7 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \0 e e e HEC-RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite 0 Davis, California 95616-4687 (916) 756-1104 x X XXXXXX XXXX XXXX XX XXXX X X X X X X X XX X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X XX X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: CROWNE HILL Project File: Ch.prj Run Date and Time: 6/21/01 11 :52:34 AM Project in English units PLAN DATA Plan Title: Plan 10 Plan File: C:IHEClRASICh.p1D Geometry Title: NORTHSIRE @ 24+00 Geometry File: C:IHEClRASICh.g06 Flow Title Flow File : rev-nat01 : C:IHEClRASICh.f02 Plan Summary Information: Number of: Cross Sections;;: 5 Mulitple Openings;;: 0 Culverts ;;: 0 In line Weirs ;;: 0 Bridges = 0 Computatlonallnformation Water surface calculation tolerance;;: 0.01 Critical depth calculaton tolerance;;: 0.01 Maximum number of interations ;;: 20 Maximum difference tolerance ;;: 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Mixed Flow FLOW DATA Flow Title: rev~nat01 Flow File: C:IHECIRASICh.f02 Flow Data (cfs) River Reach RS PF 1 ~ e e e 5 20.72 Boundary Conditions River Reach Profile Upstream Downstream PF 1 Normal S = .05 Normal S = .05 GEOMETRY DATA Geometry Title: NORTHSIRE @ 24+00 Geometry File: C:\HEC\RAS\Ch.g06 CROSS SECTION RIVER: 1 REACH: 1 RS: 5 INPUT Description: S= 5.36% Station Elevation Data nurn::; 9 8ta Elev Sta Elev Sta Elev -6 5.6 0 5.68 0 5.18 38 3.82 40 3.66 40 4.16 Sta Elev Sta Elev 2 5.34 20 4.56 46 4.28 Manning's n Values nurn= 3 Sla n Val Sta n Val Sta n Val -6 .015 -6 .015 46 .015 Bank 8ta: Left Right Lengths: Left Channel Right Coaff Contr. Expan. -6 46 10 10 10 .1.3 CROSS SECTION RIVER: 1 REACH: 1 RS:4 INPUT Description: S= 5.36% Station Elevation Data nurn= 9 Sla Elev Sta Elev Sla Elev -6 5.26 0 5.14 0 4.64 38 3.28 40 3.12 40 3.62 Sla Elev Sla Elev 2 4.8 20 4.02 46 3.74 Manning's n Values nurn= 3 Sla n Val Sla n Val Sta n Val -6 .015 -6 .015 46 .015 Bank 8ta: Left Right Lengths: Left Channel Right Coaff Contr. Expan. -6 46 10 10 10 .1.3 CROSS SECTION RIVER: 1 REACH: 1 RS:3 INPUT Description: S= 5.36% Station Elevation Data nurn= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -6 4.72 0 4.6 0 4.1 2 4.26 20 3.48 38 2.74 40 2.58 40 3.08 46 3.2 Manning's n Values nurn:;; 3 Sla n Val Sta n Val Sta n Val -6 .015 -6 .015 46 .015 Bank Sta: Left Right Lengths: Left Channel Right Coef! Contr. Expan. -6 46 10 10 10 .1.3 CROSS SECTION RIVER: 1 REACH: 1 RS: 2 \'1-- e e e INPUT Description: S= 5.36% Station Elevation Data nurn= 9 Sta Elev Sta Elev Sta Elev -6 4.18 0 4.06 0 3.56 38 2.2 40 2.04 40 2.54 Sta Elev Sta Elev 2 3.72 20 2.94 46 2.66 Manning's n Values num= Sta n Val Sta n Val .6 .015 -6 .015 3 Sta n Val 46 .015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .6 46 10 10 10 .1.3 CROSS SECTION RIVER: 1 REACH: 1 RS: 1 INPUT Description: Station Elevation Data num; 9 Sta Eiev Sta Elev Sta Elev -6 3.64 0 3.52 0 3.02 38 1.66 40 1.5 40 2 Sta Elev Sta Elev 2 3.18 20 2.4 46 2.12 Manning's n Values num= 3 Sta n Val Sta n Val Sta- n Val -6 .015 -6 .015 46 .015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. -6 46 0 0 0 .1.3 SUMMARY OF MANNING'S N VALUES River:1 Reach River Sta. n1 n2 n3 5 .015 .015 .015 4 .015 .015 .015 3 .015 .015 .015 2 .015 .015 .015 1 .015 .015 .015 SUMMARY OF REACH LENGTHS River: 1 Reach River 8ta. Left Channel Right 1 5 10 10 10 1 4 10 10 10 1 3 10 10 10 1 2 10 10 10 1 1 0 0 0 SUMMARY OF CONTRACTION AND EXPANSiON COEFFICiENTS River: 1 Reach River Sta. Contr. Expan. 5 .1.3 \'!:. 4 .1 .3 1 3 .1 .3 e 1 2 .1 .3 1 1 .1 .3 1 e . \6.;.. e 5.5 CROWNE HILL Plan 10 6/21/01 1 5.0 4.5 4.0 , / - c e .9 3.5 ro > ID iij . / / / , / / / 3.0 / .,' 2.5 / 2.0 10 / / / / / / / / , , / , / / / / / / / / / / / / / 20 Main Channel Distance (ft) 30 'I legend EG PF 1 ---------+--------- Crit PF 1 WS PF 1 / . Ground 40 \"5' e e e HEc-RAS Plan; Plan 01 ~\~"Cr-~~-\+,,>~; ,1~: ',~~'!i<-:-j ;<. 5'" 4' 3, 2' .:;;~;~", 1'<" tvapr.:; ?'2'{) ;,.pr.~ '!bMli{CffiEl~ MWiSl'E1ev!4 ;,',Cl1fWiSr; ~"X tt\j:~;{fl /;i}1:l ;"",^~'jfi: 3.66 4.20 4.40 3.12 3.66 3.86 2.511 3.12 3.32 2.04 2.58 2.78 1.50 2.05 2.24 '.;Flow'Ai88.-i: L1';($Q:ft},_i; 7.50 2.76 7.63 2.71 7.48 2.77 7.62 2.72 7.44 2.79 'rOPWidlti .~FrOOde#'Ctlr~-< '(ftL~<: 13.50 2.92 13.23 2.97 13.55 2.91 13.26 2.96 13.63 2,90 \Ce **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license 10 1264 Analysis prepared by: RBF 14725 & Associates Alton Parkway 92618 Irvine, CA ---------------------------------------------------------------.------------ TIME/DATE OF STUDY: 13:35 06/25/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 230 * 10-year . . . . ************************************************************************** **************************************************************************** <<<<SUMP TYPE BASIN INPUT INFORMATION==== ----------------------------------------.----------------------------------- Jllliurb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for ftowby basins and sump basins. BASIN INFLOW(CFS) = BASIN OPENING(FEET) = DEPTH OF WATER(FEET) = 5.40 0.83 0.83 <<<<CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 2.31 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982.2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 -------------..-.--------.-------.-----------.-----------.-..--------------- TIME/DATE OF STUDY: 14:03 06/21/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 226 * 10-year . ************************************************************************** **************************************************************************** ~~~~STREETFlOW MODEL INPUT INFORMATION==== ------------..------------------------------.------------------------.------ CONSTANT STREET GRAOElFEET/FEET) = 0.082000 CONSTANT STREET FLOWlCFS) = 0.93 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSS FAll GRADEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKElFEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MOOEL RESULTS: ----..---------------.---------------------------.--------.-----------.-.--- STREET FLOW DEPTH(FEET) = 0.16 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) = PROOUCT OF DEPTH&VELOCITY = 0.86 2.00 5.51 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e . . . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF 14725 & Associates ALton Parkway 92618 Irvine, CA ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 14:04 06/21/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 226 * 10-year . . . . ************************************************************************** **************************************************************************** <<<<FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION===: ---------------------------------------------------------------------------- ~urb Inlet Capacities are approximated based on the Bureau of ~Ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 0.93 GUTTER FLOWDEPTH(FEET) = 0.16 BASIN LOCAL DEPRESSION(FEET) FLOWBY BASIN WIDTH(FEET) = 0.33 6.00 ~~(tCALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION 6.3 <<<<CALCULATED ESTIMATED INTERCEPTION(CFS) = 0.9 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \u.. **************************************************************************** e HYORAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982M2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF 14725 & Associates ALton Parkway 92618 Irvine, CA MM--____MMMMM____MMM____MM_____M______MMM_M~___MMMMMM______M_MMMM____M__M___ TIME/DATE OF STUDY: 14:07 06/21/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * nodes 204 and 207 * 10-year * * * * ************************************************************************** **************************************************************************** ....SUMP TYPE BASIN INPUT INFORMATION==== -----___MMMMM___M_MM________M__M______M_M_MM__M_______________M__M_________M ~Curb Inlet Capacities are approximated based on the Bureau of ~ubLic Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = BASIN OPENING(FEET) DEPTH OF WATER(FEET) = 7.41 0.83 0.83 ....CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 3.17 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . 7P **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associ ates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 09:21 06/25/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 204 AND 207 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....SUMP TYPE BASIN INPUT INFORMATION===: ~urb Inlet Capacities are approximated based on the BUreau of ~ublic Roads nomograph plots for flowby basins and sump basins. BASIN INFLO~(CFS) = BASIN OPENING(FEET) DEPTH OF ~ATER(FEET) = 11.20 D.B3 0.83 ((((CALCULATED ESTIMATED SUMP BASIN ~IDTH(FEET) 4.80 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . -z,\. **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license ED 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 14:11 06/18/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 217 * 100- YEAR . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~rb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 17.73 GUTTER FLOWDEPTH(FEET) = 0.40 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 46.3 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 13.2 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . '],,1// **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 16:08 OS/25/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 217 * * I/)? --;~AJC * * * ************************************************************************** **************************************************************************** <<<<STREET FLOW MODEL INPUT INFORMATION===== CONSTANT STREET GRADECFEET/FEET) ; 0.082000 CONSTANT STREET FLOWC CFS); 17.73 eVERAGE STREET FLOW FRICTION FACTORCMANNING) ; 0.015000 ONSTANT SYMMETRICAL STREET HALF.WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAKCFEET) 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALLCDECIMAL) ; 0.020000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET); 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET); 2.00 CONSTANT SYMMETRICAL GUTTER-LIPCFEET); 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET); 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET); 0.40 HALFSTREET FLOOD WIDTHCFEET); 14.19 AVERAGE FLOW VELOCITYCFEET/SEC.); 8.21 PRODUCT OF DEPTH&VELOCITY; 3.28 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e j..? **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 15:56 OS/25/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION Of STUDY ************************** * node 220 . . lro - VIE..A(( . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~Curb Inlet Capacities are approximated based on the Bureau of ~pubLic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 31.BB GUTTER FLOWDEPTH(FEET) = 0.62 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 52.5 ttttCAlCULATED ESTIMATED INTERCEPTION(CfS) = 22.9 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e 'J,A.. e . e HEC-RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite 0 Davis, Califomia 95616-4687 (916) 756-1104 x X XXXXXX XXX)( XXX)( XX XXX XX XXXXX X XX X XXXXX XXXXXXX XXX)( X XXX XXX)( X XX X XX X X X XX XX XXXX X X XXXXXX XXX)( X X X XXX)( xxxxxx X X X XXXXX XXX)( PROJECT DATA Project Title: CROWNE Hill Project File : Ch.p~ Run Date and Time: 6/25/01 9:04:59 AM Project in English units PLAN DATA Pian Title: Plan 10 Plan File: C:IHEClRASICh.p10 Geometry Title: NORTHSIRE @ 24+00 Geometry File: C:IHEClRASICh.g06 Flow Title : rev.nat01 Flow File : C:IHECIRASICh.f02 Plan Summary Information: Number of: Cross Sections = 5 Mulitple Openings = 0 Culverts = 0 Inline Weirs = 0 Bridges ;::: 0 Computational Information Water surface calculation tolerance;::: 0.01 Critical depth calculaton tolerance = 0.01 Maximum number of interations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor ::: 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Mixed Flow FLOW DATA Flow Title: rev-nat01 Flow File: C:IHEClRASICh.fD2 Flow Data (cfs) River Reach 1 1 RS PF 1 31.88 5 ~4 e e . Boundary Conditions River Reach Profile Upstream Downstream PF 1 Normal S = .05 Normal S = .05 GEOMETRY DATA Geometry Title: NORTHSIRE @ 24+00 Geometry File: C:\HEC\RAS\Ch.g06 CROSS SECTION RIVER: 1 REACH: 1 RS: 5 INPUT Description: S= 5.36% Station Elevation Data nurn= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -6 5.8 0 5.68 0 5.18 2 5.34 20 4.56 38 3.82 40 3.66 40 4.16 46 4.28 Manning's n Values Sta n Val Sta -6 .015 -6 nurn= 3 n Val Sta n Val .015 46 .015 Sank Sta: Left Right Lengths: Left Channel Right Coef! Contr. Expan. -6 46 10 10 10 .1.3 CROSS SECTION RIVER: 1 REACH: 1 RS: 4 INPUT Description: S= 5.36% Station Elevation Data nurn= 9 Sta Elev Sta Elev Sta Elev -6 5.26 0 5.14 0 4.64 38 3.28 40 3.12 40 3.62 Sta Elev Sta Elev 2 4.8 20 4.02 46 3.74 Manning's n Values nurn= 3 Sta n Val Sta n Val Sta n Val -6 .015 -6 .015 46 .015 Sank Sta: Left Right Lengths: Left Channel Right Coef! Contr. Expan. -6 46 10 10 10 .1.3 CROSS SECTION RIVER: 1 REACH: 1 RS: 3 INPUT Description: S= 5.36% Station Elevation Data nurn= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -6 4.72 0 4.6 0 4.1 2 4.26 20 3.48 38 2.74 40' 2.58 40 3.08 46 3.2 Manning's n Values Sta n Val Sta -6 .015 -6 nurn= 3 n Val Sta n Val .015 46 .015 Bank 8ta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. -6 46 10 10 10 .1.3 CROSS SECTION RIVER: 1 REACH: 1 RS: 2 r;,.~ e INPUT Description: S= 5.36% Station Elevation Data nurn= 9 Sta Elev Sta Elev 8ta Elev -6 4.18 0 4.06 0 3.56 38 2.2 40 2.04 40 2.54 Sta Elev Sta Elev 2 3.72 20 2.94 46 2.66 Manning's n Values num= Sta n Val Sta n Val -6 .015 -6 .015 3 Sta n Val 46 .015 Bank Sta: Left Right Lengths: Left Channel Right Coef! Contr. Expan. -6 46 10 10 10 .1.3 CROSS SECTION RIVER: 1 REACH: 1 RS: 1 INPUT Description: Station Elevation Data nurn-= 9 Sta Elev 8ta Elev 8ta Elev -6 3.64 0 3.52 0 3.02 38 1.66 40 1.5 40 2 Sta Elev 8ta Elev 2 3.18 20 2.4 46 2.12 Manning's n Values nurn= 3 Sta n Val Sta n Val Stan Val -6 .015 -6 .015 46 .015 Bank Sta: Left Right Lengths: Left Channel Right Coef! Contr. Expan. -6 46 0 0 0 .1.3 SUMMARY OF MANNING'S N VALUES . River:1 Reach RlverSta. n1 n2 n3 5 .015 .015 .015 4 .015 .015 .015 3 .015 .015 .015 2 .015 .015 .015 1 .015 .015 .015 SUMMARY OF REACH LENGTHS River: 1 Reach River 8ta. Left Channel Right 1 5 10 10 10 1 4 10 10 10 1 3 10 10 10 1 2 10 10 10 1 1 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: 1 e Reach River Sta. Contr. Expan. 5 ,1.3 ~'\. 4 .1 .3 1 3 .1 .3 e 1 2 .1 .3 1 .1 .3 1 1 e e 1/6 e e . HEC.RAS Plan" Plan 01 River. 1 Reach- 1 Read"!', ;'R1iierSta" ',:Max ChI Dpiil:' "cH6iiil~.iJ': i:M1nChEI: ;"W:S::Elev:; ,i.CritW.S:,," i E.G.Elev:; ;:;e.G.'SIOpe VeLChnlj. , Flow Area .'TopWidIK, !FroudaItChl" ~:"/';,"."'-- :,.',., \,2;-*:\;/. "\i:i :'.(fl): ',.', , ":j(cfs).L:'" (ftl~ :! ':. 'f (fl) ~" ,~ " .(ft) (ft)_..... (MI) , " (ftlaf) : (sq Jl)'~' :; (ft)>"". >- ~'- .' , J<-"' "',<:S 5 -:: 0.62 31.66 3.56 4.28 4.52 5.22 0.050056 7.76 4.11 19.31 2.96 F'-':~': 4',:1' "";. 0.62 31.88 3.12 3.74 3.98 4.70 0.052283 7.87 4,05 19.23 302 l' i.' '3~ ',;:Ii'..: 0.61 31.86 2.58 3.19 3.44 4.26 0.059201 8.30 3.84 18.52 3.21 1t-"'. " 2 , ( 0.61 31.88 2.04 2.55 2.90 3.76 0.062077 8.47 3.76 18.19 3.28 " /<, . , ..,( 0.61 31.88 1.50 2.11 2.36 3.15 0.056847 8.15 3.91 18.80 3.15 ~<>... **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 14:27 06/18/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 226 * * 100 ' YE.A~ * * * ************************************************************************** **************************************************************************** ....STREETFLDW MODEL INPUT INFDRMATION==== CONSTANT STREET GRADE(FEET/FEET) = 0.082000 CONSTANT STREET FLOW(CFS) = 5.41 .....VERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ~ONSTANT SYMMETRICAL STREET HAlF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 20.00 INTERIOR STREET CROSSFALLCDECIMAL) = 0.020000 OUTSIDE STREET CROSSFALLCDECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTHCFEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIPCFEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKECFEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTHCFEET) = 0.29 HALFSTREET FLOOD WIDTHCFEET) = AVERAGE FLOW VELOCITYCFEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = 1.77 8.56 6.14 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 14:26 06/18/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 226 . . 100 - Y.E.J.t:- . . . ************************************************************************** **************************************************************************** <<<<FLOUBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~rb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLOWCCFS); 5.41 GUTTER FLOWDEPTHCFEET); 0.29 BASIN LOCAL DEPRESSION(FEET); 0.33 FLOWBY BASIN WIDTHCFEET); 13.30 <<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION; 19.8 <<<<CALCULATED ESTIMATED INTERCEPTIONCCFS); 4.2 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . :f.. **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 14:06 06/21/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * nodes 204 and 207 * 100-year . . . . ************************************************************************** **************************************************************************** ~~~~SUMP TYPE BASIN INPUT INFORMATION ~urb Inlet Capacities are approximated based on the Bureau of ~bLic Roads nomograph plots for flowby basins and sump basins. BASIN INFLOY(CFS) = BASIN OPENING(FEET) DEPTH OF YATER(FEET) = 11.20 0.83 0.83 ....CALCULATED ESTIMATED SUMP BASIN YIDTH(FEET) 4.80 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e -'?tz.-. **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associ ates 14725 Alton Parkway Irvine, CA 92618 ------------------------------------------.---------------~---------------~- TIME/DATE OF STUDY: 13:07 07/17/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 230 . . . 100 - YF.Ii (( . . ************************************************************************** **************************************************************************** ....SUMP TYPE BASIN INPUT INFORMATION==== ~urb Inlet Capacities are approximated based on the Bureau of ~UbllC Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = BASIN OPENING(FEET) DEPTH OF WATER(FEET) = 8.93 0.83 0.83 ....CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 3.83 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ e CATCH BASIN & STREET FLOW CALCULATIONS: DRAINAGE BASIN 300 e LINES A, A1, A2, A3, & A4 . ?!'- **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982~2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine. CA 92618 TIME/DATE OF STUDY: 13:32 OS/29/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODES 302-311 * 10-YEAR * * * * ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION==== CONSTANT STREET GRADE(FEET/FEETl = 0.015446 CONSTANT STREET FLOW(CFSl = 12.11 ~ERAGE STREETFLOW FRICTION FACTOR(MANNING) 0.015000 ~NSTANT SYMMETRICAL STREET HALF-YIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEETl = lS.DO INTERIOR STREET CROSSFALL(DECIMALl = 0.020000 OUTSIDE STREET CROSSFALL(DECIMALl = O.OSOOOO CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500' FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOY DEPTH(FEET) = 0.47 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.l PRODUCT OF DEPTH&VELOCI1Y = 1.76 17.47 3.79 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:49 OS/29/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * 10-YEAR . NODES 310 AND 311 . . . . ****************************************~********************************* **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~rb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CfS) = 16.43 GUTTER FLOWDEPTH(fEET) = 0.50 BASIN LOCAL DEPRESSIONCFEET) = 0.33 FLDWBY BASIN WIDTHCFEET) = 7.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 33.9 ....CALCULATEO ESTIMATED INTERCEPTION(CFS) = 5.1 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982~2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:48 OS/29/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 310 1ND 311 * 10~YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION==== CONSTANT STREET GRADE(FEET/FEET) = 0.016000 CONSTANT STREET FLOW(CFS) = 16.43 ~ERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HAlF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 1B.DO INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.50 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 2.15 19.16 4.30 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 15:32 OS/29/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- **************************.OESCRIPTION OF STUDY ************************** . NODES 310-324 . . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION CONSTANT STREET GRADE(FEET/FEET) = 0.011850 CONSTANT STREET FLOW(CFS) = 12.48 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) 0.015000 ~NSTANT SYMMETRICAL STREET HAlF-WIDTHCFEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(OECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.49 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.69 18.59 3.46 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License ID 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 15:33 OS/29/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 327-323 . . . . . ***************************************~********************************** **************************************************************************** <<<<STREET FLOW MODEL INPUT INFORMATION==== CONSTANT STREET GRADE(FEET/FEET) = 0.013100 CONSTANT STREET FLOW(CFS) = 7.69 eVERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ON STANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.66 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.35 PRODUCT OF DEPTH&VELOCITY = 1.37 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 AnaLysis prepared by: ReF & Associates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 16:39 OS/29/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 311-323 * . . . . ************************************************************************** **************************************************************************** q~~~STREETFLOW MODEL INPUT INFORMATION==== CONSTANT STREET GRADE(FEET/FEET) = 0.012280 CONSTANT STREET FLOW(CFS) = 12.89 ~ERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTHCFEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 18.00 INTERIOR STREET CROSSFALLCDECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTHCFEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKECFEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.49 HALFSTREET FLOOD WIDTH(FEET) = 18.59 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.58 PRODUCT OF DEPTH&VELOCITY = 1.75 ************************** DESCRIPTION OF STUDY ************************** . NODES 311-323 . . . . . ************************************************************************** **************************************************************************** ~REETFLOW MODEL INPUT INFORMATION ~---------------------------------------------------------------------- CONSTANT STREET GRADECFEET/FEET) = 0.012280 CONSTANT STREET FLOWCCFS) = 12.89 AVERAGE STREET FLOW FRICTION FACTORCMANNING) 0.015000 ~ CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 .TSIDE STREET CROSSFALL(DECIMAL) = 0.080000 STANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 ONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0_'2500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.49 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.75 18.59 3_58 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License to 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 09:06 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 323 324 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....SUMP TYPE BASIN INPUT INFORMATION==== erb Inlet Capacities are approximated based on the Bureau of blic Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = BASIN OPENING(FEET) DEPTH OF WATER(FEET) = 27.40 0.83 0.83 ttttCAlCUlATED ESTIMATED SUMP BASIN WIDTH(FEET) = 11. 74 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e A.'V **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982R2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 08:18 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODES 310 AND 311 * 1DD-YEAR * * * * ************************************************************************** **************************************************************************** ((((STREETFLOW MODEL INPUT INFORMATION==== CONSTANT STREET GRADE(FEET/FEET) = 0.016000 CONSTANT STREET FLOW(CFS) = 49.53 ~ERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ***STREET FLOWING FULL*** ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.57 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 2.73 20.00 4.83 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license ID 1264 Analysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 08:19 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 310 311 . 100-YEAR . . . . ************************************************************************** **************************************************************************** <<<<FLOYBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~urb Inlet Capacities are approximated based on the Bureau of ~PubLic Roads nomograph plots for flowby basins and sump basins. STREETFLOY(CFS); 24.77 GUTTER FLOYDEPTH(FEET); 0.57 BASIN LOCAL DEPRESSION(FEET); 0.33 FLOYBY BASIN YIDTH(FEET); 7.00 <<<<CALCULATED BASIN YIDTH FOR TOTAL INTERCEPTION; 44.6 <<<<CALCULATED ESTIMATED INTERCEPTION(CFS); 6.2 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . M e e I i , . CATCH BASIN & STREET FLOW CALCULATIONS: DRAINAGE BASIN 400 LINE B3 (E-1, A.D.159) A~ **************************************************************************** e HYDRAULIC ELEMENTS . I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:07 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 417 * 10-YEAR . . . . ************************************************************************** **************************************************************************** ....FLO~BY CATCH BASIN INLET CAPACITY INPUT INFORMATION ~rb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby baslns and sump baslns. STREETFLO~(CFS) = 17.34 GUTTER FLO~DEPTH(FEET) = 0.56 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLO~BY BASIN ~IDTH(FEET) = 28.00 ....CALCULATED BASIN ~IDTH fOR TOTAL INTERCEPTION = 31.8 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 16.4 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 9-::- ; 8. q~) cis - I. {",)('-(.'" . /7, 3ttC/j 4, **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:04 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 417 . . . . . ************************************************************************** **************************************************************************** <<<<STREET FLOW MODEL INPUT INFORMATION~ CONSTANT STREET GRADECFEET/FEET) = 0.009200 CONSTANT STREET FLOWCCFS) = 18.97 ~VERAGE STREET FLOW FRICTION FACTORCMANNING) 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALLCDECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTHCFEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ***STREET FLOW SPLITS OVER STREET-CROWN*** FULL DEPTHCFEET) = 0.56 FLOOD WIDTH(FEET) = 22.00 FULL HALF-STREET FLOW(CFS) = 17.34 FULL HALF-STREET VELOCITY(FEET/SEC.) = 3.48 SPLIT DEPTHCFEET) = 0.28 SPLIT FLOOD WIDTHCFEET) = 7.94 SPLIT FLOWCCFS) = 1.63 SPLIT VELOCITYCFEET/SEC.) = 2.10 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. _REET FLOW DEPTH(FEET) = 0.56 LFSTREET FLOOD WIDTH(FEET) = 22.00 VERAGE FLOW VELOCITYCFEET/SEC.) = 3.48 PRODUCT OF DEPTH&VELOCITY = 1.93 ============================================================================ ~ ;::: Z8,5'3c-(~ -/i,l?ch(w~?{ /7.3'fc' -/5 **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:19 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 417 * 1DO-YEAR * * * * ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION CONSTANT STREET GRADE(FEET/FEET) = 0.009200 CONSTANT STREET FLOW(CFS) = 28.53 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTHCFEET) 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS Q (f? 03 ***STREET FLOW SPLITS OVER STREET-CROWN*** FULL DEPTH(FEET) = 0.56 FLOOD WIDTH(FEET) = 22.00 FULL HALF-STREET FLOW(CFS) 17.34 FULL HALF-STREET VELOCITY(FEET/SEC.) = 3.48 SPLIT DEPTH(FEET) = 0.49 SPLIT FLOOD WIDTH(FEET) = SPLIT FLOW(CFS) = 11.19 SPLIT VELOCITY(FEET/SEC.) 18.56 3.12 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.56 ~LFSTREET FLOOD WIDTH(FEET) = 22.00 ~VERAGE FLOW VELOCITY(FEET/SEC.) = 3.48 PRODUCT OF DEPTH&VELOCITY = 1.93 ============================================================================ "" A~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license 10 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:20 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 417 . . . . 100-YEAR . ************************************************************************** **************************************************************************** <<<<FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION===: ~rb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 17.34 GUTTER FLOWDEPTH(FEET) = 0.56 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 <<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION 31.8 <<<<CALCULATED ESTIMATED INTERCEPTION(CFS) 16.4 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Q.: 2.8?"3c+j - 11II f{ d'7 C, fdl 0/}.-L0) ::. /73 ft-/{, e ~G... e e e CATCH BASIN & STREET FLOW CALCULATIONS DRAINAGE BASIN 500 LINE B (E, A.D.159) 9 **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 09:25 09/17/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 506 . 10-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION===: ---------------------------------------------------------------------------- CONSTANT STREET GRADECFEET/FEETl = 0.016000 CONSTANT STREET FLOW(CFSl = 18.56 ~AVERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEETl = 20.00 INTERIOR STREET CROSSFALL(DECIMALl = 0.020000 OUTSIDE STREET CROSSFALL(DECIMALl = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTHCFEETl = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEETl = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEETl = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEETl = 0.52 HALFSTREET FLOOD WIDTHCFEET) = 20.44 AVERAGE FLOW VELOCITYCFEET/SEC.l = 4.29 PRODUCT OF DEPTH&VELOCITY = 2.25 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---~----~~~---------~---------~~------~~-----~~~---~.._..__._-------~~-._--- TIME/DATE OF STUDY: 13:38 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 506 * 'O~YEAR . . . . ************************************************************************** **************************************************************************** <<<<FLOW8Y CATCH BASIN INLET CAPACITY INPUT INFORMATION==== -_..._-_._-----------_._._~~----------~~-_._-----------_.~.-~.~~---_.._-~--~ ~urb Inlet Capacities are approximated based on the Bureau of ~UbljC Roads nomograph plots for ftowby basins and sump basins. STREETFLOW(CFS) = 18.56 GUTTER FLDWDEPTH(FEET) = 0.52. BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOW8Y 8ASIN WIDTH(FEET) = 28.00 <<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 36.8 <<<<CALCULATED ESTIMATED INTERCEPTION(CFS) 16.3 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 09:27 09/17/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 506 * 100-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION==== ---------------------------------------------------------------------------- CONSTANT STREET GRADECFEET/FEET) = 0.016000 CONSTANT STREET FLOWCCFS) = 27.69 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALLCDECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIPCFEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ***STREET FLOW SPLITS OVER STREET-CROYN*** FULL DEPTHCFEET) = 0.56 FLOOD WIDTH(FEET) 22.00 FULL HALF-STREET FLOWCCFS) = 22.86 FULL HALF-STREET VELOCITYCFEET/SEC.) = 4.58 SPLIT DEPTHCFEET) = 0.35 SPLIT FLOOD WIDTH(FEET) = SPLIT FLOWCCFS) = 4.83 SPLIT VELOCITYCFEET/SEC.) 1'.69 3.19 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ----------------------------------------------------------.----------------- NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTHCFEET) = 0.56 ~ALFSTREET FLOOD WIDTH(FEET) = 22.00 ~VERAGE FLOW VELOCITY(FEET/SEC.) = 4.58 PRODUCT OF DEPTH&VELOCITY = 2.55 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ~~ t*************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:55 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** , NODE 506 Ir 100-YEAR * * , * ************************************************************************** Ir*************************************************************************** '<<<FLOWBY,CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~b Inlet Capacities are approximated based on the Bureau of ~Lic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 22.86 GUTTER FLOWDEPTH(FEETl = 0.56 BASIN LOCAL DEPRESSION(FEETl = 0.33 FLOWBY BASIN WIDTH(FEETl = 28.00 <<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 41.9 <<<<CALCULATEO ESTIMATED INTERCEPTION(CFS) = 18.7 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Q =- ;;).. 7- (,'1 c...{ -;, - Lf., fj 3 r+.s (JiZw" (to"V) -=- 1,_ Z 7, 'i' ('"(1. ~A., e CATCH BASIN & STREET FLOW CALCULATIONS: DRAINAGE BASIN 600 e LINE B (E, A.D.159), B1 & B2 e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Retease Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvlne, CA 92618 ------~-~....._-------------~~-----_._~.._--------~._-._~-----------~-~--_.- TIME/DATE OF STUDY: 15:46 05/30/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 602 605 . 100-YEAR . . . . ************************************************************************** **************************************************************************** t444SUMP TYPE BASIN INPUT INFORMATION===: -~~-~---------------~--------------------~---_._-------_._.._--~--._-------- ~rb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = BASIN OPENINGCFEET) = DEPTH OF WATERCFEET) = 22.39 0.83 0.83 ....CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.59 ============================================================================ . ~ e CATCH BASIN & STREET FLOW CALCULA TIONS DRAINAGE BASIN 800 e LINES C, C1, C2, C3 & C4 e -s"-- **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 .-------.-.----.--------.-----------------.----.-----.-------._---------._-- TIME/DATE OF STUDY: 16:40 05/31/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 821 . 10-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION==== -------------------------------...------------------------------------------ CONSTANT STREET GRADE(FEET/FEET) = 0.005000 CONSTANT STREET FLOW(CFS) = 8.02 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: -----------_.~-------------------------------------~---------------._------- STREET FLOW DEPTH(FEET) = 0.49 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VElOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.09 18.59 2.22 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 16:41 05/31/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 821 * 10-YEAR * * * * ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ---------------------------------------------------------------------------- ~urb Inlet Capacities are approximated based on the Bureau of ~Ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 8.02 GUTTER FLOWDEPTH(FEET) = 0.49 BASIN LOCAL DEPRESSION(FEET) FLOWBY BASIN WIDTH(FEET) = 0.33 7.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 16.9 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 4.6 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982~2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------~~-~------------------------~-------------------------------------- TIME/DATE OF STUDY: 09:12 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NOCES 835 AND 840 . . . * 10-YEAR . ************************************************************************** **************************************************************************** ~(44STREETFLOW MODEL INPUT INFORMATION===: --------------~-----------~~-----------------------~--------~--------------- CONSTANT STREET GRAOE(FEET/FEET) = 0.005000 CONSTANT STREET FLDY(CFS) = 33.52 .....VERAGE STREETFLOY FRICTION FACTOR(MANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROYN TO CROSS FALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-YIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOY ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ***STREET FLOWING FULL*** ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ----~----------------------------------------------------------------------- NOTE: STREET FLOY EXCEEDS TOP OF CURB. THE FOLLOYING STREET FLOY RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOY OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOY DEPTH(FEET) = 0.58 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOY VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.78 20.00 3.04 ============================================================================ . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 -----..~._-----------~-------_.._--------_.._._-----~-------...------------- TIME/DATE OF STUDY: 09:14 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODES 835 AND 840 * 10-YEAR * ************************************************************************** **************************************************************************** ....FLOWBY CATCH 8ASIN INLET CAPACITY INPUT INFORMATION===: --------------_.._------_.._------~...._._------~..._----..----------------- ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 16.76 GUTTER FLOWDEPTH(FEET) = 0.58 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 21.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 29.6 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 14.3 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . * * * ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 -~----------~---------~--------------~~-------~-------------------------~--- TIME/DATE OF STUDY: 14:31 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 841 * 10-YEAR . . . . ************************************************************************** **************************************************************************** tettSTREETFLOW MODEL INPUT INFORMATION==== -----------~-------~-----------------------------------------------~-------- CONSTANT STREET GRADE(FEET/FEET) = 0.005000 CONSTANT STREET FLOW(CFS) = 4.74 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = O.OBOODD CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER'HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ---------~..._------------._------------------..._-------------------------- STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF OEPTH&VELOCITY = 0.B5 14.66 2.06 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . 1e'V **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 14:32 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 841 . 10-YEAR . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~urb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 4.74 GUTTER FLOWDEPTH(FEET) = 0.41 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTHCFEET) = 12.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 12.1 ....CALCULATED ESTIMATED INTERCEPTIONCCFS) = 4.7 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 14:30 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NOOE 842 . 10.YEAR . . . . ************************************************************************** **************************************************************************** <<<<STREETFLO~ MODEL INPUT INFORMATION==== CONSTANT STREET GRADE(FEET/FEET) = 0.005000 CONSTANT STREET FLO~(CFS) = 6.03 .ERAGE STREETFLO~ FRICTION FACTOR(MANNING) = 0.015000 NSTANT SYMMETRICAL STREET HAlF-WIDTH(FEET) 20.00 DISTANCE FROM CRO~N TO CROSSFALL GRADEBREAK(FEET) lB.DD INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = O.DBOOOO CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER.~IDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER.LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLO~ ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLD~ MODEL RESULTS: STREET FLO~ DEPTH(FEET) = 0.44 HALFSTREET FLOOD ~IDTH(FEET) = 16.34 AVERAGE FLO~ VELOCITY(FEET/SEC.) = 2.14 PRODUCT OF DEPTH&VELOCITY = 0.95 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982M2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associ ates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 14:30 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE . 842 . 10-YEAR . . . ************************************************************************** **************************************************************************** <<<<FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== "-"urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLDW(CFS) = 6.03 GUTTER FLOWDEPTHCFEET) = 0.44 BASIN LOCAL DEPRESSIONCFEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 14.00 <<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 14.2 <<<<CALCULATED ESTIMATED INTERCEPTION(CFS) = 6.0 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e (p~ **************************************************************************** RBF & Associates 14725 Alton Parkway Irvine, CA 92618 5'h~~ f- fk~~ ~ e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: TIME/DATE OF STUDY: 15:41 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * nodes 816 - 821 * 10-year * * * * ************************************************************************** **************************************************************************** ....STREETFLO~ MODEL INPUT INFORMATION CONSTANT STREET GRADECFEET/FEET) = 0.004700 CONSTANT STREET FLO~CCFS) = 6.18 ~VERAGE STREETFLO~ FRICTION FACTORCMANNING) 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-~IDTH(FEET) 20.00 DISTANCE FROM CRO~N TO CROSS FALL GRADEBREAK(FEET) 18.00 INTERIOR STREET CROSSFALLCDECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCfEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-~IDTHCFEET) 2.00 CONSTANT SYMMETRICAL GUTTER'LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER'HIKE(FEET) = 0.12500 FLO~ ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLO~ MODEL RESULTS: STREET FLOW DEPTHCFEET) = 0.45 HALFSTREET FLOOD ~IDTHCFEET) = 16.91 AVERAGE FLO~ VELOCITYCFEET/SEC.) = 2.06 PRODUCT OF DEPTH&VELOCITY = 0.93 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~c, **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license 1D 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 15:44 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * nodes 821 - 825 * tee-re'a r . 10 -I'AA;( . . . ***************************************~********************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION==== CONSTANT STREET GRADE(FEET/FEET) = 0.009000 CONSTANT STREET FLOW(CFS) = 7.61 ~VERAGE STREETFLDW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.43 HALFSTREET FLOOD WIDTH(FEET) = 15.78 AVERAGE fLOW VELOCITY(FEET/SEC.) = 2.88 PRODUCT OF DEPTH&VELOCITY = 1.25 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . (p"- **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 15:46 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * nodes 813 - 829 . . . * 166 '0"' 10 -Y.l!A.(. . ************************************************************************** **************************************************************************** <<<<STREETFLO~ MODEL INPUT INFORMATION===: CONSTANT STREET GRADE(FEET/FEET) = 0.039200 CONSTANT STREET FLO~(CFS) = 14.59 ~ERAGE STREETFLO~ FRICTION FACTOR(MANNING) 0.015000 ~NSTANT SYMMETRICAL STREET HALF-~IDTH(FEET) 20.00 DISTANCE FROM CRO~N TO CROSSFALL GRADE6REAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-~IDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLO~ ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLO~ DEPTHCFEET) = 0.42 HALF STREET FLOOD WJDTH(FEET) = AVERAGE FLO~ VELOCITYCFEET/SEC.} PRODUCT OF DEPTH&VELOCITY = 2.49 15.22 5.92 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ",% **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. B.O Release Oate: 01/01/2000 License to 1264 Analysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 --.--------------.------------.--------------.------------------------------ TIME/DATE OF STUDY: 15:48 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 807 - 830 . * 188 .EAR . /tJ-l"',i"A-< . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: CONSTANT STREET GRADE(FEET/FEET) = 0.034700 CONSTANT STREET FLOW(CFS) = 13.26 ~ERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.42 HALFSTREET FLOOD WIDTH(FEET) = 15.22 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.3B PRODUCT OF DEPTH&VELOCITY = 2.26 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . loa.... **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 _....__._------~-._-_.__._-.........__._------------------.---------..------ TIME/DATE OF STUDY: 15:50 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 830 - 835 * 1-ge T~Jfl< . (fI- yr;"v:. . . . ************************************************************************** **************************************************************************** ....STREETFLOY MODEL INPUT INFORMATION --_._-_._--_..._--_._._----....~.-.._.._-_...-._._.._----.-....----.-.-...-- CONSTANT STREET GRADE(FEET/FEET) = 0.032500 CONSTANT STREET FLOY(CFS) = 18.17 ~VERAGE STREETFLOY FRICTION FACTOR(MANNING) 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROYN TO CROSSFAlL GRADE8REAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOY ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ._---------_._--_._------_..._----.__._--_....~.-..._-------_.._.._.._.~---- STREET FLOY DEPTH(FEET) = 0.47 HALFSTREET FLOOD YIDTH(FEET) = 17.47 AVERAGE FLOY VELOCITY(FEET/SEC.) = 5.68 PRODUCT OF DEPTH&VELOCITY = 2.64 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e '10 **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ------------.----------.--------..-------..--------.------------------------ TIME/DATE OF STUDY: 15:52 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODES 829 - 840 * 1D-YEAR * ************************************************************************** **************************************************************************** ttttSTREETFLOW MODEL INPUT INFORMATION==== -------------------.-------..-----------------..-.---.--.-.-------..-------- CONSTANT STREET GRADE(FEET/FEET) = 0.031800 CONSTANT STREET FLOY(CFS) = 16.66 ~ERAGE STREETFLOW FRICTION FACTORIMANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALLIDECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKEIFEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: -------------.---------------------------------------.....------------------ STREET FLOW DEPTHIFEET) = 0.45 HALFSTREET FLOOD WIDTHIFEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 2.52 16.91 5.54 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e * * * '\'- **************************************************************************** e HYDRAULIC ELEMENTS. I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 -----------.---------------------------------------------~------------------ TIME/DATE OF STUDY: 15:54 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODES 840 - 842 * * 10-YEAR * . . ************************************************************************** **************************************************************************** ....STREETFLOY MODEL INPUT INFORMATION==== ---------------------..----------------------------------------------------- CONSTANT STREET GRADECFEET/FEET) = 0.005000 CONSTANT STREET fLOYCCFS) = 6.03 ~VERAGE STREETFLOY fRICTION FACTORCMANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-YIDTH(FEET) 20.00 DISTANCE FROM CROYN TO CROSS FALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALLCDECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET) = 0.50 CONSTANT SYMMETRICAL GUTTER.YIDTHCFEET) 2.00 CONSTANT SYMMETRICAL GUTTER.LIPCFEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER.HIKECFEET) = 0.12500 fLOY ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET fLOY MODEL RESULTS: ---------------..~~--------_._---------_._--------.~------._---------------- STREET fLDY DEPTH(FEET) = 0.44 HALFSTREET FLOOD YIOTH(FEET) = 16.34 AVERAGE FLOY VELOCITY(FEET/SEC.) = 2.14 PRODUCT OF DEPTH&VELOCITY = 0.95 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . "\"f,, **************************************************************************** e HYDRAULIC ELEMENTS . I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 .--------------------.-------.----.---------..-..----.-.----------......---- TIME/DATE OF STUDY: 09:59 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 821 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION==== ...----------------.-----------.-----....----------..---...----------------- CONSTANT STREET GRADE(FEET/FEET) ; 0.005000 CONSTANT STREET FLOW(CFS); 12.19 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) ; 0.015000 ~ONSTANT SYMMETRICAL STREET HAlF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET); 1B.DO INTERIOR STREET CROSSFALL(DECIMAL) ; 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) ; 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET); 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET); 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET); 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET); 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ***STREET FLO~ SPLITS OVER STREET.CROWN*** FULL DEPTH(FEET); 0.52 FLOOD WIDTH(FEET) 20.00 FULL HALF-STREET FLOW(CFS); 10.00 FULL HALF-STREET VELOCITY(FEET/SEC.); 2.41 SPLIT DEPTH(FEET); 0.33 SPLIT FLOOD WIDTH(FEET) ; SPLIT FLOW(CFS); 2.19 SPLIT VELOCITY(FEET/SEC.) ; 10.72 1.69 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ------------------.----------..-------.-------------------------------.--.-. NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FlO~ DEPTH(FEET) = 0.52 ~LFSTREET FLOOD WIDTH(FEET); 20.00 ~VERAGE FLOW VELOCITY(FEET/SEC.); 2.41 PRODUCT OF DEPTH&VELOCITY ; 1.24 ============================================================================ ~~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license ID 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 10:00 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 821 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ttttFlOWSY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~rb InLet Capacities are approximated based on the Bureau of ~Ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 10.00 GUTTER FLOWOEPTH(FEET) = 0.52 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 7.00 <<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 19.8 ttttCAlCUlATED ESTIMATED INTERCEPTION(CFS) = 5.1 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license 10 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 .._-----------~.._-------~-------.._----------------_..-------....---------. TIME/DATE OF STUDY: 10:55 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 835 840 * 100.YEAR . ************************************************************************** **************************************************************************** ~~~4STREETFLOW MODEL INPUT INFORMATION==== -----------~...._-------~._-----------------_.._----------------_._--------~ CONSTANT STREET GRADE(FEET/FEET) = 0.005000 CONSTANT STREET FLOW(CFS) = 52.12 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HAlF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIPCFEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKECFEET) = 0.12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ***STREET FLOYING FULl*** ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ------------------_.._--------~------_.._-------~..._--~._---------~-------- NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTHCFEET) = 0.68 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITYCFEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 2.38 20.00 3.49 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . . . . ~~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 10:56 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 835 840 . 100.YEAR . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION===: ---------------------------------------------------------------------------- ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOWCCFS) = 26.06 GUTTER FLOWDEPTHCFEET) = 0.68 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTHCFEET) = 21.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 38.9 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 19.1 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . . . . 1~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982.2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 ------------------------------------------------...-----....-.-------.--..-. TIME/DATE OF STUDY: 11:0606/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 841 842 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION ---------------------------.------------------------------------------------ CONSTANT STREET GRADE(FEET/FEET) = 0.005000 CONSTANT STREET FLOW(CFS) = 22.90 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ***STREET FLOWING FULL*** ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: -----------------------------------------------------.----------------.----- NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.53 HALFSTREET FLOOD WIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.64 PRODUCT OF DEPTH&VELOCITY = 1.39 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF 14725 & Associates Alton Parkway 9261B Irvine, CA ~-~---------~-~~~~-------~-~-------------------~~~---------~~---------~~~~~~ TIME/DATE OF STUDY: 11:08 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES B41 B42 . 1DD-YEAR . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION===: ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOWCCFS) = 11.45 GUTTER FLOWDEPTHCFEET) = 0.53 BASIN LOCAL DEPRESSIONCFEET) = 0.33 FLOWBY BASIN WIDTHCFEET) = 21.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 22.2 ....CALCULATED ESTIMATED INTERCEPTIONCCFS) = 11.2 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ e . e CATCH BASIN & STREET FLOW CALCULATIONS: DRAINAGE BASIN 1000 1'\ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE eC) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License ID .1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 -------------------------------------------.-------------------------------- TIME/DATE OF STUDY: 16:33 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1003 * 100-year . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION==== -------.----------------------------------.----------------._--------------- CONSTANT STREET GRADECFEET/FEET) = 0.029400 CONSTANT STREET FLOWCCFS) = 13.99 ......VERAGE STREET FLOW FRICTION FACTORCMANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAKCFEET) = 1B.00 INTERIOR STREET CROSSFALLCDECIMAL) = 0.020000 OUTSIDE STREET CROSSFALLCDECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTHCFEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIPCFEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKECFEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTHCFEET) = 0.44 HALFSTREET FLOOD WIDTHCFEET) = 16.34 AVERAGE FLOW VELOCITYCFEET/SEC.) = 4.96 PRODUCT OF DEPTH&VELOCITY = 2.20 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ~--------------------------------------------------------------------------- TIME/DATE OF STUDY: 16:34 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1003 * 100-year * * * * ************************************************************************** **************************************************************************** <<<<FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ---------------------------------------------------------------------------- ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLO~(CFS) = 13.99 GUTTER FLO~DEPTH(FEET) = 0.44 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLO~BY BASIN ~IDTH(FEET) = 28.00 <<<<CALCULATED BASIN ~IDTH FOR TOTAL INTERCEPTION = 33.1 <<<<CALCULATED ESTIMATED INTERCEPTION(CFS) 12.8 ============================================================================ e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------.------------------------------------------------------------ TIME/DATE OF STUDY: 16:45 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1007 * 100-year . . . . ************************************************************************** **************************************************************************** ....STREETFLO~ MODEL INPUT INFORMATION===: ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = 0.029400 CONSTANT STREET FLO~(CFS) = 11.04 ~VERAGE STREETFLO~ FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 1B.DD INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-~IDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLO~ ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MOOEL RESULTS: ---------------------------------------------------------------------------- STREET FLOW OEPTH(FEET) = 0.41 HALFSTREET FLOOD ~IDTH(FEET) = AVERAGE FLO~ VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.97 14.66 4.81 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ----------------------------------------..---------------------------------- TIME/DATE OF STUDY: 16:46 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1007 * * * * * ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION===: --------------.-.----------------------------.---------.------.---------.... ~urb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 11.04 GUTTER FLOWDEPTH(FEET) = 0.41 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 2B.DD ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 28.1 ttttCALCULATED ESTIMATED INTERCEPTION(CFS) 11.0 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 16:53 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** OESCRIPTION OF STUDY ************************** * node 1009 * * * * * ************************************************************************** **************************************************************************** ttteSTREETFLOW MODEL INPUT INFORMATION==== CONSTANT STREET GRADE(FEET/FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 3.26 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: --------------._..._--------_._-------.~.._---------_.-------------~..~~~.~~ STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 12.31 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.96 PRODUCT OF DEPTH&VELOCITY = 0.71 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 ---------------------------------.---------------.----.------------...------ TIME/DATE OF STUDY: 16:54 06/01/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1009 . . . . . ************************************************************************** **************************************************************************** <<<<FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION .--------------------....-----------------------------.----------.---------- ~rb Inlet Capacities are approximated based on the Bureau of ~Lic Roads nomograph pLots for flowby basins and sump basins. STREETFLOW(CFS) = 3.26 GUTTER FLOWDEPTH(FEET) = 0.36 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 9.00 <<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 9.5 <<<<CALCULATED ESTIMATED INTERCEPTION(CFS) = 3.2 ============================================================================ e ~ o **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF 14725 & Associates Alton Parkway 9261B Irvine, CA ---------------------------------------------------------------------------- TIME/DATE OF STUDY: OB:25 06/04/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 1014 . 10D-YEAR . . . . ************************************************************************** **************************************************************************** <<<<FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~rb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for ftowby basins and sump basins. STREETFLOW(CFS) = 9.29 GUTTER FLOWDEPTH(FEET) = 0.50 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 19.00 <<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION 19.2 <<<<CALCULATED ESTIMATED INTERCEPTION(CFS) 9.3 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 08:25 06/04/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1014 . 100-YEAR . . . . ************************************************************************** **************************************************************************** <<<<STREET FLOW MODEL INPUT INFORMATION==== ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = 0.005000 CONSTANT STREET FLOW(CFS) = 0.29 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ------------------------.--------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.18 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELDCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = 0.22 2.94 1.H ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . D~ o **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/99 license 1D 1264 Analysis prepared by: Robert Bein, WiLLiam Frost & Associates 14725 ALton Parkway Irvine, CA 92618 ---------------------------.------------------------------.----------------- TIME/DATE OF STUDY: 8: 8 4/ 3/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * CROWNE HILL * NODE 1016 * * * * ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION CONSTANT STREET GRADE(FEET/FEET) = 0.004300 CONSTANT STREET FLOW(CFS) = 8.02 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~ONS1ANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ---------.------------------------------------------------------------------ STREET FLOW DEPTH(FEET) = 0.50 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.05 19.19 2.09 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License 10 1264 Analysis prepared by: Robert Bein, William frost & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 8:10 4/ 3/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * CROWNE HILL * NODE 1016 . . . . ************************************************************************** **************************************************************************** ....FLDWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION===: ---------------------------------------------------------------------------- iIIIlurb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 8.02 GUTTER FLOWDEPTH(FEET) = 0.50 BASIN LOCAL DEPRESSIONIFEET) = 0.33 FLOWBY BASIN WIDTHIFEET) = 16.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION 16.6 <<e<<<<CALCULATED ESTIMATED INTERCEPTION(CFS) 7.9 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License 10 1264 AnaLysis prepared by: Robert Bein, William Frost & Associates 14725 ALton Parkway Irvine, CA 92618 .------------------------------------------------------------------.-------- TIME/DATE OF STUDY: 8:11 4/ 3/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * CROYNE HILL *NODE1llrtJ!OI8 * * * * ************************************************************************** **************************************************************************** (tt(SUMP TYPE BASIN INPUT INFORMATION==== --.-------------------.---------------------------------------------.------- ~urb Inlet Capacities are approximated based on the Bureau of ~ubLic Roads nomograph plots for fLowby basins and sump basins. BASIN INFLO~(CFS) = BASIN OPENING(FEET) DEPTH OF ~ATER(FEET) = 8.60 0.83 0.83 ....CALCULATED ESTIMATED SUMP BASIN ~IDTH(FEET) 3.66 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e C\O **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/99 License 10 1264 AnaLysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 8:12 4/ 3/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * CRaYNE HILL *==mw * * * * ************************************************************************** **************************************************************************** ~~~~STREETFLOW MODEL INPUT INFORMATION CONSTANT STREET GRADE(FEET/FEETl = 0.005300 CONSTANT STREET FLOW(CFSl = 1.58 ~VERAGE STREETFLOW FRICTION FACTOR(MANNINGl = 0.015000 ""'ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEETl 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEETl = 20.00 INTERIOR STREET CROSSFALL(DECIMALl = 0.020000 OUTSIDE STREET CROSSFALL(DECIMALl = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEETl = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEETl 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEETl = 0.30 HALFSTREET FLOOD WIDTH(FEETl = AVERAGE FLOW VELOCITY(FEET/SEC.) = PROOUCT OF DEPTH&VELOCITY = 0.48 9.19 1.~ ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 license ID 1264 AnaLysis prepared by: Robert Bein, William Frost & Associates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 8:13 4/ 3/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . CRO~NE HILL . NODE _11D'/.-.:) . . . . ************************************************************************** **************************************************************************** <<<<FLO~BY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~rb InLet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLO~(CFS)' 1.58 GUTTER FL~EPTH(FEET)' 0.30 BASIN LOCAL DEPRESSION(FEET). 0.33 FLO~BY BASIN ~IDTH(FEET)' 5.00 <<<<CALCULATED BASIN ~IDTH FOR TOTAL INTERCEPTION. 5.6 ~~4~CAlCUlATED ESTIMATED INTERCEPTION(CFS) 1.5 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . 0...1/ e e .- CATCH BASIN & STREET FLOW CALCULATIONS DRAINAGE BASIN 1100 LINES F, F1, F2, F3, G, G1, G2 & T a..,'b **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 -~~~_._--------~-------------.._--.._--------------------------------------- TIME/DATE OF STUDY: 13:31 08/31/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . nodes 1104 & 1116 * 10-year . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION==== ----_.__.__._---------------.._--------------~------------._---------------- CONSTANT STREET GRADE(FEET/FEET) = 0.010000 CONSTANT STREET FLOW(CFS) = 37.13 .....VERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ""'ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRAOEBREAK(FEET) 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DEClMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ***STREET FLOWING FULL*** ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: -_._-----~-----------------------------------._------------.---------------- STREET FLOW DEPTH(FEET) = 0.55 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 2.14 20.00 3.92 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License ID 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 ~---------------~---------~-----_._-----------~--------~-------------------- TIME/DATE OF STUDY: 09:57 07/03/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * nodes 1104 * 10-year . 1116 . , . . ************************************************************************** **************************************************************************** ~tt~FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== -----~--------------~-------~-~-----------------------------~----------~._-- ~urb Inlet Capacities are approximated based on the Bureau of ~UbLic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 18.57 GUTTER FLOWDEPTH(FEET) = 0.55 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION 34.7 ~t((CAlCULATED ESTIMATED INTERCEPTION(CFS) 16.9 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE eC) Copyright 1982-2000 Advanced Engineering Software eaes) Ver. 8.0 Release Date: 01/01/2000 license 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 --.--------------.--------------.------------------------------------------- TIME/DATE OF STUDY: 10:28 07/03/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1123 * 10-year * * * * ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION===: ---------------------------------------------------------------------------- CONSTANT STREET GRADECFEET/FEET) = 0.020000 CONSTANT STREET FLOWCCFS) = 14.71 .....AVERAGE STREETFLOW FRICTION FACTORCMANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTHCFEET) = 20.00 DISTANCE fROM CROWN TO CROSSFALL GRADE8REAKCFEET) = 18.00 INTERIOR STREET CROSSFALLCDECIMAL) = 0.020000 OUTSIDE STREET CROSSFALLCDECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTHCFEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIPCFEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKECFEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: -----------.-.-------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.47 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITYCFEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 2.14 17.47 4.60 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 license 10 1264 Analysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 ~-_.._---------~--------~---_._---_.._-----_.-.----_.----....._-~._----..... TIME/DATE OF STUDY: 10:28 07/03/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1123 * 10-year * * * * ************************************************************************** **************************************************************************** ...<FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== --_._-~---.-._---------._---_.-.._----_._-_.._----_.-.------...------------- ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 14.71 GUTTER FLOWDEPTH(FEET) = 0.47 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 '<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 32.4 .<<<CALCULATED ESTIMATED INTERCEPTION(CFS) = 13.7 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS. I PROGRAM PACKAGE (C) Copyright 1982.2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 10:30 07/03/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1126 * 10-year * * . * ************************************************************************** **************************************************************************** ....STREETFLOY MODEL INPUT INFORMATION==== -----------.---------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = 0.020000 CONSTANT STREET FLOW(CFS) = 5.62 ~VERAGE STREETFLOY FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-~IDTH(FEET) = 20.00 DISTANCE FROM CROYN TO CROSSFALL GRADEBREAK(FEET) = lB.OO INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-YIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER.LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOY ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FlOY MODEL RESULTS; ---------------------------------------------------------------------------- STREET FLOY DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOY VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.28 11.84 3.63 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e <\~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 -----------------------------------------------------------._--------------- TIME/DATE OF STUDY: 10:33 07/03/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1126 * 10-year . . . . *~************************************************************************ **************************************************************************** <<<<FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION ---.------------.-------..-----.---------.--------.------._-------._-------- ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 5.60 GUTTER FLOWDEPTHCFEET) = 0.35 BASIN LOCAL DEPRESSIONCFEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 16.80 <<<<CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 16.8 <<<<CALCULATED ESTIMATED INTERCEPTION(CFS) 5.6 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982.2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 -_._-----------~---------------------------------_._-----------.------------ TIMEIDATE OF STUDY: 10:31 07/05/2001 ============================================================================ ************************** DESCRIPTION OF STUDY ************************** * NODE 1135 * 10-YEAR . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ----------------------------------.------.-------.------------------------.. ~urb InLet Capacities are approximated based on the Bureau of ~ublic Roads nomograph pLots for fLowby basins and sump basins. STREETFLOW(CFS) = 13.43 GUTTER FLOWDEPTH(FEET) = 0.43 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 32.5 ....CALCULATED ESTIMATED INTERCEPTION(CFS) 12.4 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \bO e e . HEC-RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite 0 Davis, California 95616-4687 (916) 756-1104 x X XXXXXX XXXX XXXX XX XXX XX XXXXX X XX X XXXXX XXXXXXX XXXX X XXX XXXX X XX X XX X X XXX XX XXXX X X XXXXXX XXXX X X X xxxx xxxxxx X X X XXXXX xxxx PROJECT DATA Project Title: HUSSAR Project File: HUSSARprj Run Date and Time: 7/5/0110:25:37 AM Project in English units PLAN DATA Plan Title: Plan 01 Plan File: C:IHECIRASIHUSSARp01 Geometry Title: Geom 01 Geometry File: C:\HEC\RAS\HUSSARg01 Flow Title : Flow 01 Flow File : C:IHEClRAS\HUSSAR.f01 Plan Summary Information: Number of: Cross Sections:::; 4 Mulitple Openings = 0 Culverts :::; 0 Inline Weirs :::; 0 Bridges :::; 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculaton tolerance:::; 0.01 Maximum number of interations :::; 20 Maximum difference tolerance :::; 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Mixed Flow FLOW DATA Flow Tille: Flow 01 Flow File: C:\HEClRAS\HUSSAR.f01 Flow Data (cfs) River Reach HUSSAR COURT RS PF 1 13.43 4 \0\ e It . Boundary Conditions River Reach Profile Upstream Downstream HUSSAR COURT PF 1 Normal S = .041 Normal S = .041 GEOMETRY DATA Geometry Title: Geom 01 Geometry File: C:\HEC\RAS\HUSSARg01 CROSS SECTION RIVER: HUSSAR COURT REACH: 1 RS:4 INPUT Description: SECTION 10+605 5' UPSTREAM@4.1% Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Eiev Sta Elev 01261.67 01261.17 21261.34 201261.12 381260.71 401260.54 401261.04 Manning's n Values num= 3 Sla n Val Sta n Val Sta n Val o .015 0 .015 40 .015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. o 40 5 5 5 .1.3 CROSS SECTION RIVER: HUSSAR COURT REACH: 1 RS:3 INPUT Description: SECTION 10+60 5' UPSTREAM @ 4.1 % Station Elevation Data num= 7 Sta Elev Sla Elev Sta Elev Sta Elev Sta Elev 01261.47 01260.97 21261.14 201260.92 381260.51 40 1260.34 401260.84 Manning's n Values num:::; Sta n Val Sta n Val o .015 0 .015 3 Sta n Val 40 .015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. o 40 5 5 5 .1.3 CROSS SECTION RIVER: HUSSAR COURT REACH: 1 RS: 2 INPUT Description: SECTION 10+55 5' UPSTREAM @4.1% Statlon Elevation Data num= 7 SIa Elev Sta Elev Sta Elev Sta Elev Sta Elev 01261.27 01260.77 21260.93 201260.72 38 1260.3 401260.14 401260.64 Manning's n Values num:::; Sta n Val Sta n Val o .015 0 .015 3 Sta n Val 40 .015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. o 40 5 5 5 .1.3 CROSS SECTION RIVER: HUSSAR COURT REACH: 1 RS: 1 \01/ e . . INPUT Description: STATION 10+50 - START AT WEST SIDE Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 01261.07 01260.57 21260.73 201260.52 38 1260.1 401259.94 401260.44 Manning's n Values nurn= Sta n Val Sta n Val o .015 0 .015 3 Sta n Val 40 .015 Sank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. o 40 0 0 0 .1.3 SUMMARY OF MANNING'S N VALUES River:HUSSAR COURT Reach River Sta. n1 n2 n3 4 .015 .015 .015 3 .015 .015 .015 2 .015 .015 .015 1 .015 . .015 .015 SUMMARY OF REACH LENGTHS River: HUSSAR COURT Reach River Sta. Left Channel Right 4 5 5 5 3 5 5 5 2 5 5 5 1 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: HUSSAR COURT Reach River Sta. Conir. Expan. 4 .1 .3 3 .1 .3 2 .1 .3 1 .1 .3 \0'0 e e . HEC-RAS ~lal1' Plan 01 River. HUSSAR COURT Reach" 1 ::Q)r6taI'-'f 'f;MlhChEi~ LW!S.lEleii jCritW;S:'< Max:ChicO'p!i(' E'.G..Elev "E.G:-SIOpe '1VeIChnl- ';'FlowAfea: TopWidlh; Fi'Oude#.Ghl' '., '. ,i" <[(c;fs)', .. ,. ~,(ft)' ;.'.. {ftJ ' ~'(ft); r;c (ft)~' ,- Jft)" "( (ttift( {fils).," '($q'ftr. , (ft):! .x" , -';1,,';;2 ," 13.43 1260.54 1260.98 1261.13 0,44 1261.52 0.041011 5.92 2.27 13.72 2.56 -1".:.,,,; 3(<' .., 13.43 1260.34 1260.77 1260.93 0.43 1261.36 0.045226 6.14 2.19 13.46 2.68 ',1' ", 2. ~~,' ." 13.43 1260.14 126058 1260.72 0.42 1261.15 0.044831 6.15 2.16 13.32 2,68 ,. '''' ;1: ~'.' 13.43 1259.94 1260.36 1260.52 0.42 1260.96 0.045376 6.18 2.17 13.29 2.69 ,d\. **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982.2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 ---------.-..---------..-----------------..-----------------------------.--- TIMEIDATE OF STUDY: 11:44 07105/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1136 * 10-year . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: -------------------.----------.--------.---------------.----------.--------- CONSTANT STREET GRADE(FEET/FEET) = 0.050000 CONSTANT STREET FLOW(CFS) = 7.40 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF.WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIOTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ========================================:::;=================================== STREET FLOW MODEL RESULTS: .------------.-----------------------------------------.----------.--------- STREET FLOW OEPTH(FEET) = 0.34 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF OEPTH&VELOCITY = 1.78 11.28 5.21 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . / \~? **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF 14725 & Associates ALton Parkway 92618 Irvine, CA ----.----------------------...--------------------------..------------------ TIMEIDATE OF STUDY: 11:45 07/05/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1136 * 10-year . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: -.-------------------...---------.-----------------------.-----.-------....- ~rb Inlet Capacities are approximated based on the Bureau of ~lic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 7.40 GUTTER FLOWOEPTH(FEET) = 0.34 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY 8ASIN WIDTH(FEET) = 10.00 ttttCALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 22.9 ....CALCULATEO ESTIMATED INTERCEPTION(CFS) = 4.2 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~, **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 -------.--..-.-----------------.-------..-----.---------------.------------- TIMEIDATE OF STUDY: 11:51 07105/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1140 * 10-year . . . * ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: ----.-.-------.-.-------------------.-----.-----.----------.-------....----- ~urb InLet Capacities are approximated based on the Bureau of ~blic Roads nomograph pLots for flowby basins and sump basins. STREETFLOW(CFS) = 2.97 GUTTER FLOWDEPTH(FEET) = 0.26 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 10.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION 12.2 ....CALCULATED ESTIMATED INTERCEPTION(CFS) 2.6 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 -----..-------------..------------------.-----------.----.------------------ TIME/DATE OF STUDY: 11:5007/05/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1140 * 10-year . . . . ************************************************************************** **************************************************************************** ~~~~STREETFLOW MODEL INPUT INFORMATION==== ------.--.---------------------.-------.---------------..---------.-.------- CONSTANT STREET GRADE(FEET/FEET) = 0.046500 CONSTANT STREET FLOW(CFS) = 2.97 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTHCFEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 1B.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ---------------------..--------.-------------.-------.---------------------- STREET FLOW DEPTH(FEET) = 0.26 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = 1.14 7.34 4.32 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License rD 1264 AnaLysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIMEIDATE OF STUDY: 11:0007103/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * nodes 1104 & 1116 * 100-year . . . . ************************************************************************** **************************************************************************** ttttSTREETFlO~ MODEL INPUT INFORMATION===: CONSTANT STREET GRADE(FEET/FEET) = 0.010000 CONSTANT STREET FLOW(CFS) = 56.87 eVERAGE STREETFLOW FRICTION FACTOR(MANNING) 0.015000 ON STANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRAOEBREAK(FEET) 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ***STREET FLO~ING FULL*** ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.62 HALFSTREET FLOOD WIOTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 2.82 20.00 4.52 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \C~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License IO 1264 AnaLysis prepared by: RBF 14725 & Associ ates ALton Parkway 92618 Irvine, CA TIMEIDATE OF STUDY: 11:01 07/03/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * nodes 1104 & 1116 * 100.year . . * . ************************************************************************** **************************************************************************** ....FLOW8Y CATCH BASIN INLET CAPACITY INPUT INFORMATION====: ~urb InLet Capacities are approximated based on the Bureau of ~ubLic Roads nomograph pLots for fLowby basins and sump basins. STREETFLOW(CFS) = 28.44 GUTTER FLOWDEPTH(FEET) = 0.62 BASIN LOCAL OEPRESSION(FEET) = 0.33 FLOWBY BASIN WIOTH(FEET) = 28.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 46.8 ....CALCULATED ESTIMATED INTERCEPTION(CFS) 22.0 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \w **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 -----------..------------------------------------.------..--.--------------- TIMEIDATE OF STUDY: 11:26 07/03/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . nodes 1123 & 1126 * 10D-year . . . . ************************************************************************** **************************************************************************** ttttSTREETFLOW MODEL INPUT INFORMATION==== --.------------------------------.------------------------------------------ CONSTANT STREET GRADE(FEET/FEET) = 0.016000 CONSTANT STREET FLOW(CFS) = 38.27 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(OECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ***STREET FLOWING FULL*** ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: -------------------_..._--------~._------------------------------.---------- NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.53 HALFSTREET FLOOD WIOTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 2.32 20.00 4.41 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 --------------------------------.--------------------.------------.--------- TIMEIDATE OF STUDY: 11:26 07/03/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * nodes 1123 & 1126 * 100-year . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: ~urb InLet Capacities are approximated based on the Bureau of ~blic Roads nomograph pLots for flowby basins and sump basins. STREETFLOW(CFS) = 19.14 GUTTER FLOWDEPTH(FEET) = 0.53 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 37.2 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 16.7 ============================================================================ e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 -.------------.-----------.-----.---------.--.------------------._---------- TIME/DATE OF STUDY: 09:36 07/05/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1135 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION -.....------------.-.-----------.-----------------...--------....-------.--- ~urb Inlet Capacities are approximated based on the Bureau of ~UbLic Roads nomograph plots for fLowby basins and sump basins. STREETFLOW(CFS) = 20.24 GUTTER FLOWDEPTH(FEET) = 0.49 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 43.2 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 16.1 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ e e . HEC-RAS September 199B Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite 0 Davis, California 95616-4687 (916) 756-1104 x X XXXXXX XXXX XXXX XX XXXX X XX X X X X XX X X XX X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X XX X XX X X X X XX X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: HUSSAR Project File: HUSSARprj Run Date and Time: 7/5/019:31:19 AM Project in English units PLAN DATA Plan Title: Plan 01 Plan File: C:\HEClRASIHUSSAR.p01 Geometry Title: Geom 01 Geometry File: C:IHECIRASIHUSSARg01 Flow Title : Flow 01 Flow File : C:\HEClRASIHUSSAR.f01 Plan Summary Information: Number of: Cross Sections = 4 Mulitple Openings = 0 Culverts = 0 Inline Weirs :::; 0 Bridges = 0 Computational Information Water sUITace calculation tolerance:::; 0.01 Critical depth calculaton tolerance:::; 0.01 Maximum number of interations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor :::; 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Mixed Flow FLOW DATA Flow Title: Flow 01 Flow File: C:IHEClRASIHUSSAR.f01 Flow Data (cfs) River Reach HUSSAR COURT RS PF 1 20.24 4 \\~ e e - Boundary Conditions River Reach Profile Upstream Downstream HUSSAR COURT PF 1 Normal S = .041 Normal S = .041 GEOMETRY DATA Geometry Title: Geom 01 Geometry File: C:\HEC\RAS\HUSSAR.g01 CROSS SECTION RIVER: HUSSAR COURT REACH: 1 RS:4 INPUT Description: SECTION 10+605 5' UPSTREAM @4.1% Station Elevation Oata num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 01261.67 01261.17 21261.34 201261.12 381260.71 40 1260,54 40 1261,04 Manning's n Values num= Sta n Val Sta n Val o .015 0 ,015 3 Sta n Val 40 ,015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. o 40 5 5 5 .1.3 CROSS SECTION RIVER: HUSSAR COURT REACH: 1 RS:3 INPUT Description: SECTION 10+60 5' UPSTREAM @ 4.1 % Station Elevation Data num:::; 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 01261.47 01260.97 21261.14 201260.92 381260.51 40 1260.34 40 1260.84 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val o .015 0 .015 40 .015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. o 40 5 5 5 .1.3 CROSS SECTION RIVER: HUSSAR COURT REACH: 1 RS: 2 INPUT Descriptlon: SECTION 10+55 5' UPSTREAM@4,1% Station Elevation Data num= 7 Sta Elev Sta Elev Sla Elev Sta Elev Sta Elev 01261.27 01260.77 21260.93 201260.72 38 1260.3 401260.14 401260.64 Manning's n Values num:::; Sta n Val Sta n Val o .015 0 .015 3 Sta n Val 40 .015 Bank Sta: Left Right Lengths: Left Channel Righi Coeff Centro Expan. o 40 5 5 5 .1.3 CROSS SECTION RIVER: HUSSAR COURT REACH: 1 RS: 1 \\-> - e . INPUT Description: STATION 10+50 - START AT WEST SIDE Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 01261.07 01260.57 21260.73 201260.52 38 1260.1 401259.94 401260.44 Manning's n Values num:::; Sla n Val Sta n Val o .015 0 .015 3 Sta n Val 40 .015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. o 40 0 0 0 .1.3 SUMMARY OF MANNING'S N VALUES River:HUSSAR COURT Reach River Sta. n1 n2 n3 4 .015 .015 .015 3 .015 .015 .015 2 .015 .015 .015 1 .015 .015 .015 SUMMARY OF REACH LENGTHS River: HUSSAR COURT Reach River Sta. Left Channel Right 1 4 5 5 5 1 3 5 5 5 1 2 5 5 5 1 1 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: HUSSAR COURT Reach River Sta. Contr. Expan. 4 .1 .3 3 .1 .3 2 .1 .3 1 .1 .3 \~ e e . HEC-RAS Plan' Plan 01 River' HUSSAR COURT Reach' 1 \'Q:Toial; '. ;~.Mlri'Ch;EI ~WiS.~;Elev" /Cri\,W;S:' c~:Max:ChIDplt1., "'E.G, Elev> E.G.<Slope VelChnL' F1ow,Area: : TopWidlh "'Froode#Chl-: C2'T (dsb. {ft)'" ,,", Wiy/(.\ 5;~:~';;(fl} -. ;.... (ft) (') , '(fLlft) , ,:\-;(ws);,.;: .{sqft}'_~> - -, (') ;:, ,i..lr." .- , P 4'~~;, . ';'.1 20.24 1260.54 1261.03 1261.22 0.49 1261_70 0.040986 6.53 3.10 16.16 2,63 1"' - ; 3.a,,;')' ". 20.24 1260.34 1260.83 1261,02 0.49 1261,53 0.044532 6.74 3.00 15.90 2.73 :1 ., ,. 20.24 1260.14 1260.62 1260,61 0.48 1261.32 0.043516 6.72 3.01 15.77 2.71 -;' _1' 20.24 1259,94 1260.42 1260,61 0.48 1261,16 0,046676 6.90 2.93 15.55 2.80 \\\ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license ID 1264 AnaLysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 TIMEIDATE OF STUDY: 10:47 07/05/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 1136 . 100-YEAR * * . . ************************************************************************** **************************************************************************** ~~~~STREETFLOW MODEL INPUT INFORMATION===: CONSTANT STREET GRADE(FEET/FEET) = 0.050000 CONSTANT STREET FLOW(CFS) = 13.58 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIOE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.40 HALFSTREET FLOOD WIDTH(FEET) = 14.09 AVERAGE FLOW VELOCITY(FEET/SEC.) = 6.36 PRODUCT OF DEPTH&VELOCITY = 2.53 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS . I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 ---------.--.----------..--------.------...--___.________._________M._______ TIME/DATE OF STUDY: 10:47 07/05/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 1136 * 100.YEAR . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: ___M.___________________________________M________________.__________________ tllllfurb Inlet Capacities are approximated based on the Bureau of ~ubtic Roads nomograph pLots for fLowby basins and sump basins. STREETFLOW(CFS) = 13.58 GUTTER FLOWDEPTH(FEET) = 0.40 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIOTH(FEET) = 10.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 35.5 ....CALCULATED ESTIMATED INTERCEPTION(CFS) 5.4 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 AnaLysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ------------------------------------.-------------------------.-.----------- TIME/DATE OF STUDY: 10:57 07/05/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1140 . TOO-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: CONSTANT STREET GRADE(FEET/FEET) = 0.046500 CONSTANT STREET FLOW(CFS) = 4.44 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ~CONSTANT SYMMETRICAL STREET HALF-WIDTHCFEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(OECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHTCFEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW OEPTHCFEET) = 0.30 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITYCFEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = 1.37 9.03 4.61 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license 10 1264 AnaLysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------.-.--------.------------------------- TIMEIDATE OF STUDY: 16:31 07/03/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1140 * 100-year . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: ~urb Inlet Capacities are approximated based on the Bureau of ~ubLic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 4.44 GUTTER FLOWDEPTH(FEET) = 0.30 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOW8Y 8ASIN WIDTH(FEET) = 10.00 ....CALCULATEO BASIN WIDTH FOR TOTAL INTERCEPTION = 15.7 ....CALCULATEO ESTIMATED INTERCEPTION(CFS) = 3.3 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \~\ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF 14725 & Associates ALton Parkway 92618 Irvine, CA TIMEIOATE OF STUDY: 16:33 07105/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1153 * 100.year . . . . ************************************************************************** **************************************************************************** ~((~SUMP TYPE BASIN INPUT INFORMATION==== ~curb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = BASIN OPENING(FEET) = DEPTH OF WATER(FEET) = 3.20 0.83 0.83 ....CALCULATED ESTIMATED SUMP 8ASIN WIDTH(FEET) = 1.36 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \?)/ e CATCH BASIN & STREET FLOW CALCULATIONS DRAINAGE BASIN 1200 e LINES S, S1, S2, S3, S4, & U . \1--'0 **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: OS:47 OS/17/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 121S * 10-year * * * * ************************************************************************** **************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- e CONSTANT STREET GRADE (FEET/FEET) = 0.050000 CONSTANT STREET FLOW (CFS) = 24.S5 AVERAGE STREETFLOW FRICTION FACTOR (MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = O.OSOOOO CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH (FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.4S HALFSTREET FLOOD WIDTH(FEET) = 18.03 AVERAGE FLOW VELOCITY(FEET/SEC.) = 7.31 PRODUCT OF DEPTH&VELOCITY = 3.49 ~~~=~=====~~~===~=====~~~==~~~======~============~~~~=~~=====~======~======~ 1 . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 08:45 08/17/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1218 * 10-year * * * * ************************************************************************** **************************************************************************** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< e Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 24.85 GUTTER FLOWDEPTH(FEET) = 0.48 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 53.6 >>>>CALCULATED ESTIMATED INTERCEPTION (CFS) 17.0 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 1 . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 08:49 08/17/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1225 * 10-year * * * * ************************************************************************** **************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< e CONSTANT STREET GRADE (FEET/FEET) = 0.050000 CONSTANT STREET FLOW(CFS) = 14.39 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH (FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT (FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH (FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP (FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.66 AVERAGE FLOW VELOCITY(FEET/SEC.) = 6.27 PRODUCT OF DEPTH&VELOCITY = 2.57 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 1 . \q,k **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 08:50 08/17/2001 ----------------------- ----------------------- ===================================================== ************************** DESCRIPTION OF STUDY ************************** * node 1225 * 10-year * * * * ************************************************************************** **************************************************************************** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< e Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 14.39 GUTTER FLOWDEPTH(FEET) = 0.41 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 14.00 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 36.6 >>>>CALCULATED ESTIMATED INTERCEPTION (CFS) = 7.5 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 1 . \1-*'\ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 09:24 08/17/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1227 * 10-year * * * * ************************************************************************** **************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< e CONSTANT STREET GRADE (FEET/FEET) = 0.048600 CONSTANT STREET FLOW (CFS) = 8.16 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH (FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH (FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.84 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.26 PRODUCT OF DEPTH&VELOCITY = 1.86 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 1 . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 09:26 08/17/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * node 1227 * la-year * * * * ************************************************************************** **************************************************************************** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< ---------------------------------------------------------------------------- . Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 8.16 GUTTER FLOWDEPTH(FEET) = 0.35 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) 14.00 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 24.5 >>>>CALCULATED ESTIMATED INTERCEPTION (CFS) = 5.7 ************************** * node 1227 * la-year * DESCRIPTION OF STUDY ************************** * * * ************************************************************************** **************************************************************************** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< ---------------------------------------------------------------------------- , . Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 8.16 ~ e GUTTER FLOWDEPTH(FEET) = 0.35 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 14.00 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = >>>>CALCULATED ESTIMATED INTERCEPTION (CFS) = 5.7 24.5 ~=========================================================================== e . 1 ~ **************************************************************************** - HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License ID 1264 AnaLysis prepared by: RBF & Associ ates 14725 Alton Parkway Irvine, CA 92618 ---.----------------------------------------.-------.--.-------.----------.- TIMEIDATE OF STUDY: 11:2008/02/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1218 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: ------.--------------.----------.------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = 0.050000 CONSTANT STREET FLOW(CFS) = 37.41 ~ERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ***STREET FLOW SPLITS OVER STREET-CROWN*** FULL DEPTH(FEET) 0.52 FLOOD WIDTH(FEET) 20.00 FULL HALF-STREET FlOW(CFS) 31.62 FULL HALF-STREET VELOCITY(FEET/SEC.) = 7.62 SPLIT DEPTH(FEET) = 0.32 SPLIT FLOOD WIDTH(FEET) = SPLIT FLOW(CFS) = 5.79 SPLIT VELOCITY(FEET/SEC.) 10.16 4.91 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: --------------------------------.------.--------.------.-----------.-..----- NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. _REET FLOW DEPTH(FEET) = 0.52 LFSTREET FLOOD WIOTH(FEET) = 20.00 VERAGE FLOW VELOCITY(FEET/SEC.) = 7.62 PRODUCT OF DEPTH&VELOCITY = 3.94 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- \,?\ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 license ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIMEIDATE OF STUDY: 13:23 08/02/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1218 * 100 - V,e.41{ . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: ~rb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 31.62 GUTTER FLOWDEPTH(FEET) = 0.52 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 ....CALCULATEO BASIN WIDTH FOR TOTAL INTERCEPTION = 62.7 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 19.3 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Q.= :, 7. Lf let;,. - 5), 1 q c17 (C/!-..-.!A!l.V-f-t..) - :'1,(,"'1('-1,:::> . \'?'V **************************************************************************** "-e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982.2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associates 14725 ALton Parkway Irvine, CA 92618 ------------------------.------------------.--------.----...----------.----- TIMEIDATE OF STUDY: 11:4208/02/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1225 100 ~ YE All.. . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: --.---------------.----------------------------------.--------.------------- CONSTANT STREET GRADE(FEET/FEET) = 0.050000 CONSTANT STREET FLOW(CFS) = 27.47 ~ERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ~STANT SYMMETRICAL STREET HALF-YIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSS FALL GRAOEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ------------------------..-------------.---------------.--------.----------- STREET FLOW DEPTH(FEET) = 0.50 HALFSTREET FLOOD WIDTH(FEET) = 19.16 AVERAGE FLOW VELOCITY(FEET/SEC.) = 7.20 PRODUCT OF DEPTH&VELOCITY = 3.59 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Q-=?I.(,~ d~ -f( 79cf,::- 7..7LfI ..:r.ts . . . . \~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License ID 1264 AnaLysis prepared by: RBF 14725 & Associates ALton Parkway 92618 Irvine, CA TIMEIDATE OF STUDY: 11:4308/02/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1225 . . . . . ************************************************************************** **************************************************************************** ttttFLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 27.47 GUTTER FLOWDEPTH(FEET) = 0.50 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIOTH(FEET) = 14.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 56.7 ttttCALCULATED ESTIMATED INTERCEPTION(CFS) = 10.1 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \ -;};. **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982.2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIMEIDATE OF STUDY: 13:51 08/02/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 1227 . :~.~( . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: CONSTANT STREET GRADE(FEET/FEET) = 0.048600 CONSTANT STREET FLOW(CFS) = 14.16 .....VERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTHCFEET) 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.66 AVERAGE FLOW VELOCITY(FEET/SEC.) = 6.17 PRODUCT OF DEPTH&VELOCITY = 2.53 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 14:28 08/02/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1227 * . 1.0' '(fA/t . . . ************************************************************************** **************************************************************************** ttttFLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~rb InLet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 14.16 GUTTER FLOWDEPTH(FEET) = 0.41 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 14.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 36.0 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 7.5 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \.,,~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF 14725 & Associates Al ton Parkway 92618 Irvine, CA -------------------------.--------------------..--------..------------------ TIMEIOATE OF STUDY: 14:28 08/02/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1231 . . I 0" - 'It; ..Me. . . . ************************************************************************** **************************************************************************** ....SUMP TYPE BASIN INPUT INFORMATION====: ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for ftowby basins and sump basins. BASIN INFLOW(CFS) = BASIN OPENING(FEET) OEPTH OF WATER(FEET) = 14.79 0.83 0.83 ....CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 6.34 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \?\ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 15:55 08/10/2001 ~;~~======~~~~~==~~~=====~~~~==~~====~~==========================~========== ************************** DESCRIPTION OF STUDY ************************** * node 1230 * 100-year * * * * ************************************************************************** **************************************************************************** >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< ---------------------------------------------------------------------------- e Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN BASIN DEPTH INFLOW (CFS) ; OPENING (FEET) OF WATER(FEET) 27.15 = 0.83 = 0.83 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) ; 11.63 ************************** DESCRIPTION OF STUDY ************************** * * * * * * ************************************************************************** **************************************************************************** >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. . BASIN INFLOW(CFS) ; BASIN OPENING(FEET) DEPTH OF WATER(FEET) 27.15 0.83 = 0.83 ~ >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH (FEET) = 11.63 ~************************ * node 1230 * * DESCRIPTION OF STUDY ************************** * * * ************************************************************************** **************************************************************************** >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< ---------------------------------------------------------------------------- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW (CFS) = BASIN OPENING(FEET) DEPTH OF WATER (FEET) 27.15 0.83 = 0.83 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 11.63 ============================================================================ 1 e . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associ ates 14725 ALton Parkway Irvine, CA 92618 TIMEIDATE OF STUDY: 10:41 08/31/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . nodes 1141 & 1148 * 100-year . . . . ************************************************************************** **************************************************************************** ....SUMP TYPE BASIN INPUT INFORMATION====: ~urb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph pLots for flowby basins and sump basins. 8ASIN INFLOW(CFS) = BASIN OPENING(FEET) DEPTH OF WATER(FEET) = 16.70 0.83 0.83 ....CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 7.15 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \SfJ e e . CATCH BASIN & STREET FLOW CALCULA TIONS DRAINAGE BASIN 1300 \b..\ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License IO 1264 AnaLysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 -.-..------------------.-------------------.----------..-------------------- TIMEIOATE OF STUDY: 16:20 06/07/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 1317 * 100-YEAR . * . . ***************************************~********************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: CONSTANT STREET GRADE(FEET/FEET) = 0.010000 CONSTANT STREET FLOW(CFS) = 49.57 tfERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 ISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(OECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ***STREET FLOWING FULL*** ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.60 HALFSTREET FLOOD WIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.20 PROOUCT OF DEPTH&VELOCITY = 2.54 ============================================================================ 1 . \~~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 .--------------.------------------------------------------------.----------- TIME/DATE OF STUDY: 16:21 06/07/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1317 * 100-YEAR . . . . ************************************************************************** **************************************************************************** ttttFLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ~curb Inlet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 24.88 GUTTER FLOWDEPTH(FEET) = 0.60 BASIN LOCAL DEPRESSIDN(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 21.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 42.4 ....CALCULATED ESTIMATED INTERCEPTION(CFS) 16.8 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 License 10 1264 Analysis prepared by: RBF & Associ ates 14725 Alton Parkway Irvine, CA 92618 -.-.-------------------------.---------------..----------------------------- TIME/DATE OF STUDY: 16:15 06/07/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1317 . ~n 8.n ID....y'Af . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: .-.---------------------------.-------..----------.-------.----------------- CONSTANT STREET GRADE(FEET/FEET) = 0.010000 CONSTANT STREET FLOW(CFS) = 32.32 .....VERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 20.00 DISTANCE FROM CROWN TO CROSS FALL GRAOEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFAll(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER.HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ***STREET FLOWING FULL*** ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ----------------.-------------------.--------------------------------------- NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.53 HALFSTREET FLOOD WIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.72 PRODUCT OF OEPTH&VELOCITY = 1.96 ===================:::;====================:::;=================================== . \J.A **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982.2000 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/2000 license ID 1264 Analysis prepared by: RBF & Associates 14725 Alton Parkway Irvine, CA 92618 --------.--.---------------------..---------.------------------------------- TIMEIDATE OF STUDY: 16:19 06/07/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1317 * 10-YEAR . . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: _________________.w_________________________________________________________ ~urb InLet Capacities are approximated based on the Bureau of ~ublic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 16.16 GUTTER FLOWDEPTH(FEET) = 0.53 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIOTH(FEET) = 21.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 31.4 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 13.2 ============================================:::;=============================== . / \~~ e .e . CATCH BASIN & STREET FLOW CALCULATIONS DRAINAGE BASIN 1500 \JfP **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1264 AnaLysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, CA 92618 --_._._--------_._-------------_.._~------------_._----.-------------------- TIME/OATE OF STUDY: 11:58 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1504 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ~~ttSTREETFLOW MODEL INPUT INFORMATION==== --------.-------------------.--------.------------------~------------------- CONSTANT STREET GRADE(FEET/FEET) = 0.040000 CONSTANT STREET FLOW(CFS) = 8.64 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(OECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIOTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ---.-----------..----------------------.-----------------------.---------.-- STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIOTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.88 12.31 5.19 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \AI **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/99 License ID 1264 AnaLysis prepared by: Robert Bein, William Frost & Associates 14725 ALton Parkway Irvine, CA 92618 ..._----~-~--------_._._-------_._--~----------_._--~----------------------- TIMEIDATE OF STUDY: 11:59 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1504 * 100-YEAR . . . . ************************************************************************** **************************************************************************** ~~(~FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION==== ..-..curb Inlet Capacities are approximated based on the Bureau of ~ubLic Roads nomograph pLots for fLowby basins and sump basins. STREETFLOW(CFS) = 8.64 GUTTER FLOWDEPTH(FEET) = 0.41 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOW8Y BASIN WIDTH(FEET) = 21.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 22.0 ~~~~CALCULATED ESTIMATED INTERCEPTION(CFS) = 8.4 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- e \~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982.99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1264 AnaLysis prepared by: Robert Bein, William Frost & Associates 14725 ALton Parkway Irvine, CA 92618 TIMEIDATE OF STUDY: 11:27 4/5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1512 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION -------.-----------------------------.-.-----------------------.------------ CONSTANT STREET GRADE(FEET/FEET) = 0.040000 CONSTANT STREET FLOW(CFS) = 17.59 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMEO TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ........-..-------------..------___._________________._4_4____________...... STREET FLOW DEPTH(FEET) = 0.45 HALF STREET FLOOD WIDTH(FEET) = 16.69 AVERAGE FLOW VELOCITY(FEET/SEC.) = 6.00 PRODUCT OF DEPTH&VELOCITY = 2_70 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 19B2-99 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/99 license ID 1264 Analysis prepared by: Robert Bein, William Frost & Associates 14725 ALton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 11:27 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE . 1512 . 100-YEAR . . . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: tllllfurb InLet Capacities are approximated based on the Bureau of ~ubLlc Roads nomograph plots for fLowby basins and sump basins. STREETFLOW(CFS) = 17.59 GUTTER FLOWDEPTH(FEET) = 0.45 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 40.6 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 14.4 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** - HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1264 Analysis prepared by: Robert Bein, Yilliam Frost & Associates 14725 ALton Parkway Irvine, CA 92618 TIMEIDATE OF STUDY: 13:13 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1515 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: CONSTANT STREET GRADE(FEET/FEET) = 0.040000 CONSTANT STREET FLOW(CFS) = 0.96 ~AVERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ~CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSSFALL GRAOEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALL(OECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.19 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = 0.66 3.56 3.50 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1264 Analysis prepared by: Robert Bein, WiLLiam Frost & Associates 14725 Alton Parkway Irvine, CA 92618 TIME/DATE OF STUDY: 13:16 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 1515 . 100-YEAR . * . * ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: ----------.--------------------------.-------------.----------.------------- ~urb Inlet Capacities are approximated based on the Bureau of ~UbliC Roads nomograph plots for fLowby basins and sump basins. STREETFLOW(CFS) = 0.96 GUTTER FLOWDEPTH(FEET) = 0.19 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 5.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 5.5 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 0.9 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License 10 1264 AnaLysis prepared by: Robert Bein, Yilliam Frost & Associates 14725 Alton Parkway Irvine, CA 92618 -------------.------------.-------.------------.--------------..------------ TIMEIDATE OF STUDY: 13:20 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1517 * 100-YEAR . . . . ************************************************************************** **************************************************************************** ~~~~STREETFLOY MODEL INPUT INFORMATION==== -----------------------------------.------------..-------------------------- CONSTANT STREET GRADE(FEET/FEET) = 0.040000 CONSTANT STREET FLOW(CFS) = 17.59 _AVERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 ISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ----------.---..---------------...------------------.------..-----------.--- STREET FLOW DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET) = 16.69 AVERAGE FLOW VELOCITY(FEET/SEC.) = 6.00 PRODUCT OF OEPTH&VELOCITY = 2.70 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License 10 1264 Analysis prepared by: Robert Bein, Y1LLiam Frost & Associates 14725 Alton Parkway Irvine, CA 92618 ----------.------------.----------------------.-.-----------------.--------- TIMEIDATE OF STUDY: 13:21 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE 1517 . 100-YEAR . . * . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: --------------.------------------------------------------------------------- ~Curb Inlet Capacities are approximated based on the Bureau of ~Public Roads nomograph plots for fLowby basins and sump basins. STREETFLOW(CFS) = 17.59 GUTTER FLOWDEPTH(FEET) = 0.45 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 28.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION 40.6 ~~~~CALCULATED ESTIMATED INTERCEPTION(CFS) 14.4 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License IO 1264 Analysis prepared by: Robert Bein, William Frost & Associates 14725 ALton Parkway Irvine, CA 92618 -----~-----_._------_.._----------_._-------------------------------------.. TIMEIDATE OF STUDY: 13:54 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 1526 AND 1529 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: -.---------.-----------------------------.---------------.------------------ CONSTANT STREET GRADE(FEET/FEET) = 0.005000 CONSTANT STREET FLOW(CFS) = 9.69 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CUR8 HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: ------.._--------~-------._---._------._._---_._----_..-----.--------------- NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBlE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW OEPTH(FEET) = 0.51 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.23 19.72 2.40 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1264 Analysis prepared by: Robert Bein, WilLiam Frost & Associates 14725 Alton Parkway Irvine, CA 92618 ---------------------.-----------.-.----------.----------------------------- TIMEIDATE OF STUDY: 13:55 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 1533 AND 1536 . . . . . ************************************************************************** **************************************************************************** ((~~STREETFLOW MODEL INPUT INFORMATION==== ..---------------.---------------.----------.-------------.-.--------------- CONSTANT STREET GRADE(FEET/FEET) = 0.005000 CONSTANT STREET FLOW(CFS) = 7.39 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) = 0.015000 ~NSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 18.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: -.-.--------------..--.-------.-------------.-----.------...---.----------.- STREET FLOW OEPTH(FEET) = 0.48 HALFSTREET FLOOD WIOTH(FEET) = 18.03 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.17 PRODUCT OF DEPTH&VELOCITY = 1.04 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \~~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License 10 1264 Analysis prepared by: Robert Bein, ~ilLlam Frost & Associates 14725 Alton Parkway Irvine, CA 92618 ----------------------------.---------.---------.--------------------------- TIMEIDATE OF STUDY: 13:56 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODES 1526 AND 1529 * 1DO-YEAR . ************************************************************************** **************************************************************************** ....FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION====: ----------------------------------------------.--.------.-------------.----- ~urb Inlet Capacities are approximated based on the Bureau of ~ubLic Roads nomograph plots for flowby basins and sump basins." STREETFLOW(CFS) = 9.69 GUTTER FLOWDEPTH(FEET) = 0.51 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 19.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 19.6 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 9.6 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . . . . ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/99 License ID 1264 Analysis prepared by: Robert Bein, WiLliam Frost & Associates 14725 Alton Parkway Irvine, CA 92618 ___________M_.__________..___.___.______________________.__________.________ TIMEIDATE OF STUDY: 13:57 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NOCES 1533 AND 1536 . . . * 100-YEAR . ************************************************************************** **************************************************************************** ((~~FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION ----------------.----.------.-_____________________.____________M___________ ~~rb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph pLots for fLowby basins and sump basins. STREETFLOW(CFS) = 7.39 GUTTER FLOWDEPTH(FEET) = 0.48 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 15.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 15.9 ....CALCULATED ESTIMATED INTERCEPTION(CFS) = 7.2 ====================================:::;======================================= e ~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/99 license rD 1264 Analysis prepared by: Robert Bein, William Frost & Associates 14725 ALton Parkway Irvine, CA 92618 TIMEIDATE OF STUDY: 14: 2 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** . NODE,....... I >'+-0 . 100- YEAR . . . . ************************************************************************** **************************************************************************** ....STREETFLOW MODEL INPUT INFORMATION====: CONSTANT STREET GRADE(FEET/FEET) = 0.029800 CONSTANT STREET FLOW(CFS) = 7.37 ~VERAGE STREET FLOW FRICTION FACTOR(MANNING) 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSSFAlL GRADEBREAK(FEET) 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(OECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER.HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: --_..._~.._-------------.._-----.._---------_..._--------~--_._---------_._- STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) PRODUCT OF DEPTH&VELOCITY = 1.61 12.31 4.43 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . \5\ **************************************************************************** e HYORAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 ReLease Date: 01/01/99 License 1D 1264 AnaLysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, CA 92618 ------------..---------------------.------------------.--------------------- TIMEIDATE OF STUDY: 13:59 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 1542 . 100-YEAR . ************************************************************************** *~***********************************~************************************** ~t~tSTREETFLOW MODEL INPUT INFORMATION===: -----------------.-----------------------.-------------------.-------------- CONSTANT STREET GRAOE(FEET/FEET) = 0.029800 CONSTANT STREET FLOW(CFS) = 6.00 ~VERAGE STREETFLOW FRICTION FACTOR(MANNING) 0.015000 ~ONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: --------.--.---------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.34 HALFSTREET FLOOD WIOTH(FEET) = 11.06 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.38 PRODUCT OF DEPTH&VELOCITY = 1.48 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . . . . \~ **************************************************************************** e HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 license ID 1264 Analysis prepared by: Robert Bein, YiLliam Frost & Associates 14725 Alton Parkway Irvine, CA 92618 -.---------..---------------.-----------------.----------------------------- TIMEIDATE OF STUDY: 14: 0 41 5/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * NODE 1542 . 100-YEAR . . . . ************************************************************************** **************************************************************************** ....FLOW8Y CATCH BASIN INLET CAPACITY INPUT INFORMATION====: -------.---------..--------------------.------------------------------------ ~urb Inlet Capacities are approximated based on the Bureau of ~blic Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 6.00 GUTTER FLOWDEPTH(FEET) = 0.34 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN WIDTH(FEET) = 18.00 ....CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 18.6 ....CALCULATED ESTIMATED INTERCEPTION(CFS) 5.9 ======================:::;=======================================:::;============= . ~ e WSPG OUTPUT: e DRAINAGE BASIN 100 LINE M . v.;v e e . o T1 CROWNE HILL PROJECT WORK ORDER # 151-00245.001 T2 Storm Drain System M 100 Year Discharge T3 File: L1NEMWSP 7/17/01 SO 1000.001258.00 1 .013 1259.5 R 1058.001265.99 1 .013 R 1062.001266.11 1 .013 1 R 1093.311267.92 1 .013 R 1101.201268.37 1 .013 53. R 1311.651280.50 1 .013 1. SH 1 CD 1 4 1.5 \~? e e . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - CROWNE HILL PROJECT WORK ORDER # 151-00245.001 HEADING LINE NO 2 IS- Storm Drain System M 1 00 Year Discharge HEADING LINE NO 3 IS- File: L1NEMWSP 7/17/01 \rJt. e e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET UIS DATA STATION INVERT SECT 1000.001258.00 1 ELEMENT NO 2 IS A REACH UIS DATA STATION INVERT SECT 1058.00 1265.99 1 0.013 ELEMENT NO 3 IS A REACH UIS DATA STATION INVERT SECT 1062.001266.11 1 0.013 ELEMENT NO 4 IS A REACH UIS DATA STATION INVERT SECT 1093.311267.92 1 0.013 ELEMENT NO 5 IS A REACH UIS DATA STATION INVERT SECT 1101.201268.37 1 0.013 ELEMENT NO 6 IS A REACH UIS DATA STATION INVERT SECT 1311.651280.50 1 0.013 W S ELEV 1259.50 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 53.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 ELEMENT NO 7 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1311.651280.50 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC \ftf e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System M 100 Year Discharge File: L1NEMWSP 7/17/01 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR *****************************+**************...***..1f***.,,******************************.**************k*""********..*****....**.***.,,*** 1000.00 1258.00 0.691 1258.691 15.8 19.87 6.133 1264.824 0.00 1.421 1.50 0.00 0.00 0 0.00 4.08 0.13776 .118927 0.49 0.660 0.00 1004.08 1258.56 0.694 1259.256 15.8 19.73 6.042 1265.298 0.00 1.421 1.50 0.00 0.00 0 0.00 19.20 0.13776 .110568 2.12 0.660 0.00 1023.28 1261.21 0.721 1261.928 15.8 18.81 5.494 1267.422 0.00 1.421 1.50 0.00 0.00 0 0.00 11.68 0.13776 .097336 1.14 0.660 0.00 1034.96 1262.82 0.748 1263.565 15.8 17.93 4.994 1268.559 0.00 1.421 1.50 0.00 0.00 0 0.00 8.17 0.13776 .085712 0.70 0.660 0.00 1043.13 1263.94 0.777 1264.718 15.8 17.10 4.540 1269.258 0.00 1.421 1.50 0.00 0.00 0 0.00 6.15 0.13776 .075550 0.46 0.660 0.00 e 1049.28 1264.79 0.807 1265.595 15.8 16.31 4.128 1269.723 0.00 1.421 1.50 0.00 0.00 0 0.00 4.83 0.13776 .066616 0.32 0.660 0.00 1054.11 1265.45 0.838 1266.293 15.8 15.54 3.748 1270.041 0.00 1.421 1.50 0.00 0.00 0 0.00 3.89 0.13776 .058826 0.23 0.660 0.00 1058.00 1265.99 0.872 1266.862 15.8 14.82 3.411 1270.273 0.00 1.421 1.50 0.00 0.00 0 0.00 4.00 0.03000 .056476 0.23 1.080 0.00 1062.00 1266.11 0.860 1266.970 15.8 15.08 3.529 1270.499 0.00 1.421 1.50 0.00 0.00 0 0.00 31.31 0.05781 .057739 1.81 0.860 0.00 1093.31 1267.92 0.860 1268.780 15.8 15.08 3.529 1272.309 0.00 1.421 1.50 0.00 0.00 0 0.00 7.89 0.05703 .057739 0.46 0.860 0.00 1101.20 1268.37 0.860 1269.230 15.8 15.08 3.529 1272.759 0.00 1.421 1.50 0.00 0.00 0 0.00 19.82 0.05764 .057739 1.14 0.860 0.00 . \ CoCo e LICENSEE: RB.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System M 100 Year Discharge File: L1NEM.wSP 7/17101 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR **********************""""*"***"'**********"****************....**********************..************************..****..,,*..****............ 1121.02 1269.51 0.860 1270.373 15.8 15.08 3.529 1273.902 0.00 1.421 1.50 0.00 0.00 0 0.00 90.38 0.05764 .055921 5.05 0.860 0.00 1211.40 1274.72 0.878 1275.600 15.8 14.70 3.354 1278.954 0.00 1.421 1.50 0.00 0.00 0 0.00 40.54 0.05764 .050974 2.07 0.860 0.00 1251.94 1277.06 0.913 1277.971 15.8 14.02 3.052 1281.023 0.00 1.421 1.50 0.00 0.00 0 0.00 19.13 0.05764 .045129 0.86 0.860 0.00 1271.07 1278.16 0.951 1279.112 15.8 13.37 2.775 1281.887 0.00 1.421 1.50 0.00 0.00 0 0.00 12.05 0.05764 .040033 0.48 0.860 0.00 1283.12 1278.86 0.991 1279.847 15.8 12.74 2.521 1282.368 0.00 1.421 1.50 0.00 0.00 0 0.00 8.45 0.05764 .035583 0.30 0.860 0.00 e 1291.57 1279.34 1.034 1280.377 15.8 12.15 2.294 1282.671 0.00 1.421 1.50 0.00 0.00 0 0.00 6.23 0.05764 .031724 0.20 0.860 0.00 1297.80 1279.70 1.081 1280.783 15.8 11.58 2.084 1282.867 0.00 1.421 1.50 0.00 0.00 0 0.00 4.76 0.05764 .028376 0.14 0.860 0.00 1302.56 1279.98 1.131 1281.107 15.8 11.05 1.896 1283.003 0.00 1.421 1.50 0.00 0.00 0 0.00 3.62 0.05764 .025500 0.09 0.860 0.00 1306.18 1280.18 1.187 1281.372 15.8 10.53 1.723 1283.095 0.00 1.421 1.50 0.00 0.00 0 0.00 2.74 0.05764 .023075 0.06 0.860 0.00 1308.92 1280.34 1.249 1281.591 15.8 10.04 1.567 1283.158 0.00 1.421 1.50 0.00 0.00 0 0.00 1.87 0.05764 .021133 0.04 0.860 0.00 1310.79 1280.45 1.323 1281.773 15.8 9.58 1.424 1283.197 0.00 1.421 1.50 0.00 0.00 0 0.00 0.86 0.05764 .019938 0.02 0.860 0.00 . \~1, e e . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151.00245.001 Storm Drain System M 100 Year Discharge File: L1NEM.wSP 7117/01 STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV UELEM SO PAGE 3 Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SF AVE HF NORM DEPTH ZR ..................******.................****..**..........***.**.......*.....****..**...****..****...........*....*..........*..****..***...**..****. 1.50 0.00 0.00 0 0.00 1311.65 1280.50 1.421 1281.921 15.8 9.13 1.294 1283.215 0.00 1.421 f"'ljk JL... L<--ScL:../?oIFI'tf,?..{/,ZC(y) /1.93') I ,ci> I . WSPG OUTPUT: e DRAINAGE BASIN 200 LINES L, L 1, L2 & DD-EE (A.D. 159) . \~\ U'<eylll1el.wsp~ ... e . . - -~-''"~-''~~'- Pag~_ ,"-",,"-. .~ .. ,_...,~.,.._-" .-. -~. o T1 CROWNE HILL PROJECT WORK ORDER # 151-00245.001 T2 Storm Drain System L LINE L 100 Year Discharge T3 File: REVLlNEL.WSP 6/19/01 REV 7/18/01 SO 1000.001272.00 1 .013 1274.83 R 1049.931275.93 1 .013 JX 1056.301276.43 1 2 .013 22.4 1276.68 63. R 1082.981278.53 1 .013 R 1110.301280.69 1 .013 70. R 1137.361282.82 1 .013 R 1142.641282.96 1 .013 1 R 1177.441283.91 1 .013 R 1289.961286.98 1 .013 21. R 1412.741290.30 1 .013 1 JX 1419.111291.3322 .013 13.2 1291.33 45. R 1465.581293.89 2 .013 R 1483.251294.86 2 .013 45. R 1513.291296.52 2 .013 SH 2 CD 1 4 2.5 CD 2 4 2.0 00 \\0 e . . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 11S- CROWNE HILL PROJECT WORK ORDER # 151-00245.001 HEADING LINE NO 2 IS- Storm Drain System L LINE L 100 Year Discharge HEADING LINE NO 3 IS - File: REVLlNEL.wSP 6/19101 REV 7/18/01 ,""\\ e e . F0515P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET UIS DATA STATION INVERT SECT 1000.001272.00 1 ELEMENT NO 2 IS A REACH UIS DATA STATION INVERT SECT 1049.931275.93 1 0.013 W S ELEV 1274.83 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A JUNCTION UIS DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3INVERT-4 PHI3 PHI4 1056.301276.43 1 2 0 0.013 22.4 0.0 1276.68 0.00 63.00 0.00 ElEMENT NO 4 IS A REACH UIS DATA STATION INVERT SECT 1082.98 1278.53 1 0.013 ELEMENT NO 5 IS A REACH UIS DATA STATION INVERT SECT 1110.301280.69 1 0.013 ELEMENT NO 6 IS A REACH UIS DATA STATION INVERT SECT 1137.361282.82 1 0.013 ELEMENT NO 7 IS A REACH UIS DATA STATION INVERT SECT 1142.641282.96 1 0.013 ELEMENT NO 8 IS A REACH UIS DATA STATION INVERT SECT 1177.441283.91 1 0.013 ELEMENT NO 9 IS A REACH UIS DATA STATION INVERT SECT 1289.961286.98 1 0.013 ELEMENT NO 10 IS A REACH UIS DATA STATION INVERT SECT 1412.741290.30 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 70.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE. ANG PT MAN H 0.00 21.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 ELEMENT NO 11 IS A JUNCTION UIS DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHl4 1419.111291.33 2 2 0 0.013 13.2 0.0 1291.30 0.03 45.00 0.00 \,\1/ e e . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH UIS DATA STATION INVERT SECT 1465.581293.89 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 13 IS A REACH UIS DATA STATION INVERT SECT 1483.251294.86 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 45.00 0.00 0 ELEMENT NO 14 IS A REACH UIS DATA STATION INVERT SECT 1513.291296.52 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 15 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1513.291296.52 2 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC \ ",\"J e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System L LINE L 100 Year Discharge File: REVlINEL.WSP 6/19/01 REV 7/18101 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR **********......,,***************.*********.*********.**...****.****..****..*********************.***********************************1r*"* 1000.00 1272.00 1.514 1273.514 58.5 18.81 5.494 1279.008 0.00 2.383 2.50 0.00 0.00 0 0.00 2.74 0.07871 .043218 0.12 1.261 0.00 1002.74 1272.22 1.527 1273.743 58.5 18.62 5.383 1279.126 0.00 2.383 2.50 0.00 0.00 0 0.00 11.08 0.07871 .040232 0.45 1.261 0.00 1013.82 1273.09 1.590 1274.678 58.5 17.75 4.895 1279.573 0.00 2.383 2.50 0.00 0.00 0 0.00 8.76 0.07871 .035697 0.31 1.261 0.00 1022.58 1273.78 1.658 1275.436 58.5 16.93 4.449 1279.885 0.00 2.383 2.50 0.00 0.00 0 0.00 7.08 0.07871 .031744 0.22 1.261 0.00 1029.66 1274.34 1.730 1276.065 58.5 16.14 4.044 1280.109 0.00 2.383 2.50 0.00 0.00 0 0.00 5.75 0.07871 .028300 0.16 1.261 0.00 e 1035.41 1274.79 1.808 1276.595 58.5 15.39 3.676 1280.271 0.00 2.383 2.50 0.00 0.00 0 0.00 4.69 0.07871 .025317 0.12 1.261 0.00 1040.10 1275.16 1.892 1277.048 58.5 14.67 3.343 1280.391 0.00 2.383 2.50 0.00 0.00 0 0.00 3.75 0.07871 .022760 0.09 1.261 0.00 1043.85 1275.45 1.986 1277.437 58.5 13.99 3.038 1280.475 0.00 2.383 2.50 0.00 0.00 0 0.00 2.94 0.07871 .020613 0.06 1.261 0.00 1046.79 1275.68 2.091 1277.774 58.5 13.34 2.762 1280.536 0.00 2.383 2.50 0.00 0.00 0 0.00 2.13 0.07871 .018899 0.04 1.261 0.00 1048.92 1275.85 2.215 1278.066 58.5 12.72 2.511 1280.577 0.00 2.383 2.50 0.00 0.00 0 0.00 1.01 0.07871 .017902 0.02 1.261 0.00 1049.93 1275.93 2.383 1278.313 58.5 12.12 2.282 1280.595 0.00 2.383 2.50 0.00 0.00 0 0.00 JUNCT STR 0.07849 .012694 0.08 0.00 . \~k. e LICENSEE: RB.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System L LINE L 100 Year Discharge File: REVLINEL.WSP 6/19/01 REV 7118101 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR .."***".."*********"....***..****....**...***.."*******.."..******..*+..'*,,*.*.******************..**,,********...*****..*,,******************** 1056.30 1276.43 4.332 1280.762 36.1 7.35 0.840 1281.602 0.00 2.038 2.50 0.00 0.00 0 0.00 3.07 0.07871 .007746 0.02 0.960 0.00 1059.37 1276.67 4.116 1280.788 36.1 7.35 0.840 1281.628 0.00 2.038 2.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1059.37 1276.67 1.020 1277.692 36.1 19.17 5.707 1283.399 0.00 2.038 2.50 0.00 0.00 0 0.00 23.61 0.07871 .0598B9 1.41 0.960 0.00 1082.98 1278.53 1.054 1279.584 36.1 18.36 5.236 1284.820 0.00 2.038 2.50 0.00 0.00 0 0.00 14.76 0.07906 .053388 0.79 0.960 0.00 1097.74 1279.70 1.087 1280.784 36.1 17.63 4.825 1285.609 0.00 2.038 2.50 0.00 0.00 0 0.00 12.56 0.07906 .047359 0.59 0.960 0.00 e 1110.30 1280.69 1.127 1281.817 36.1 16.81 4.386 1286.203 0.00 2.038 2.50 0.00 0.00 0 0.00 7.52 0.07871 .042195 0.32 0.960 0.00 1117.82 1281.28 1.159 1282.441 36.1 16.20 4.073 1286.514 0.00 2.038 2.50 0.00 0.00 0 0.00 7.95 0.07871 .037680 0.30 0.960 0.00 1125.77 1281.91 1.203 1283.110 36.1 15.44 3.702 1286.812 0.00 2.038 2.50 0.00 0.00 0 0.00 6.38 0.07871 .033168 0.21 0.960 0.00 1132.15 1282.41 1.249 1283.659 36.1 14.72 3.366 1287.025 0.00 2.038 2.50 0.00 0.00 0 0.00 5.21 0.07871 .029212 0.15 0.960 0.00 1137.36 1282.82 1.297 1284.117 36.1 14.04 3.059 1287.176 0.00 2.038 2.50 0.00 0.00 0 0.00 5.28 0.02652 .027399 0.14 1.310 0.00 1142.64 1282.96 1.296 1284.256 36.1 14.05 3.066 1287.322 0.00 2.038 2.50 0.00 0.00 0 0.00 34.80 0.02730 .027368 0.95 1.296 0.00 . \'\~ e LICENSEE: RB.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System L LINE L 100 Year Discharge File: REVLlNEL.wSP 6119/01 REV 7/18/01 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ....********+***...,,***********************...**************************************************.*****,,*..*********..******************* 1177.44 1283.91 1.298 1285.208 36.1 14.02 3.054 1288.262 0.00 2,038 2.50 0.00 0,00 0 0.00 112.52 0.02728 .027416 3.08 1.300 0.00 1289.96 1286.98 1.295 1288.275 36.1 14.07 3.073 1291.348 0.00 2.038 2.50 0.00 0.00 0 0,00 22.36 0.02704 .027650 0.62 1.300 0.00 1312.32 1287.59 1.291 1288.876 36.1 14.12 3.095 1291.971 0.00 2.038 2.50 0.00 0.00 0 0.00 100.42 0.02704 .029649 2.98 1.300 0,00 1412.74 1290.30 1.244 1291.544 36.1 14.81 3.405 1294.949 0.00 2.038 2.50 0.00 0.00 0 0.00 JUNCT STR 0.16170 .039608 0.25 0.00 1419.11 1291.33 0.957 1292.287 22.9 15.43 3,698 1295.985 0.00 1.703 2.00 0.00 0.00 0 0.00 29,21 0.05509 .044883 1.31 0,920 0.00 e 1448.32 1292.94 0.992 1293.931 22.9 14,73 3.368 1297.299 0.00 1.703 2.00 0.00 0.00 0 0.00 17.26 0,05509 .039572 0,68 0.920 0.00 1465.58 1293.89 1.030 1294.920 22.9 14.04 3.061 1297.981 0.00 1.703 2.00 0.00 0.00 0 0.00 7.99 0.05489 .035620 0.28 0.920 0.00 1473.57 1294.33 1.055 1295.364 22.9 13.61 2.878 1298.262 0.00 1.703 2.00 0.00 0.00 0 0.00 9.68 0.05489 .032163 0.31 0.920 0.00 1483.25 1294.86 1.097 1295.957 22,9 12,98 2.617 1298.574 0.00 1.703 2.00 0.00 0.00 0 0.00 0.48 0.05526 .030044 0,01 0.920 0.00 1483.73 1294.89 1.099 1295.985 22.9 12.95 2.602 1298.587 0.00 1.703 2.00 0.00 0.00 0 0.00 7,14 0,05526 .028178 0.20 0.920 0.00 1490.87 1295.28 1.142 1296.423 22.9 12.35 2.366 1298.789 0.00 1.703 2.00 0.00 0.00 0 0,00 5.57 0.05526 .024893 0.14 0.920 0.00 . \' (p e LICENSEE: R.B.F. & ASSOC.. SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System L LINE L 100 Year Discharge File: REVLINEL.wSP 6/19/01 REV 7/18/01 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ........................*****...**.....*******.............****..***..***..*****........***...........*****..**********..******..*"..**....****..******"',,*.**...***....****** 1496.44 1295.59 1.188 1296.777 22.9 11.77 2.150 1298.927 0.00 1.703 2.00 0.00 0.00 0 0.00 4.41 0.05526 .022028 0.10 0.920 0.00 1500.85 1295.83 1.237 1297.069 22.9 11.22 1.955 1299.024 0.00 1.703 2.00 0.00 0.00 0 0.00 3.54 0.05526 .019519 0.07 0.920 0.00 1504.39 1296.03 1.288 1297.316 22.9 10.70 1.778 1299.094 0.00 1.703 2.00 0.00 0.00 0 0.00 2.81 0.05526 .017323 0.05 0.920 0.00 1507.20 1296.18 1.343 1297.527 22.9 10.20 1.616 1299.143 0.00 1.703 2.00 0.00 0.00 0 0.00 2.18 0.05526 .015420 0.Q3 0.920 0.00 1509.38 1296.30 1.403 1297.707 22.9 9.72 1.468 1299.175 0.00 1.703 2.00 0.00 0.00 0 0.00 1.70 0.05526 .013761 0.02 0.920 0.00 e 1511.08 1296.40 1.466 1297.864 22.9 9.28 1.336 1299.200 0.00 1.703 2.00 0.00 0.00 0 0.00 1.20 0.05526 .012326 0.01 0.920 0.00 1512.28 1296.46 1.536 1298.000 22.9 8.84 1.214 1299.214 0.00 1.703 2.00 0.00 0.00 0 0.00 0.76 0.05526 .011103 0.01 0.920 0.00 1513.04 1296.51 1.613 1298.119 22.9 8.43 1.104 1299.223 0.00 1.703 2.00 0.00 0.00 0 0.00 0.25 0.05526 .010083 0.00 0.920 0.00 1513.29 1296.52 1.703 1298.223 22.9 8.04 1.003 1299.226 0.00 1.703 2.00 0.00 0.00 0 0.00 tvIAx US L,l...oo,l;(._= IZ ?'6' ZZ';; 1+1. Z (I.OD3) ';"'/2'1'1. 5 . \,,\1 1Lnelt~p- e e . ~- - .'-"-~"'-. -. "--~~_.._- Page 1 -----~.~.~~_.,~_._-- .~"-~ o T1 CROWNE HILL PROJECT WORK ORDER # 151-00245.001 T2 Storm Drain System L 1 100 Year Discharge T3 File: L1NELL.WSP 6/19/01 SO 1000.001291.24 1 .013 1292.29 R 1084.871292.00 1 .013 SH 1 CD 1 4 1.5 DO . \\~ Out e e . -- h!g~ .........-.--.- "._.__._~~"-"-.- ..-- F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- CROWNE HILL PROJECT WORK ORDER # 151-00245.001 HEADING LINE NO 2 IS - Storm Drain System L 1 100 Year Discharge HEADING LINE NO 3 IS - File: L1NELL.WSP 6/19/01 \,0.., f ol!~ .__ e e . .~ -,~. '. .- ~,.- -~-~-"._^ ~..- F0515P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET' . U/S DATA STATION INVERT SECT 1000.001291.24 1 . W S ELEV 1292.29 ELEMENT NO 2 IS A REACH . .. U/S DATA STATION INVERT SECT ANG PT MAN H N RADIUS ANGLE 1084.871292.00 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1084.871292.00 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC . . W S ELEV _.._.fa.ge.~ \~p g_u.!._ .~,~-~" ._- -~ - Page 5 .'_ "_'..n_"~~,,,, ~.. e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO PAGE 1 F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System L 1 100 Year Discharge File: L1NELL.WSP 6/19/01 STATION INVERT DEPTH W.S. HGT/ BASEl ZL NO AVBPR ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ************************************************************************************************************************* ********** 1000.00 1291.24 1.358 1292.598 13.2 7.85 0.956 1293.554 0.00 1.358 1.50 0.00 0.00 0 0.00 7.68 0.00895 .014190 0.11 1.500 0.00 1007.68 1291.31 1.485 1292.794 13.2 7.48 0.869 1293.663 0.00 1.358 1.50 0.00 0.00 0 0.00 2.02 0.00895 .014994 0.03 1.500 0.00 e 1009.70 1291.33 1.500 1292.827 13.2 7.47 0.867 1293.694 0.00 1.358 1.50 0.00 0.00 0 0.00 75.17 0.00895 .015619 1.17 1.500 0.00 1084.87 1292.00 2.014 1294.014 13.2 7.47 0.867 1294.881 0.00 1.358 1.50 0.00 0.00 0 0.00 (vIA-)( u '7 (..v<::, r.=,. '-::: IZ_ qq.. vi tf f- J. I. (, 'tt- 1 ) ~/~Y5,:;' e \ "b\ LineI2.wsp" . . . .,.,~---~~- Pag!J1 ,,~- o T1 CROWNE HILL PROJECT WORK ORDER # 151-00245.001 T2 Storm Drain System L LATERAL L2 100 Year Discharge T3 File: L1NEL2.wSP 6/19/01 . SO 100.001276.38 1 .013 1280.70 R 118.851281.60 1 .013 JX 121.911281.60 1 1 .013 11.2 1283.60 90. R 184.871282.00 1 .013 SH 1 CD 1 4 2.0 DD ,qy 10 ~"- ._--<,.- .~_..,". . . . --_._..~- ""._~,------_. ??g!!.~ F0515P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- CROWNE HILL PROJECT WORK ORDER # 151-00245.001 HEADING LINE NO 2 IS - Storm Drain System L LATERAL L2 100 Year Discharge HEADING LINE NO 3 IS - File: L1NEL2.wSP 6/19/01 YtJ7 o v~_._,",""'_ ~. .......~,... ,,-, ..~,~'._'..~'...'. "_"_~_~~''''_'''_'__ e e . -- ..1'f!9,El, <1_ F0515P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET' * * U/S DATA STATION INVERT SECT 100.00 1276.38 1 W S ELEV 1280.70 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT ANG PT MAN H N RADIUS ANGLE 118.851281.60 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A JUNCTION * * * . * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI3 PHI4 121.911281.60 1 1 00.013 11.2 0.0 1283.60 0.00 90.00 0.00 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING . * ELEMENT NO 4 IS A REACH . * * U/S DATA STATION INVERT SECT ANG PT MAN H N RADIUS ANGLE 184.871282.00 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 184.871282.00 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC * * W S ELEV \ 9?k. ;0 ~~~-" e e . -- ".-, ~_.,~- ~-- LICENSEE: R.B.F. & ASSOC. - SAN DIEGO PAGE 1 F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System L LATERAL L2 100 Year Discharge File: L1NEL2WSP 6/19/01 STATION INVERT DEPTH W.S. HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV Q _.~~"" Page 5 - -- HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ************************************************************************************************************************* ZR ********** 100.00 1276.38 4.320 1280.700 22.4 7.13 0.789 1281.489 0.00 1.688 0.00 0 0.00 2.02 0.27692 .009804 0.02 0.590 102.02 1276.94 3.786 1280.725 22.4 7.13 0.789 1281.514 0.00 1.688 0.00 0 0.00 HYDRAULIC JUMP 102.02 1276.94 0.799 1277.738 22.4 19.13 5.682 1283.420 0.00 1.688 0.00 0 0.00 1.30 0.27692 .084102 0.11 0.590 103.32 1277.30 0.813 1278.111 22.4 18.68 5.420 1283.531 0.00 1.688 0.00 0 0.00 2.31 0.27692 .076402 0.18 0.590 105.63 1277.94 0.842 1278.781 22.4 17.81 4.923 1283.704 0.00 1.688 0.00 0 0.00 1.98 0.27692 .067074 0.13 0.590 107.61 1278.49 0.873 1279.362 22.4 16.98 4.478 1283.840 0.00 1.688 0.00 0 0.00 1.72 0.27692 .058950 0.10 0.590 109.33 1278.96 0.906 1279.870 22.4 16.20 4.073 1283.943 0.00 1.688 0.00 0 0.00 1.49 0.27692 .051843 0.08 0.590 110.82 1279.38 0.940 1280.318 22.4 15.44 3.701 1284.019 0.00 1.688 0.00 0 0.00 1.31 0.27692 .045598 0.06 0.590 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 \f&-6 o ~~~" , ,'. ....,.w. _.~_~'__~m'~'~'~'.'.., ....._. ~.._.~.~__._ . ~__.__~ '>~'_~_~_~~_ Page 6 __~~~.~ ...._.._.__.___'m..._.... ._.,_ e 112.13 1279.74 0.975 1280.713 22.4 14.72 3.363 1284.076 0.00 1.688 2.00 0.00 0.00 0 0.00 1.13 0.27692 .040126 0.05 0.590 0.00 113.26 1280.05 1.012 1281.065 22.4 14.04 3.059 1284.124 0.00 1.688 2.00 0.00 0.00 0 0.00 0.99 0.27692 .035346 0.03 0.590 0.00 114.25 1280.33 1.051 1281.378 22.4 13.38 2.780 1284.158 0.00 1.688 2.00 0.00 0.00 0 0.00 0.86 0.27692 .031162 0.03 0.590 0.00 e . \qJc7 [,0 _ e e . - ---...." LICENSEE: R.B.F. & ASSOC. - SAN DIEGO PAGE 2 F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System L LATERAL L2 100 Year Discharge File: L1NEL2,WSP 6/19/01 STATION INVERT DEPTH W.S. HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV Page I -,,~~-"'-~'-"-.-.~~~-- .',~'-> HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL DIA ID NO. Q PIER UELEM SO SF AVE HF NORM DEPTH ************************************************************************************************************************* ZR ********** 115.11 1280.57 1.092 1281.658 22.4 12.76 2.527 1284.185 0.00 1.688 0.00 0 0.00 0.75 0.27692 .027499 0.02 0.590 115.86 1280.77 1.135 1281.908 22.4 12.17 2.299 1284.207 0.00 1.688 0.00 0 0.00 0.65 0.27692 .024296 0.02 0.590 116.51 1280.95 1.181 1282.133 22.4 11.60 2.090 1284.223 0.00 1.688 0.00 0 0.00 0.55 0.27692 .021495 0.01 0.590 117.06 1281.11 1.229 1282.334 22.4 11.06 1.900 1284.234 0.00 1.688 0.00 0 0.00 0.48 0.27692 .019040 0.01 0.590 117.54 1281.24 1.280 1282.516 22.4 10.55 1.727 1284.243 0.00 1.688 0.00 0 0.00 0.39 0.27692 .016894 0.01 0.590 117.93 1281.35 1.334 1282.680 22.4 10.05 1.570 1284.250 0.00 1.688 0.00 0 0.00 0.32 0.27692 .015027 0.00 0.590 118.25 1281.43 1.393 1282.827 22.4 9.58 1.427 1284.254 0.00 1.688 0.00 0 0.00 0.25 0.27692 .013406 0.00 0.590 118.50 1281.50 1.456 1282.960 22.4 9.14 1.297 1284.257 0.00 1.688 0.00 0 0.00 0.19 0.27692 .011999 0.00 0.590 0.00 0.00 0.00 0.00 0.00 0.00 0.00' 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 \ Cj, '\ o -~~ ,,~,. ,~ "~,,_ ~ '..h__ ~_~,"~",'~"'.'_"_'_'".M" ~,,__ ._~~. -..", "~----'''-- -,--~ --,- F'~g~8 e 118.69 1281.56 1.524 1283.081 22.4 8.72 1.180 1284.261 0.00 1.688 2.00 0.00 0.00 0 0.00 0.12 0.27692 .010795 0.00 0.590 0.00 118.81 1281.59 1.600 1283.189 22.4 8.31 1.072 1284.261 0.00 1.688 2.00 0.00 0.00 0 0.00 0.04 0.27692 .009789 0.00 0.590 0.00 118.85 1281.60 1.688 1283.288 22.4 7.92 0.974 1284.262 0.00 1.688 2.00 0.00 0.00 0 0.00 JUNCT STR 0.00000 .005893 0.02 0.00 . . \~ro ~_o __ _.._ e e . ~."', _'~~'.,"_U_"..,~.~._~~> "._,_._.~_ ~~.~~~._ Page ~ --.....- -~-"~~ ---- LICENSEE: R.B.F. & ASSOC. - SAN DIEGO PAGE 3 F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System L LATERAL L2 100 Year Discharge File: L1NEL2.wSP 6/19/01 STATION INVERT DEPTH W.S. HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ************************************************************************************************************************* ********** 121.91 1281.60 3.136 1284.736 11.2 3.56 0.197 1284.933 0.00 1.201 2.00 0.00 0.00 0 0.00 62.96 0.00635 .002451 0.15 1.140 0.00 184.87 1282.00 2.890 1284.890 11.2 3.56 0.197 1285.087 0.00 1.201 2.00 0.00 0.00 0 0.00 fAA-x. (.)::, '-de' L..: ( 7'l:, '1 1 II z(4) . ..... r I -= /1- 'l ,:;, 2 \ct-. ._Q:e,~SR e e . ~.__"_"o.~~.. ._'_.' Page 1 .,.- _...~... ~..'"~....~ _... _. .., ".,..-. -,~_.." o T1 LINE D-D/E-E IN PAUBA ROAD T2 PER AD 159 PLAN/PROFILE T3 5/16/01 FPG FILE: D-EWSP Q FILE = QD-EWSP SO 994.621269.43 1 .013 1272.43 R 1007.151270.00 1 .013 JX 1013.281270.50 2 2 .013 3.2 1270.50 45. R 1038.761270.73 2 .013 R 1075.811271.142 .013 48. JX 1079.391271.18 2 3 .013 6.5 1273.68 90. R 1099.241271.402 .013 SH 2 CD 1 4 3.00 CD 2 4 2.50 CD 3 4 1.50 DO \C\o e e e DATE: 7/1812001 TIME: 10: 2 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 CD 2 4 CD 3 4 3.00 2.50 1.50 \<\\ e e . F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING L1NE.NO 1 IS - LINE D-D/E-E IN PAUBA ROAD HEADING LINE NO 2 IS- PER AD 159 PLANIPROFILE HEADING LINE NO 3 IS - 5116101 FPG FILE: O-E.wSP Q FILE = QD-E.wSP PAGE NO 3 \o..V' e e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET UIS DATA STATION INVERT SECT 994.62 1269.43 1 ELEMENT NO 2 IS A REACH UIS DATA STATION INVERT SECT 1007.151270.00 1 0.013 W S ELEV 1272.43 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A JUNCTION UIS DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3INVERT-4 PHl3 PHl4 1013.281270.50 2 2 0 0.013 3.2 0.0 1270.50 0.00 45.00 0.00 ELEMENT NO 4 IS A REACH UIS DATA STATION INVERT SECT 1038.761270.73 2 0.013 ELEMENT NO 5 IS A REACH UIS DATA STATION INVERT SECT 1075.811271.14 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 48.00 0.00 0 ELEMENT NO 6 IS A JUNCTION UIS DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3INVERT-4 PHI3 PHl4 1079.391271.18 2 3 0 0.013 6.5 0.0 1273.68 0.00 90.00 0.00 ELEMENT NO 7 IS A REACH UIS DATA STATION INVERT SECT 1099.241271.40 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1099.241271.40 2 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ,,0...";) e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING LINE D-DIE-E IN PAUBA ROAD PER AD 159 PLANIPROFILE 5/16/01 FPG FILE: D-E.wSP Q FILE = QD-E.wSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IONO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ***************************..*..***************************************........*******....**,...,...*****************.......*****"....***.**.....***** 994.62 1269.43 3.000 1272.430 28.7 4.06 0.256 1272.686 0.00 1.734 3.00 0.00 0.00 0 0.00 0.00 0.04549 .001837 0.00 0.912 0.00 994.62 1269.43 3.000 1272.430 26.7 4.06 0.256 1272.686 0.00 1.734 3.00 0.00 0.00 0 0.00 5.76 0.04549 .001721 0.01 0.912 0.00 1000.38 1269.69 2.721 1272.413 28.7 4.26 0.282 1272.695 0.00 1.734 3.00 0.00 0.00 0 0.00 3.04 0.04549 .001676 0.01 0.912 0.00 1003.42 1269.83 2.560 1272.390 28.7 4.47 0.310 1272.700 0.00 1.734 3.00 0.00 0.00 0 0.00 2.33 0.04549 .001814 0.00 0.912 0.00 1005.75 1269.94 2.427 1272.363 28.7 4.68 0.341 1272.704 0.00 1.734 3.00 0.00 0.00 0 0.00 1.40 0.04549 .001966 0.00 0.912 0.00 e 1007.15 1270.00 2.343 1272.343 28.7 4.85 0.365 1272.708 0.00 1.734 3.00 0.00 0.00 0 0.00 JUNCT 5TR 0.08157 0.00 1013.28 1270.50 1.464 1271.964 25.5 8.54 1.132 1273.096 0.00 1.721 2.50 0.00 0.00 0 0.00 25.48 0.00903 .009320 0.24 1.473 0.00 1038.76 1270.73 1.455 1272.185 25.5 8.60 1.149 1273.334 0.00 1.721 2.50 0.00 0.00 0 0.00 2.41 0.01107 .009359 0.02 1.381 0.00 1041.17 1270.76 1.459 1272.216 25.5 8.57 1.140 1273.356 0.00 1.721 2.50 0.00 0.00 0 0.00 19.49 0.01107 .008776 0.17 1.381 0.00 1060.66 1270.97 1.518 1272.490 25.5 8.17 1.037 1273.527 0.00 1.721 2.50 0.00 0.00 0 0.00 9.47 0.01107 .007770 0.07 1.381 0.00 1070.13 1271.08 1.581 1272.658 25.5 7.79 0.942 1273.600 0.00 1.721 2.50 0.00 0.00 0 0.00 4.47 0.01107 .006893 0.03 1.381 0.00 . \a,,~ e e . LICENSEE: RB.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING LINE D-D/E-E IN PAUBA ROAD PER AD 159 PLANIPROFILE 5/16/01 FPG FILE: D-EWSP Q FILE = QD-EWSP PAGE 2 STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ZR **********....**"""**********..****,,********************,,*****************************************************.*********************** 1074.60 1271.13 1.648 1272.775 25.5 7.43 0.857 1273.632 0.00 1.721 2.50 0.00 0.00 0 0.00 1.21 0.01107 .006124 0.01 1.381 0.00 1075.81 1271.14 1.721 1272.861 25.5 7.08 0.778 1273.639 0.00 1.721 2.50 0.00 0.00 0 0.00 JUNCT STR 0.01117 .003869 0.01 0.00 1079.39 1271.18 2.475 1273.655 19.0 3.88 0.233 1273.888 0.00 1.478 2.50 0.00 0.00 0 0.00 19.85 0.01108 .001926 0.04 1.160 0.00 1099.24 1271.40 2.271 1273.671 19.0 4.06 0.255 1273.926 0.00 1.478 2.50 0.00 0.00 0 0.00 \06 e WSPG OUTPUT: e DRAINAGE BASIN 300 LINES A, A1, A2, A3, & A4 . \~~ e e . o T1 LINE 300 T2 MAIN LINE STORM DRAIN 300 SERIES SUMP INLETS TO OUTLET 100 Year Discharge T3 5/03/01 FPG FILE: A.wSP Q FILE = QA.WSP SO 1000.001232.00 1 .013 1235.00 R 1128.801269.70 1 .013 R 1132.241270.24 1 .013 19. R 1274.861271.97 1 .013 JX 1282'.041272.06 3 2 .013 12.0 1272.86 45. R 1296.791272.23 3 .013 48. R 1334.001272.69 3 .013 JX 1340.761272.77 3 4 .013 27.3 1273.21 45. R 1357.411272.97 3 .013 44. R 1369.141273.12 3 SH 3 CD 1 4 3.0 CD 2 4 1.5 CD 3 4 3.0 CD 4 4 2.5 \0..'\ e e . DATE: 5/30/2001 TIME: 10:19 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 CD 2 4 CD 3 4 CD 4 4 3.00 1.50 3.00 2.50 \C\f6 e e e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - LINE 300 HEADING LINE NO 2 IS- MAIN LINE STORM DRAIN 300 SERIES SUMP INLETS TO OUTLET 100 Year Discharge HEADING LINE NO 3 IS - 5/03/01. FPG FILE: AWSP Q FILE = QAWSP \0.,<\ '" e e e F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1000.001232.00 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 1128.801269.70 1 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT 1132.241270.24 1 0.013 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT 1274.861271.97 1 0.013 W S ELEV 1235.00 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 19.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1282.041272.06 3 2 0 0.013 12.0 0.0 1272.86 0.00 45.00 0.00 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 1296.791272.23 3 0.013 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT 1334.001272.69 3 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 48.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 8 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1340.761272.77 3 4 0 0.013 27.3 0.0 1273.21 0.00 45.00 0.00 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT .1357.41 1272.97 .3 0.013 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT 1369.141273.12 3 0.014 N RADIUS ANGLE. ANG PT MAN H 0.00 44.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 11 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1369.141273.12 3 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC v~p e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE WATER SURFACE PROFILE LISTING LINE 300 MAIN LINE STORM DRAIN 300 SERIES SUMP INLETS TO OUTLET 100 Year Discharge 5/03/01 FPG FILE: AWSP Q FILE = QAWSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ********************"***********************",.."..**********....***.**********************.*"..***.***..*******...*****,,***********.***. 1000.00 1232.00 0.909 1232.909 66.7 36.91 21.157 1254.066 0.00 2.611 3.00 0.00 0.00 0 0.00 27.62 0.29270 .238907 6.60 0.872 0.00 1027.62 1240.08 0.933 1241.016 66.7 35.55 19.629 1260.645 0.00 2.611 3.00 0.00 0.00 0 0.00 21.83 0.29270 .212477 4.64 0.872 0.00 1049.45 1246.48 0.966 1247.442 66.7 33.91 17.855 1265.297 0.00 2.611 3.00 0.00 0.00 0 0.00 14.91 0.29270 .186118 2.78 0.872 0.00 1064.36 1250.84 1.000 1251.838 66.7 32.33 16.232 1268.070 0.00 2.611 3.00 0.00 0.00 o 0.00 11.11 0.29270 .163033 1.81 0.872 0.00 1075.47 1254.09 1.035 1255.124 66.7 30.82 14.752 1269.876 0.00 2.611 3.00 0.00 0.00 0 0.00 8.70 0.29270 .142861 1.24 0.872 0.00 e 1084.17 1256.64 1.072 1257.709 66.7 29.38 13.406 1271.115 0.00 2.611 3.00 0.00 0.00 0 0.00 7.05 0.29270 .125230 0.88 0.872 0.00 1091.22 1258.70 1.110 1259.811 66.7 28.03 12.196 1272.007 0.00 2.611 3.00 0.00 0.00 0 0.00 5.64 0.29270 .109808 0.64 0.872 0.00 1097.06 1260.41 1.150 1261.561 66.7 26.71 11.080 1272.641 0.00 2.611 3.00 0.00 0.00 0 0.00 4.92 0.29270 .096343 0.47 0.872 0.00 1101.98 1261.85 1.192 1263.042 66.7 25.48 10.079 1273.121 0.00 2.611 3.00 0.00 0.00 0 0.00 4.20 0.29270 .084553 0.36 0.872 0.00 1106.18 1263.08 1.235 1264.313 66.7 24.29 9.161 1273.474 0.00 2.611 3.00 0.00 0.00 0 0.00 3.60 0.29270 .074241 0.27 0.872 0.00 1109.78 1264.13 1.281 1265.413 66.7 23.16 8.329 1273.742 0.00 2.611 3.00 0.00 0.00 0 0.00 3.12 0.29270 .065222 0.20 0.872 0.00 e 1P' e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING LINE 300 MAIN LINE STORM DRAIN 300 SERIES SUMP INLETS TO OUTLET 100 Year Discharge 5/03/01 FPG FILE: A.WSP Q FILE = QAWSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ..*********************************,.*****,,*************,,***********************.*****..*****..**********************"'**********.***** 1112.90 1265.05 1.328 1266.374 66.7 22.08 7.569 1273.943 0.00 2.611 3.00 0.00 0.00 0 0.00 2.71 0.29270 .057307 0.16 0.872 0.00 1115.61 1265.84 1.377 1267.217 66.7 21.05 6.883 1274.100 0.00 2.611 3.00 0.00 0.00 0 0.00 2.37 0.29270 .050390 0.12 0.872 0.00 1117.98 1266.53 1.429 1267.962 66.7 20.07 6.256 1274.218 0.00 2.611 3.00 0.00 0.00 0 0.00 2.07 0.29270 .044340 0.09 0.872 0.00 1120.05 1267.14 1.483 1268.623 66.7 19.14 5.688 1274.311 0.00 2.611 3.00 0.00 0.00 0 0.00 1.82 0.29270 .039042 0.07 0.872 0.00 1121.87 1267.67 1.540 1269.211 66.7 18.25 5.171 1274.382 0.00 2.611 3.00 0.00 0.00 0 0.00 1.59 0.29270 .034400 0.05 0.872 0.00 . 1123.46 1268.14 1.599 1269.736 66.7 17.40 4.700 1274.436 0.00 2.611 3.00 0.00 0.00 0 0.00 1.39 0.29270 .030337 0.04 0.872 0.00 1124.85 1268.54 1.662 1270.205 66.7 16.59 4.273 1274.478 0.00 2.611 3.00 0.00 0.00 0 0.00 1.21 0.29270 .026785 0.03 0.872 0.00 1126.06 1268.90 1.728 1270.626 66.7 15.82 3.885 1274.511 0.00 2.611 3.00 0.00 0.00 0 0.00 1.05 0.29270 .023675 0.02 0.872 0.00 1127.11 1269.21 1.798 1271.004 66.7 15.08 3.531 1274.535 0.00 2.611 3.00 0.00 0.00 0 0.00 0.91 0.29270 .020955 0.02 0.872 0.00 1128.02 1269.47 1.872 1271.344 66.7 14.38 3.210 1274.554 0.00 2.611 3.00 0.00 0.00 0 0.00 0.78 0.29270 .018576 0.01 0.872 0.00 1128.80 1269.70 1.950 1271.650 66.7 13.71 2.919 1274.569 0.00 2.611 3.00 0.00 0.00 0 0.00 0.47 0.15698 .017112 0.01 1.026 0.00 . 7P'Y . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING PAGE 3 LINE 300 MAIN LINE STORM DRAIN 300 SERIES SUMP INLETS TO OUTLET 100 Year Discharge 5/03/01 FPG FILE: AWSP Q FILE = QA.WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ********.*************.******.*****.....******.,,*.....**.**.*************************.********....****.***..********,,*..****************. 1129.27 1269.77 1.978 1271.752 66.7 13.49 2.824 1274.576 0.00 2.611 3.00 0.00 0.00 0 0.00 1.21 0.15698 .015838 0.02 1.026 0.00 1130.48 1269.96 2.064 1272.028 66.7 12.86 2.567 1274.595 0.00 2.611 3.00 0.00 0.00 0 0.00 0.99 0.15698 .014117 0.01 1.026 0.00 1131.47 1270.12 2.157 1272.276 66.7 12.26 2.334 1274.610 0.00 2.611 3.00 0.00 0.00 0 0.00 0.77 0.15698 .012626 0.01 1.026 0.00 1132.24 1270.24 2.258 1272.498 66.7 11.69 2.122 1274.620 0.00 2.611 3.00 0.00 0.00 0 0.00 101.34 0.01213 .011437 1.16 2.240 0.00 1233.58 1271.47 2.347 1273.816 66.7 11.24 1.961 1275.777 0.00 2.611 3.00 0.00 0.00 0 0.00 33.16 0.01213 .010432 0.35 2.240 0.00 e 1266.74 1271.87 2.469 1274.340 66.7 10.71 1.783 1276.123 0.00 2.611 3.00 0.00 0.00 0 0.00 8.12 0.01213 .009521 0.08 2.240 0.00 1274.86 1271.97 2.611 1274.581 66.7 10.21 1.620 1276.201 0.00 2.611 3.00 0.00 0.00 0 0.00 JUNCT STR 0.01253 .007921 0.06 0.00 1282.04 1272.06 3.493 1275.553 54.7 7.74 0.930 1276.483 0.00 2.401 3.00 0.00 0.00 0 0.00 14.75 0.01153 .006726 0.10 1.963 0.00 1296.79 1272.23 3.558 1275.788 54.7 7.74 0.930 1276.718 0.00 2.401 3.00 0.00 0.00 0 0.00 37.21 0.01236 .006726 0.25 1.915 0.00 1334.00 1272.69 3.348 1276.038 54.7 7.74 0.930 1276.968 0.00 2.401 3.00 0.00 0.00 0 0.00 JUNCT STR 0.01183 .004207 0.03 0.00 1340.76 1272.77 4.218 1276.988 27.4 3.88 0.233 1277.221 0.00 1.692 3.00 0.00 0.00 0 0.00 16.65 0.01201 .001688 0.03 1.271 0.00 . ~ e e . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING PAGE 4 LINE 300 MAIN LINE STORM DRAIN 300 SERIES SUMP INLETS TO OUTLET 100 Year Discharge 5/03/01 FPG FILE: A.WSP Q FILE = QAWSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV UELEM SO Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SF AVE HF NORM DEPTH ZR ******.*****"**,,..*.*....******.....***********....************************************************************************************ 1357.41 1272.97 4.079 1277.049 27.4 3.88 0.233 1277.282 0.00 1.692 3.00 0.00 0.00 0 0.00 11.73 0.01279 .001957 0.02 1.302 0.00 1369.14 1273.12 3.952 1277.072 27.4 3.88 0.233 1277.305 0.00 1.692 3.00 0.00 0.00 0 0.00 /VI Ax.. /),S. 4/..;'/' ;:. 117 7_ 0 7'L 1+ IZ (/1(.) ~ I'L/ 7, '1-' --0 e e . o T1 LINE 300 T2 Storm Drain Lateral LINE A2 100 Year Discharge T3 5/03/01 FPG FILE: AZWSP Q FILE = QA2WSP SO 100.001273.00 1 .013 1275.55 R 103.341273.07 1 .013 R 121.591273.46 1 .013 46. R 208.201275.35 1 .013 7. R 248.331276.21 1 .013 JX 253.151276.30 1 .013 6.2 1276.30 45. R 273.631276.50 1 .013 R 291.301276.68 1 .013 45. R 319.471276.97 1 .013 SH 1 CD 1 4 1.5 1?-!J e e e F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - LINE 300 HEADING LINE NO 2 IS- Storm Drain Lateral LINE A2 100 Year Discharge HEADING LINE NO 3 IS- 5/03/01 FPG FILE: AZWSP Q FILE = QA2WSP PAGE NO 3 vk e e . F 051 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.001273.00 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 103.34 1273.07 1 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT 121.591273.46 1 0.013 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT 208.20 1275.35 1 0.013 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT 248.331276.21 1 0.013 W S ELEV 1275.55 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 46.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 7.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 6 IS A JUNCTION. U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 253.151276.30 1 1 0 0.013 6.2 0.0 1276.30 0.00 45.00 0.00 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT 273.631276.50 1 0.013 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT 291.30 1276.68 1 0.013 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT 319.471276.97 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 45.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 10 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 319.47 1276.97 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1J> '\ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING LINE 300 Storm Drain Lateral LINE A2 100 Year Discharge 5/03/01 FPG FILE: A2WSP Q FILE = QA2WSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEi ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 100.00 1273.00 2.550 1275.550 12.4 7.02 0.765 1276.315 0.00 1.330 1.50 0.00 0.00 0 0.00 3.34 0.02096 .013935 0.05 1.030 0.00 103.34 1273.07 2.527 1275.597 12.4 7.02 0.765 1276.362 0.00 1.330 1.50 0.00 0.00 0 0.00 18.25 0.02137 .013935 0.25 1.020 0.00 121.59 1273.46 2.500 1275.960 12.4 7.02 0.765 1276.725 0.00 1.330 1.50 0.00 0.00 0 0.00 86.61 0.02182 .013935 1.21 1.010 0.00 208.20 1275.35 1.860 1277.210 12.4 7.02 0.765 1277.975 0.00 1.330 1.50 0.00 0.00 0 0.00 40.13 0.02143 .013935 0.56 1.020 0.00 248.33 1276.21 1.559 1277.769 12.4 7.02 0.765 1278.534 0.00 1.330 1.50 0.00 0.00 0 0.00 JUNCT STR 0.01867 .008710 0.04 0.00 e 253.15 1276.30 2.387 1278.687 6.2 3.51 0.191 1278.878 0.00 0.962 1.50 0.00 0.00 0 0.00 20.48 0.00977 .003484 0.07 0.831 0.00 273.63 1276.50 2.259 1278.759 6.2 3.51 0.191 1278.950 0.00 0.962 1.50 0.00 0.00 0 0.00 17.67 0.01019 .003484 0.06 0.820 0.00 291.30 1276.68 2.167 1278.847 6.2 3.51 0.191 1279.038 0.00 0.962 1.50 0.00 0.00 0 0.00 28.17 0.01030 .003484 0.10 0.820 0.00 319.47 1276.97 1.976 1278.946 6.2 3.51 0.191 1279.137 0.00 0.962 1.50 0.00 0.00 0 0.00 filA)! \);,., \<-'S,f: t :: IZ i if. l'('fb '..J./, ~~.{-) =/~'1.2. I . 1/~ e e . o T1 LINE 300 T2 Storm Drain Lateral A3 100 Year Discharges T3 5/03/01 FPG FILE: A3WSP Q FILE = QA3WSP SO 100.001276.24 1 .013 1278.69 R 120.491276.71 1 .013 SH 1 CD 1 4 1.5 1,- () 0... e e . F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- LINE 300 HEADING LINE NO 2 IS - Storm Drain Lateral A3 100 Year Discharges HEADING LINE NO 3 IS- 5/03/01 FPG FILE: A3WSP Q FILE = QA3.WSP PAGE NO 3 rz,. ,0 e tit e F 051 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.00 1276.24 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 120.491276.71 1 0.013 W S ELEV 1278.69 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 120.491276.71 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ?"" e e . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING LINE 300 Storm Drain Lateral A3 100 Year Discharges 5/03/01 FPG FILE: A3WSP Q FILE = QA3WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV UELEM SO Q PAGE 1 HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL PIER SF AVE HF NORM DEPTH HGT/ BASE/ ZL NO DIA ID NO. ZR *.*,,**************..***********,,**************,,'*,,*****....******............"****."*..**....***,,..,,***.*,,.***..""."""**,,****,,*,,"',,,,** 1.50 0.00 0.00 0 0.00 20.49 0.02294 100.00 1276.24 2.450 1278.690 6.2 3.51 0.191 1278.881 0.00 0.962 0.650 120.49 1276.71 2.051 1278.761 M.,Arx tu~iE- L US '" .003484 0.07 6.2 3.51 0.191 1278.952 0.00 0.962 .: /7..7f:; 7t../ ' + 1,7..( hf) f 1'278.99 0.00 1.50 0.00 0.00 0 0.00 1>1-- e e e o T1 LINE 300 T2 Storm Drain Lateral A4 100 Year Discharge T3 5/03/01 FPG FILE: A4WSP Q FILE = QA4WSP SO 100.001273.21 1 .013 1276.99 R 138.821273.40 1 .013 SH 1 CD 1 4 2.5 1,;\ '? e e . F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - LI NE 300 HEADING LINE NO 2 IS- Storm Drain Lateral A4 100 Year Discharge HEADING LINE NO 3 IS - 5/03/01 FPG FILE: A4WSP Q FILE = QA4WSP PAGE NO 3 1,-\6.. e e . F0515P PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.001273.21 1 W S ELEV 1276.99 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 138.821273.40 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 138.821273.40 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I' '];\":J e e e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING LINE 300 Storm Drain Lateral A4 100 Year Discharge 5/03/01 FPG FILE: A4WSP Q FILE = QA4WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV Q PAGE 1 HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ***********+"********U'******,""*********************,,,..****************.........********..****..******.......*******...*****..**..************** 2.50 0.00 0.00 0 0.00 100.00 1273.21 3.780 1276.990 27.4 5.58 0.484 1277.474 0.00 1.785 38.82 0.00489 .004462 0.17 1.952 138.82 1273.40 3.763 1277.163 27.4 5.58 0.484 1277.647 0.00 1.785 .Al,./.;,\ W~ L. V_So = 12.71.fi? -#-1, 1... (~I- ) ::: 1Z77. B I HGT/ BASE/ ZL NO ZR 0.00 2.50 0.00 0.00 0 0.00 pCp . WSPG OUTPUT: .e DRAINAGE BASIN 600 LINE 8 (E, A.D.159), 81 & 82 . 1.-,'\ 0 e T1 LINE 600 T2 Storm Drain 100 Year Discharges T3 5/03/01 FPG FILE: BWSP Q FILE = QB.WSP SO 1008.011236.40 1 .013 1239.40 R 1037.731242.82 1 .013 R 1059.581247.54 1 .013 56. R 1168.631271.11 1 .013 R 1172.131271.50 1 .013 53. R 1305.011272.16 1 .013 R 1340.351272.34 1 .013 90. R 1357.501272.43 1 .013 JX 1364.441272.61 1 4 4.013 21.5 21.51272.781272.7826. 45. R 1414.321273.28 1 .013 1 R 1449.681273.75 1 .013 90. R 1468.251274.00 1 .013 R 1471.751274.02 1 .013 R 1484.141274.08 1 .013 R 1512.111274.22 1 .013 6. R 1593.811274.63 1 .013 R 1593.811275.38 3 .013 R 1613.061275.75 3 .013 JX 1618.561275.86 3 2 .013 16.1 1276.36 45. R 1625.821276.00 3 .013 R 1660.291276.69 3 .013 90. R 1687.941277.25 3 .013 SH 3 CD 1 4 3.00 CD 2 4 1.50 CD 3 4 2.25 CD 44 2.25 e . v't; e e . ~\o... . e . DATE: 5/31/2001 TIME: 14: 5 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 3.00 CD 2 4 1.50 CD 3 4 2.25 CD 4 4 2.25 ERROR MESSAGE NUMBER 7 IN SEQUENCE CHECKING THRU CHANNEL DEFINITION DATA INVALID CARD CODE ENCOUNTERED WHILE PROCESSING CD AND PTS CARDS - CODE = 1>0 e e e F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - LINE 600 HEADING LINE NO 2 IS - Storm Drain 100 Year Discharges HEADING LINE NO 3 IS- 5/03/01 FPG FILE: BWSP Q FILE = QBWSP PAGE NO 3 ~1-'\ e e . F0515P PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1008.011236.40 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 1037.731242.82 1 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT 1059.581247.54 1 0.013 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT 1168.631271.11 1 0.013 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT 1172.131271.50 1 0.013 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 1305.011272.16 1 0.013 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT 1340.351272.34 1 0.013 ELEMENT NO 8 IS A REACH . U/S DATA STATION INVERT SECT 1357.501272.43 1 0.013 W S ELEV 1239.40 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 56.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 53.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 90.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 9 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1364.441272.61 1 4 4 0.013 21.5 21.5 1272.78 1272.78 26.00 45.00 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT 1414.321273.28 1 0.013 ELEMENT NO 11 IS A REACH . U/S DATA STATION INVERT SECT 1449.681273.75 1 0.013 ELEMENT NO 12 IS A REACH . U/S DATA STATION INVERT SECT 1468.251274.00 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 90.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 1,-17 e e . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT 1471.751274.02 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT 1484.141274.08 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 151S A REACH U/S DATA STATION INVERT SECT 1512.111274.22 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 6.00 0.00 0 ELEMENT NO 161S A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1593.81 1274.63 1 0.013 0.00 0.00 0.00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 17 IS A REACH . U/S DATA STATION INVERT SECT 1593.81 1275.38 3 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT 1613.061275.75 3 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 19 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1618.561275.86 3 2 0 0.013 16.0 0.1 1276.30 0.06 45.00 0.00 ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT 1625.82 1276.00 3 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 21 IS A REACH U/S DATA STATION INVERT SECT 1660.291276.69 3 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 90.00 0.00 0 ELEMENT NO 22 IS A REACH U/S DATA STATION INVERT SECT 1687.941277.25 3 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 23 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1687.941277.25 3 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 'b1 e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING LINE 600 Storm Drain 100 Year Discharges 5/03/01 FPG FILE: BWSP Q FILE = QB.WSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ..........u.........."******"........"*.."*"...**............"*...*..................................."...................**.**..*.....****........................... 1008.01 1236.40 1.061 1237.461 77.8 34.79 18.799 1256.260 0.00 2.749 3.00 0.00 0.00 0 0.00 29.72 0.21602 .182446 5.42 1.023 0.00 1037.73 1242.82 1.082 1243.902 77.8 33.86 17.798 1261.700 0.00 2.749 3.00 0.00 0.00 0 0.00 21.85 0.21602 .168658 3.69 1.023 0.00 1059.58 1247.54 1.106 1248.646 77.8 32.87 16.776 1265.422 0.00 2.749 3.00 0.00 0.00 0 0.00 13.33 0.21614 .156218 2.08 1.023 0.00 1072.91 1250.42 1.127 1251.549 77.8 32.04 15.943 1267.492 0.00 2.749 3.00 0.00 0.00 0 0.00 18.87 0.21614 .141512 2.67 1.023 0.00 1091.78 1254.50 1.168 1255.669 77.8 30.55 14.488 1270.157 0.00 2.749 3.00 0.00 0.00 0 0.00 13.87 0.21614 .124165 1.72 1.023 0.00 e 1105.65 1257.50 1.210 1258.708 77.8 29.13 13.174 1271.882 0.00 2.749 3.00 0.00 0.00 0 0.00 10.76 0.21614 .108966 1.17 1.023 0.00 1116.41 1259.82 1.254 1261.078 77.8 27.78 11.980 1273.058 0.00 2.749 3.00 0.00 0.00 0 0.00 8.66 0.21614 .095679 0.83 1.023 0.00 1125.07 1261.69 1.300 1262.995 77.8 26.48 10.889 1273.884 0.00 2.749 3.00 0.00 0.00 0 0.00 7.13 0.21614 .084054 0.60 1.023 0.00 1132.20 1263.24 1.348 1264.584 77.8 25.24 9.895 1274.479 0.00 2.749 3.00 0.00 0.00 0 0.00 5.97 0.21614 .073897 0.44 1.023 0.00 1138.17 1264.53 1.399 1265.925 77.8 24.07 8.998 1274.923 0.00 2.749 3.00 0.00 0.00 0 0.00 5.07 0.21614 .064997 0.33 1.023 0.00 1143.24 1265.62 1.451 1267.072 77.8 22.95 8.179 1275.251 0.00 2.749 3.00 0.00 0.00 0 0.00 4.33 0.21614 .057190 0.25 1.023 0.00 e '/;Pt 1" e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING LINE 600 Storm Drain 100 Year Discharges 5/03/01 FPG FILE: BWSP Q FILE = QBWSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ............****.***.**......******...........**...**.*****.***....**...**........**"........**.*.....**........***..**..*******************..** 1147.57 1266.56 1.506 1268.064 77.8 21.88 7.437 1275.501 0.00 2.749 3.00 0.00 0.00 0 0.00 3.73 0.21614 .050369 0.19 1.023 0.00 1151.30 1267.36 1.564 1268.928 77.8 20.86 6.759 1275.687 0.00 2.749 3.00 0.00 0.00 0 0.00 3.22 0.21614 .044403 0.14 1.023 0.00 1154.52 1268.06 1.625 1269.685 77.8 19.89 6.145 1275.830 0.00 2.749 3.00 0.00 0.00 0 0.00 2.80 0.21614 .039179 0.11 1.023 0.00 1157.32 1268.66 1.689 1270.354 77.8 18.97 5.586 1275.940 0.00 2.749 3.00 0.00 0.00 0 0.00 2.42 0.21614 .034608 0.08 1.023 0.00 1159.74 1269.19 1.757 1270.945 77.8 18.08 5.078 1276.023 0.00 2.749 3.00 0.00 0.00 0 0.00 2.11 0.21614 .030606 0.06 1.023 0.00 e 1161.85 1269.64 1.828 1271.472 77.8 17.24 4.617 1276.089 0.00 2.749 3.00 0.00 0.00 0 0.00 1.81 0.21614 .027103 0.05 1.023 0.00 1163.66 1270.04 1.904 1271.941 77.8 16.44 4.197 1276.138 0.00 2.749 3.00 0.00 0.00 0 0.00 1.57 0.21614 .024043 0.04 1.023 0.00 1165.23 1270.38 1.964 1272.360 77.8 15.68 3.816 1276.176 0.00 2.749 3.00 0.00 0.00 0 0.00 1.34 0.21614 .021374 0.03 1.023 0.00 1166.57 1270.66 2.071 1272.735 77.8 14.95 3.469 1276.204 0.00 2.749 3.00 0.00 0.00 0 0.00 1.13 0.21614 .019051 0.02 1.023 0.00 1167.70 1270.91 2.163 1273.072 77.8 14.25 3.154 1276.226 0.00 2.749 3.00 0.00 0.00 0 0.00 0.93 0.21614 .017041 0.02 1.023 0.00 1168.63 1271.11 2.265 1273.375 77.8 13.59 2.867 1276.242 0.00 2.749 3.00 0.00 0.00 0 0.00 0.91 0.11143 .015650 0.01 1.223 0.00 . 1J'-6 - LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING LINE 600 Storm Drain 100 Year Discharges 5/03/01 FPG FILE: BWSP Q FILE = QBWSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR .*****..*"..***......,,**....*****************......*********************.**,,***********************************************************"1r*** 1169.54 1271.21 2.325 1273.536 77.8 13.23 2.718 1276.254 0.00 2.749 3.00 0.00 0.00 0 0.00 1.32 0.11143 .014468 0.02 1.223 0.00 1170.86 1271.36 2.444 1273.803 77.8 12.62 2.471 1276.274 0.00 2.749 3.00 0.00 0.00 0 0.00 0.90 0.11143 .013173 0.01 1.223 0.00 1171.76 1271.46 2.580 1274.039 77.8 12.03 2.247 1276.286 0.00 2.749 3.00 0.00 0.00 0 0.00 0.37 0.11143 .012214 0.00 1.223 0.00 1172.13 1271.50 2.749 1274.249 77.8 11.46 2.041 1276.290 0.00 2.749 3.00 0.00 0.00 0 0.00 11.88 0.00497 .012615 0.15 3.000 0.00 1184.01 1271.56 3.000 1274.559 77.8 11.01 1.881 1276.440 0.00 2.749 3.00 0.00 0.00 0 0.00 121.00 0.00497 .013501 1.63 3.000 0.00 e 1305.01 1272.16 4.045 1276.205 77.8 11.01 1.881 1278.086 0.00 2.749 3.00 0.00 0.00 0 0.00 35.34 0.00509 .013606 0.48 3.000 0.00 1340.35 1272.34 4.722 1277.062 77.8 11.01 1.881 1278.943 0.00 2.749 3.00 0.00 0.00 0 0.00 17.15 0.00525 .013606 0.23 3.000 0.00 1357.50 1272.43 4.866 1277.296 77.8 11.01 1.881 1279.177 0.00 2.749 3.00 0.00 0.00 0 0.00 JUNCT STR 0.02594 .008164 0.06 0.00 1364.44 1272.61 6.932 1279.542 34.8 4.92 0.376 1279.918 0.00 1.917 3.00 0.00 0.00 0 0.00 49.88 0.01343 .002722 0.14 1.410 0.00 1414.32 1273.28 6.416 1279.696 34.8 4.92 0.376 1280.072 0.00 1.917 3.00 0.00 0.00 0 0.00 35.36 0.01329 .002722 0.10 1.414 0.00 1449.68 1273.75 6.118 1279.868 34.8 4.92 0.376 1280.244 0.00 1.917 3.00 0.00 0.00 0 0.00 18.57 0.01346 .002722 0.05 1.410 0.00 e ? e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING PAGE 4 LINE 600 Storm Drain 100 Year Discharges 5/03/01 FPG FILE: BWSP Q FILE = QBWSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ZR *"'***...***************..****..*.*****....*..,,**********........**..**.....*****..............**..........**....****.....*..****.........*****...* 1468.25 1274.00 5.918 1279.918 34.8 4.92 0.376 1280.294 0.00 1.917 3.00 0.00 0.00 0 0.00 3.50 0.00571 .002722 0.01 1.831 0.00 1471.75 1274.02 5.927 1279.947 34.8 4.92 0.376 1280.323 0.00 1.917 3.00 0.00 0.00 0 0.00 12.39 0.00464 .002722 0.03 1.937 0.00 1484.14 1274.08 5.900 1279.980 34.8 4.92 0.376 1280.356 0.00 1.917 3.00 0.00 0.00 0 0.00 27.97 0.00500 .002722 0.08 1.915 0.00 1512.11 1274.22 5.856 1280.076 34.8 4.92 0.376 1280.452 0.00 1.917 3.00 0.00 0.00 0 0.00 81.70 0.00502 .002722 0.22 1.913 0.00 1593.81 1274.63 5.668 1280.298 34.8 8.75 1.190 1281.488 0.00 2.007 2.25 0.00 0.00 0 0.00 1593.81 1275.38 4.918 1280.298 34.8 8.75 1.190 1281.488 0.00 2.007 2.25 0.00 0.00 0 0.00 e 19.25 0.01922 .012626 0.24 1.535 0.00 1613.06 1275.75 4.791 1280.541 34.8 8.75 1.190 1281.731 0.00 2.007 2.25 0.00 0.00 0 0.00 JUNCT STR 0.02000 .008136 0.04 0.00 1618.56 1275.86 5.618 1281.478 18.7 4.70 0.343 1281.821 0.00 1.512 2.25 0.00 0.00 0 0.00 7.26 0.01928 .003646 0.03 1.040 0.00 1625.82 1276.00 5.505 1281.505 18.7 4.70 0.343 1281.848 0.00 1.512 2.25 0.00 0.00 0 0.00 34.47 0.02002 .003646 0.13 1.025 0.00 1660.29 1276.69 5.009 1281.699 18.7 4.70 0.343 1282.042 0.00 1.512 2.25 0.00 0.00 0 0.00 27.65 0.02025 .003646 0.10 1.021 0.00 1687.94 1277.25 4.550 1281.800 18.7 4.70 0.343 1282.143 0.00 1.512 2.25 0.00 0.00 0 0.00 MILk f lit, {) U.S. w~f~-L - /l i::J/. BO +1, ;: /ZBl.ZJ e 1,,1-'\ e LINE 600 Storm Drain 100 Year Discharges 5/03/01 FPG FILE: B.WSP Q FILE = QBWSP 1008.01 .IW X E R 1015.83 1023.64 1031.46 1039.27 IW X E R 1047.09 1054.90 1062.72 IW X E R 1070.53 1078.35 I W CH E R 1086.16 1093.98 I W CH E R 1101.79 1109.61 IW X E R 1117.42 IW X E R 1125.24 I W X E R 1133.05 I W CH E R 1140.87 I W CH E R 1148.69 I WCH E R 1156.50 I WCH E R 1164.32 I WCH E R 1172.13 I W X E R 1179.95 I WCH E R 1187.76 I WCH E R 1195.58 I WCH E R 1203.39 I WCH E R e 1211.21 I WX E R 1219.02 I WCH E R 1226.84 I WCH E R 1234.65 I WCH E R 1242.47 I WX E R 1250.28 I WX E R 1258.10 I XH E R 1265.91 I XH E R 1273.73 I CX E R 1281.55 1289.36 1297.18 1304.99 1312.81 XW E R 1320.62 1328.44 1336.25 1344.07 CH W E R 1351.88 1359.70 I CH W E JX 1367.51 I CH WE R 1375.33 1383.14 1390.96 1398.77 1406.59 1414.40 I C H WE R 1422.22 1430.04 1437.85 1445.67 1453.48 I C H X R 1461.30 . 1469.11 CH X R 1476.93 CH WE R 1484.74 CH WE R 1,Ptib e . . 1492.56 1500.37 1508.19 1516.00 1523.82 1531.63 1539.45 1547.26 1555.08 1562.90 1570.71 1578.53 1586.34 1594.16 1601.97 1609.79 1617.60 1625.42 1633.23 1641.05 1648.86 1656.68 1664.49 1672.31 1680.12 1687.94 ICHWE.R I CH WE. R I CH WE. R I X WE. JX ICH WE. R ICH WE. R I CH X. R I CH X. R 1236.40 1240.97 1245.55 1250.12 1254.70 1259.27 1263.85 1268.42 1272.99 1277.57 1282.14 NOTES ,. GLOSSARY I = INVERT ELEVATION C = CRITICAL DEPTH W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE X = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY ?a.. e INVALID Q CARD - CAN NOT COMPUTE NEW Q VALUE - STOPPING IN MAIN FOR CODE = ... e . ~op e e e o T1 LINE 600 T2 Storm Drain Lateral 100 Year Discharge T3 5/03/01 FPG FILE: B1WSP Q FILE = QB1WSP SO 100.001272.78 1 .013 1279.54 R 130.791272.94 1 .013 SH 1 CD 1 4 2.25 'J,";\ e e . "];0}-' . e . F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 11S- LINE 600 HEADING LINE NO 2 IS - Storm Drain Lateral 100 Year Discharge HEADING LINE NO 3 IS - 5/03/01 FPG FILE: B1WSP Q FILE = QB1WSP PAGE NO 3 1,.- '? '? e . . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.001272.78 1 W S ELEV 1279.54 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 130.791272.94 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 130.791272.94 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1,.'1;/t e e . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING LINE 600 Storm Drain Lateral 100 Year Discharge 5/03/01 FPG FILE: B1WSP Q FILE = QB1WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV UELEM SO Q PAGE 1 HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL DIA ID NO. PIER SF AVE HF NORM DEPTH HGT/ BASE/ ZL NO ZR ..**..**........,,**.....**fr**.*******************.......**************.*..,,***************************.*...*******************..*....,,************* 2.25 0.00 0.00 0 0.00 30.79 0.00520 100.00 1272.78 6.760 1279.540 22.4 5.63 0.493 1280.033 0.00 1.657 1.850 .005231 0.16 130.79 1272.94 6.761 1279.701 22.4 5.63 0.493 1280.194 0.00 1.657 /'-V.k lJ S 1..v;.....CL. '" 17.7Q,701 '+1. 'Z Of) = !ZZ,o, '3 0.00 2.25 0.00 0.00 0 0.00 1,,'?~ e e . o T1 LINE 600 T2 Storm Drain Lateral 100 Year Discharge T3 5/04/01 FPG FILE: B2WSP Q FILE = QB2WSP SO 100.001272.78 1 .013 1279.54 R 139.171272.98 1 .013 SH 1 CD 1 4 2.25 '!7re, 1/ e . . F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- LINE 600 HEADING LINE NO 2 IS- Storm Drain Lateral 100 Year Discharge HEADING LINE NO 3 IS - 5/04/01 FPG FILE: B2WSP Q FILE = QB2.WSP PAGE NO 3 7--'1,1. e . . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . U/S DATA STATION INVERT SECT 100.001272.78 1 W S ELEV 1279.54 ELEMENT NO 2 IS A REACH . . U/S DATA STATION INVERT SECT 139.171272.98 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 139.171272.98 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1,,~f6 e It . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING LINE 600 Storm Drain Lateral 100 Year Discharge 5/04/01 FPG FILE: B2WSP Q FILE = QB2WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV UELEM SO Q PAGE 1 HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL DIA ID NO. PIER SF AVE HF NORM DEPTH ZR ********"******...**.""*************************+**********************,,*.**********************************.************"**""****'" 39.17 0.00511 100.00 1272.78 6.760 1279.540 22.4 5.63 0.493 1280.033 0.00 1.657 1.870 .005231 0.20 139.17 1272.98 6.765 1279.745 22.4 5.63 0.493 1280.238 0.00 1.657 filA^. \Jj. WS;'!/- ;:1 ~ I L 7 r. 1<f '" I + I. 'l. O,() 12 &o,l.f 2.25 0.00 0.00 0 0.00 0.00 2.25 0.00 0.00 0 0.00 'b'!;c... e e e o T1 LINE 600 UPSTREAM LATERAL.! .1 T2 Storm Drain 100 Year Discharge LINE B3 T3 4/10/01 FPG FILE: B3WSP Q FILE = QB3WSP SO 100.001276.36 1 .013 1281.48 R 136.111277.40 1 .013 R 152.891277.88 1 .013 43. R 170.821278.40 1 .013 SH 1 CD 1 4 1.50 ~J.P - e . F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - LINE 600 UPSTREAM LATERAL@ 1617.81 HEADING LINE NO 2 IS- Storm Drain 100 Year Discharge LINE B3 HEADING LINE NO 3 IS- 4/10/01 FPG FILE: B3WSP Q FILE = QB3WSP PAGE NO 3 ~I>t'\ . e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . U/S DATA STATION INVERT SECT 100.00 1276.36 1 ELEMENT NO 2 IS A REACH . . U/S DATA STATION INVERT SECT 136.111277.40 1 0.013 ELEMENT NO 3 IS A REACH . . U/S DATA STATION INVERT SECT 152.891277.88 1 0.013 ELEMENT NO 4 IS A REACH . U/S DATA STATION INVERT SECT 170.821278.40 1 0.013 W S ELEV 1281.48 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 43.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 170.82 1278.40 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1J1" e e e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING LINE 600 UPSTREAM LATERAL@ 1617.81 Storm Drain 100 Year Discharge LINE 83 4/10/01 FPG FILE: B3WSP Q FILE = QB3WSP PAGE 1 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ************"'**,,'*,,*********....*************"'**..********.,."**"**********************************".**,,,,*,,...************************** 100.00 1276.36 5.120 1281.480 16.4 9.28 1.338 1282.818 0.00 1.431 1.50 0.00 0.00 0 0.00 36.11 0.02880 .024375 0.88 1.130 0.00 136.11 1277.40 4.960 1282.360 16.4 9.28 1.338 1283.698 0.00 1.431 1.50 0.00 0.00 0 0.00 16.78 0.02860 .024375 0.41 1.140 0.00 152.89 1277.88 5.074 1282.954 16.4 9.28 1.338 1264.292 0.00 1.431 1.50 0.00 0.00 0 0.00 17.93 0.02900 .024375 0.44 1.130 0.00 170.82 1278.40 4.991 1283.391 16.4 9.28 1.338 1264.729 0.00 1.431 1.50 0.00 0.00 0 0.00 ('/lAy V,'7. w(.,E,l_""" Ii. &3,3'1( -+ lAh{) " /2(':'0'/ . ;,..'..... ~ "VA?] e WSPG OUTPUT: e DRAINAGE BASIN 800 LINES C, C1, C2, C3 & C4 . ~J>f'o. 0 e T1 CROWNE HILL PROJECT WORK ORDER # 151-00245.001 T2 LINE IN FOX ROAD SERIES 800 T3 File: CWSP AND QC.WSP 4/13/01 REV. 5/04/01 SO 1000.001227.83 1 .013 1230.83 R 1088.511253.99 1 .013 R 1092.011254.52 1 .013 R 1209.651255.11 1 .013 R 1245.001255.29 1 .013 90. R 1270.841255.42 1 .013 JX 1276.341255.45 1 2 2.013 10.0 10.01256.201256.2045. 57. R 1375.441255.94 1 .013 R 1389.511256.01 1 .013 R 1393.301256.03 1 .013 R 1687.691257.50 1 .013 26. JX 1691.191259.07 3 4 4.013 18.2 18.21258.001258.0045. 45. R 1800.001261.18 3 .013 R 1949.111266.04 3 .013 R 1973.251266.82 3 .013 R 1976.751266.96 3 .013 3. R 2067.711270.43 3 .013 12. R 2131.151272.64 3 .013 R 2273.251278.25 3 .013 9. R 2276.751278.36 3 .013 R 2342.091279.71 3 .013 5. R 2377.891280.44 3 .013 90. R 2427.431281.46 3 .013 R 2540.491283.79 3 .013 21. R 2557.421284.14 3 .013 45. R 2568.221284.36 3 .013 SH 3 CD 1 4 3.0 CD 2 4 1.5 CD 3 4 1.5 e CD 44 2.0 . / 1/ A.,-:J e e e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - CROWNE HILL PROJECT WORK ORDER # 151-00245.001 HEADING LINE NO 2 IS- LINE IN FOX ROAD SERIES 800 HEADING LINE NO 3 IS- File: CWSP AND QCWSP 4/13/01 REV. 5/04/01 pA~ . e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1000.001227.83 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 1088.511253.99 1 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT 1092.011254.52 1 0.013 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT 1209.651255.11 1 0.013 ELEMENT NO 5 I S A REACH U/S DATA STATION INVERT SECT 1245.001255.29 1 0.013 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 1270.841255.42 1 0.013 W S ELEV 1230.83 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 90.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1276.341255.45 1 2 2 0.013 10.0 10.0 1256.20 1256.20 45.00 57.00 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT 1375.44 1255.94 1 0.013 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT 1389.511256.01 1 0.013 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT 1393.30 1256.03 1 0.013 ELEMENT NO 11 IS A REACH U/S DATA STATION INVERT SECT 1687.691257.50 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 26.00 0.00 0 ELEMENT NO 12 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI 3 PHI4 1691.191259.07 3 4 4 0.013 18.2 18.2 1258.00 1258.00 45.00 45.00 1,-A. ~ e F0515P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1800.001261.18 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 141S A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1949.111266.04 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1973.251266.82 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 161S A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1976.751266.96 3 0.013 0.00 3.00 0.00 1 ELEMENT NO 171S A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2067.711270.43 3 0.013 0.00 12.00 0.00 0 ELEMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2131.151272.84 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 19 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2273.251278.25 3 0.013 0.00 9.00 0.00 0 e ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2276.751278.36 3 0.013 0.00 0.00 0.00 1 ELEMENT NO 21 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2342.091279.71 3 0.013 0.00 5.00 0.00 0 ELEMENT NO 22 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2377.891280.44 3 0.013 0.00 90.00 0.00 0 ELEMENT NO 23 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2427.431281.46 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 24 IS A REACH . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2540.491283.79 3 0.013 0.00 21.00 0.00 0 ELEMENT NO 25 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2557.421264.14 3 0.013 0.00 45.00 0.00 0 . ~J46 e e . F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 26 IS A REACH . U/S DATA STATION INVERT SECT 2568.221264.36 3 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 27 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 2568.22 1284.36 3 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ~J>(\ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 LINE IN FOX ROAD SERIES 800 File: CWSP AND QCWSP 4/13/01 REV. 5/04/01 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF F~OW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR **......**..**............"......"..................................******..***..,...*********....*,.."'....****************..***************..,,***........****......*****..******..**.. 1000.00 1227.83 0.904 1228.734 61.5 34.26 18.228 1246.962 0.00 2.528 3.00 0.00 0.00 0 0.00 13.24 0.29556 .208207 2.76 0.834 0.00 1013.24 1231.74 0.925 1232.668 61.5 33.15 17.068 1249.736 0.00 2.528 3.00 0.00 0.00 0 0.00 13.90 0.29556 .186324 2.59 0.834 0.00 1027.14 1235.85 0.958 1236.811 61.5 31.62 15.525 1252.336 0.00 2.528 3.00 0.00 0.00 0 0.00 10.41 0.29556 .163240 1.70 0.834 0.00 1037.55 1238.93 0.992 1239.920 61.5 30.15 14.113 1254.033 0.00 2.528 3.00 0.00 0.00 0 0.00 8.18 0.29556 .143018 1.17 0.834 0.00 1045.73 1241.35 1.027 1242.373 61.5 28.74 12.824 1255.197 0.00 2.528 3.00 0.00 0.00 0 0.00 6.64 0.29556 .125301 0.83 0.834 0.00 e 1052.37 1243.31 1.063 1244.370 61.5 27.41 11.663 1256.033 0.00 2.528 3.00 0.00 0.00 0 0.00 5.50 0.29556 .109815 0.60 0.834 0.00 1057.87 1244.93 1.101 1246.035 61.5 26.13 10.599 1256.634 0.00 2.528 3.00 0.00 0.00 0 0.00 4.63 0.29556 .096307 0.45 0.834 0.00 1062.50 1246.30 1.141 1247.445 61.5 24.91 9.634 1257.079 0.00 2.528 3.00 0.00 0.00 0 0.00 3.96 0.29556 .084486 0.33 0.834 0.00 1066.46 1247.47 1.182 1248.655 61.5 23.75 8.762 1257.417 0.00 2.528 3.00 0.00 0.00 0 0.00 3.40 0.29556 .074133 0.25 0.834 0.00 1069.86 1248.48 1.225 1249.704 61.5 22.64 7.962 1257.666 0.00 2.528 3.00 0.00 0.00 0 0.00 2.95 0.29556 .065084 0.19 0.834 0.00 1072.81 1249.35 1.270 1250.619 61.5 21.59 7.241 1257.860 0.00 2.528 3.00 0.00 0.00 0 0.00 2.56 0.29556 .057169 0.15 0.834 0.00 . 1fP e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 LINE IN FOX ROAD SERIES 800 File: C.WSP AND QCWSP 4/13/01 REV. 5/04/01 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ""..**"........""**....................""...."*.................."*,,......,,....,,**,,........."***u..."**.........*,,.....**,,"'....,,*,,...............,,*...******.,,**.........."'".........u'"......",. 1075.37 1250.11 1.317 1251.424 61.5 20.59 6.583 1258.007 0.00 2.528 3.00 0.00 0.00 0 0.00 2.24 0.29556 .050240 0.11 0.834 0.00 1077.61 1250.77 1.366 1252.135 61.5 19.63 5.983 1258.118 0.00 2.528 3.00 0.00 0.00 0 0.00 1.96 0.29556 .044171 0.09 0.834 0.00 1079.57 1251.35 1.417 1252.766 61.5 18.72 5.439 1258.205 0.00 2.528 3.00 0.00 0.00 0 0.00 1.72 0.29556 .038851 0.07 0.834 0.00 1081.29 1251.86 1.470 1253.327 61.5 17.85 4.946 1258.273 0.00 2.528 3.00 0.00 0.00 0 0.00 1.51 0.29556 .034196 0.05 0.834 0.00 1082.80 1252.30 1.526 1253.828 61.5 17.02 4.497 1258.325 0.00 2.528 3.00 0.00 0.00 0 0.00 1.32 0.29556 .030127 0.04 0.834 0.00 e 1084.12 1252.69 1.585 1254.276 61.5 16.22 4.087 1258.363 0.00 2.528 3.00 0.00 0.00 0 0.00 1.15 0.29556 .026565 0.03 0.834 0.00 1085.27 1253.03 1.647 1254.678 61.5 15.47 3.715 1258.393 0.00 2.528 3.00 0.00 0.00 0 0.00 1.00 0.29556 .023447 0.02 0.834 0.00 1086.27 1253.33 1.712 1255.040 61.5 14.75 3.377 1258.417 0.00 2.528 3.00 0.00 0.00 0 0.00 0.87 0.29556 .020717 0.02 0.834 0.00 1087.14 1253.58 1.781 1255.365 61.5 14.06 3.071 1258.436 0.00 2.528 3.00 0.00 0.00 0 0.00 0.74 0.29556 .018330 0.01 0.834 0.00 1087.88 1253.80 1.854 1255.657 61.5 13.41 2.791 1258.448 0.00 2.528 3.00 0.00 0.00 0 0.00 0.63 0.29556 .016244 0.01 0.834 0.00 1088.51 1253.99 1.932 1255.922 61.5 12.78 2.537 1258.459 0.00 2.528 3.00 0.00 0.00 0 0.00 0.92 0.15143 .014551 0.01 0.992 0.00 . /\ V" e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 LINE IN FOX ROAD SERIES 800 File: CWSP AND QCWSP 4/13/01 REV. 5/04/01 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR *****************************.************************.*..***********.****.****...."....11'.**.******.**********************.****.**** 1089.43 1254.13 2.000 1256.129 61.5 12.28 2.343 1258.472 0.00 2.528 3.00 0.00 0.00 0 0.00 0.91 0.15143 .013072 0.01 0.992 0.00 1090.34 1254.27 2.087 1256.354 61.5 11.71 2.130 1258.484 0.00 2.528 3.00 0.00 0.00 0 0.00 0.71 0.15143 .011659 0.01 0.992 0.00 1091.05 1254.37 2.182 1256.556 61.5 11.17 1.937 1258.493 0.00 2.528 3.00 0.00 0.00 0 0.00 0.52 0.15143 .010437 0.01 0.992 0.00 1091.57 1254.45 2.284 1256.737 61.5 10.65 1.760 1258.497 0.00 2.528 3.00 0.00 0.00 0 0.00 0.32 0.15143 .009389 0.00 0.992 0.00 1091.89 1254.50 2.398 1256.900 61.5 10.15 1.600 1258.500 0.00 2.528 3.00 0.00 0.00 0 0.00 0.12 0.15143 .008511 0.00 0.992 0.00 e 1092.01 1254.52 2.528 1257.048 61.5 9.68 1.454 1258.502 0.00 2.528 3.00 0.00 0.00 0 0.00 7.46 0.00502 .007822 0.06 3.000 0.00 1099.47 1254.56 2.681 1257.238 61.5 9.23 1.322 1258.560 0.00 2.528 3.00 0.00 0.00 0 0.00 38.01 0.00502 .007464 0.28 3.000 0.00 1137.48 1254.75 2.895 1257.643 61.5 8.80 1.201 1258.844 0.00 2.528 3.00 0.00 0.00 0 0.00 27.31 0.00502 .007905 0.22 3.000 0.00 1164.79 1254.88 3.000 1257.885 61.5 8.70 1.175 1259.060 0.00 2.528 3.00 0.00 0.00 0 0.00 44.86 0.00502 .008436 0.38 3.000 0.00 1209.65 1255.11 3.156 1258.266 61.5 8.70 1.175 1259.441 0.00 2.528 3.00 0.00 0.00 0 0.00 35.35 0.00509 .008502 0.30 3.000 0.00 1245.00 1255.29 3.512 1258.802 61.5 8.70 1.175 1259.977 0.00 2.528 3.00 0.00 0.00 0 0.00 25.84 0.00503 .008502 0.22 3.000 0.00 . ?fiZ-- e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 LINE IN FOX ROAD SERIES 800 File: CWSP AND QCWSP 4/13/01 REV. 5/04/01 PAGE 4 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR .***.*****************....****.u.".********************..*******************************"..*.****************.'*********.***.******** 1270.84 1255.42 3.602 1259.022 61.5 8.70 1.175 1260.197 0.00 2.528 3.00 0.00 0.00 0 0.00 JUNCT STR 0.00545 .006186 0.03 0.00 1276.34 1255.45 4.575 1260.025 41.5 5.87 0.535 1260.560 0.00 2.098 3.00 0.00 0.00 0 0.00 99.10 0.00494 .003871 0.38 . 2.193 0.00 1375.44 1255.94 4.469 1260.409 41.5 5.87 0.535 1260.944 0.00 2.098 3.00 0.00 0.00 0 0.00 14.07 0.00498 .003871 0.05 2.190 0.00 1389.51 1256.01 4.453 1260.463 41.5 5.87 0.535 1260.998 0.00 2.098 3.00 0.00 0.00 0 0.00 3.79 0.00528 .003871 0.01 2.136 0.00 1393.30 1256.03 4.474 1260.504 41.5 5.87 0.535 1261.039 0.00 2.098 3.00 0.00 0.00 0 0.00 294.39 0.00499 .003871 1.14 2.184 0.00 e 1687.69 1257.50 4.202 1261.702 41.5 5.87 0.535 1262.237 0.00 2.098 3.00 0.00 0.00 0 0.00 JUNCT STR 0.44857 .003114 0.01 0.00 1691.19 1259.07 3.204 1262.274 5.1 2.89 0.129 1262.403 0.00 0.869 1.50 0.00 0.00 0 0.00 100.01 0.01939 .002332 0.23 0.610 0.00 1791.20 1261.01 1.500 1262.509 5.1 2.89 0.129 1262.638 0.00 0.869 1.50 0.00 0.00 0 0.00 7.32 0.01939 .002183 0.02 0.610 0.00 1798.52 1261.15 1.360 1262.511 5.1 3.03 0.142 1262.653 0.00 0.869 1.50 0.00 0.00 0 0.00 0.04 0.01939 .002082 0.00 0.610 0.00 1798.56 1261.15 1.330 1262.482 5.1 3.08 0.147 1262.629 0.00 0.869 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1798.56 1261.15 0.530 1261.682 5.1 9.14 1.297 1262.979 0.00 0.869 1.50 0.00 0.00 0 0.00 1.44 0.01939 .032899 0.05 0.610 0.00 . -z:s?J e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 5 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 LINE IN FOX ROAD SERIES 800 File: CWSP AND QCWSP 4/13/01 REV. 5/04/01 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR **...**.**....**.....*******.**.....*****..***,."'...*****.*"....**.**.**.**.**.................*.*****.............****.****.**"..,,******** 1800.00 1261.18 0.530 1261.710 5.1 9.14 1.297 1263.007 0.00 0.869 1.50 0.00 0.00 0 0.00 115.86 0.03259 .032899 3.81 0.530 0.00 1915.86 1264.96 0.530 1265.486 5.1 9.14 1.297 1266.783 0.00 0.869 1.50 0.00 0.00 0 0.00 33.25 0.03259 .033576 1.12 0.530 0.00 1949.11 1266.04 0.524 1266.564 5.1 9.27 1.335 1267.899 0.00 0.869 1.50 0.00 0.00 0 0.00 24.14 0.03231 .036277 0.88 0.530 0.00 1973.25 1266.82 0.509 1267.329 5.1 9.64 1.443 1268.772 0.00 0.869 1.50 0.00 0.00 0 0.00 3.50 0.04000 .038172 0.13 Q.500 0.00 1976.75 1266.96 0.510 1267.470 5.1 9.62 1.438 1268.908 0.00 0.869 1.50 0.00 0.00 0 0.00 90.96 0.03815 .038044 3.46 0.510 0.00 e 2067.71 1270.43 0.510 1270.940 5.1 9.62 1.438 1272.378 0.00 0.869 1.50 0.00 0.00 0 0.00 63.44 0.03799 .038044 2.41 0.510 0.00 2131.15 1272.84 0.510 1273.350 5.1 9.62 1.438 1274.788 0.00 0.869 1.50 0.00 0.00 0 0.00 34.98 0.03807 .038044 1.33 0.510 0.00 2166.13 1274.17 0.510 1274.682 5.1 9.62 1.438 1276.120 0.00 0.869 1.50 0.00 0.00 0 0.00 43.71 0.03807 .037709 1.65 0.510 0.00 2209.84 1275.64 0.512 1276.348 5.1 9.57 1.422 1277. 770 0.00 0.869 1.50 0.00 0.00 0 0.00 36.91 0.03807 .035060 1.29 0.510 0.00 2246.75 1277.24 0.530 1277.771 5.1 9.12 1.293 1279.064 0.00 0.869 1.50 0.00 0.00 0 0.00 13.41 0.03807 .030729 0.41 0.510 0.00 2260.16 1277.75 0.549 1278.301 5.1 8.70 1.176 1279.477 0.00 0.869 1.50 0.00 0.00 0 0.00 7.80 0.03807 .026951 0.21 0.510 0.00 . ~-sA.. e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 6 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 LINE IN FOX ROAD SERIES 800 File: CWSP AND QCWSP 4/13/01 REV. 5/04/01 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR "'....,."'.."...."".......*******************"*************,,.**""*************'******+**.*****+.'**********************."**"***,,...,..,,,.....**** 2267.96 1278.05 0.569 1278.617 5.1 8.29 1.068 1279.685 0.00 0.869 1.50 0.00 0.00 0 0.00 5.29 0.03807 .023647 0.13 0.510 0.00 2273.25 1278.25 0.590 1278.840 5.1 7.91 0.971 1279.811 0.00 0.869 1.50 0.00 0.00 0 0.00 3.50 0.03143 .021431 0.08 0.540 0.00 2276.75 1278.36 0.600 1278.960 5.1 7.73 0.927 1279.887 0.00 0.869 1.50 0.00 0.00 0 0.00 65.34 0.02066 .020758 1.36 0.600 0.00 2342.09 1279.71 0.600 1280.310 5.1 7.73 0.927 1281.237 0.00 0.869 1.50 0.00 0.00 0 0.00 35.80 0.02039 .020758 0.74 0.600 0.00 2377.89 1280.44 0.600 1281.040 5.1 7.73 0.927 1281.967 0.00 0.869 1.50 0.00 0.00 0 0.00 49.54 0.02059 .020758 1.03 0.600 0.00 . 2427.43 1281.46 0.600 1282.060 5.1 7.73 0.927 1282.987 0.00 0.869 1.50 0.00 0.00 0 0.00 28.03 0.02061 .020758 0.58 0.600 0.00 2455.46 1282.04 0.600 1282.638 5.1 7.73 0.927 1283.565 0.00 0.869 1.50 0.00 0.00 0 0.00 61.93 0.02061 .020027 1.24 0.600 0.00 2517.39 1283.31 0.612 1283.926 5.1 7.52 0.879 1264.805 0.00 0.869 1.50 0.00 0.00 0 0.00 23.10 0.02061 .018120 0.42 0.600 0.00 2540.49 1283.79 0.635 1284.425 5.1 7.17 0.799 1285.224 0.00 0.869 1.50 0.00 0.00 0 0.00 1.60 0.02067 .016793 0.03 0.600 0.00 2542.09 1283.82 0.637 1284.460 5.1 7.12 0.788 1285.248 0.00 0.869 1.50 0.00 0.00 0 0.00 9.46 0.02067 .015635 0.15 0.600 0.00 2551.55 1284.02 0.661 1284.680 5.1 6.79 0.716 1285.396 0.00 0.869 1.50 0.00 0.00 0 0.00 5.87 0.02067 .013743 0.08 0.600 0.00 . 1-# tit LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 LINE IN FOX ROAD SERIES 800 File: CWSP AND QCWSP 4/13/01 REV. 5/04/01 PAGE 7 STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ".......",,**.*********************..**********..**..........,,*******..."****************************************",,,...****"'..."...*...**...**..*.*. 2557.42 1284.14 0.686 1284.826 5.1 6.48 0.652 1285.478 0.00 0.869 1.50 0.00 0.00 o 0.00 1.02 0.02037 .012657 0.01 0.600 0.00 2558.44 1264.16 0.691 1264.852 5.1 6.41 0.637 1285.489 0.00 0.869 1.50 0.00 0.00 0 0.00 3.69 0.02037 .011706 0.04 0.600 0.00 2562.13 1284.24 0.717 1284.953 5.1 6.11 0.579 1285.532 0.00 0.869 1.50 0.00 0.00 0 0.00 2.54 0.02037 .010299 0.03 0.600 0.00 2564.67 1284.29 0.744 1285.032 5.1 5.82 0.526 1285.558 0.00 0.869 1.50 0.00 0.00 0 0.00 1.67 0.02037 .009070 0.02 0.600 0.00 2566.34 1284.32 0.773 1285.095 5.1 5.55 0.478 1285.573 0.00 0.869 1.50 0.00 0.00 o 0.00 1.09 0.02037 .007996 0.01 0.600 0.00 e 2567.43 1284.34 0.803 1285.147 5.1 5.30 0.436 1285.583 0.00 0.869 1.50 0.00 0.00 o 0.00 0.64 0.02037 .007051 0.00 0.600 0.00 2568.07 1284.36 0.834 1285.191 5.1 5.04 0.395 1285.586 0.00 0.869 1.50 0.00 0.00 0 0.00 0.15 0.02037 .006216 0.00 0.600 0.00 2568.22 1284.36 0.869 1285.229 5.1 4.81 0.359 1285.588 0.00 0.869 1.50 0.00 0.00 o 0.00 JV1 A-,.l US, tv ~E L - IlS5,"l..lql..j.. It '2 (tl{ ) ~ , - 11 2, {. "7 ~ e #> e e . o T1 LINE 800 T2 Storm Drain Lateral C1 100 Year Discharge T3 5/03/01 FPG FILE: C1WSP Q FILE = QC1WSP SO 100.001258.00 1 .013 1262.27 R 121.011258.11 1 .013 SH 1 CD 1 4 2.0 ~-5'\ . e . F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 11S - LINE 800 HEADING LINE NO 21S- Storm Drain Lateral C1 100 Year Discharge HEADING LINE NO 3 IS- 5/03/01 FPG FILE: C1WSP Q FILE = QC1WSP PAGE NO 3 ~~ e e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.001258.00 1 . W S ELEV 1262.27 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 121.011258.11 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 121.01 1258.11 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC z,~ e e . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING PAGE 1 LINE 800 Storm Drain Lateral C1100 Year Discharge 5/03/01 FPG FILE: C1.WSP Q FILE = QC1WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV UELEM SO Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SF AVE HF NORM DEPTH ZR ******************.....,,**.*******..........***********......**..***********........**...***.....*.....,,*********************.*****...............1r* 100.00 1258.00 4.270 1262.270 19.1 6.08 0.574 1262.644 0.00 1.572 2.00 0.00 0.00 0 0.00 21.01 0.00524 .007128 0.15 2.000 0.00 121.01 1258.11 4.310 1262.420 19.1 6.08 0.574 1262.994 0.00 1.572 2.00 0.00 0.00 0 0.00 M4x v:, r.ul't' l ... 1(, C,C./fU/ -+- tl (i.c. ) ::: 12{.3 I I , 1,,(/J e e e o T1 LINE 800 T2 Storm Drain Lateral C2100 Year Discharge T3 5/03/01 FPG FILE: C2WSP Q FILE = QC2WSP SO 100.001258.00 1 .013 1262.27 R 137.831258.19 1 .013 SH 1 CD 1 4 2.00 ",,4>\ e e . F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- LINE 800 HEADING LINE NO 2 IS - Storm Drain Lateral C2 100 Year Discharge HEADING LINE NO 3 IS - 5/03/01 FPG FILE: C2WSP Q FILE = QC2WSP PAGE NO 3 1J? e e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . U/S DATA STATION INVERT SECT 100.001258.00 1 W S ELEV 1262.27 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 137.831258.19 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 137.831258.19 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ~~ e e . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING LINE 800 Storm Drain Lateral C2 100 Year Discharge 5/03/01 FPG FILE: C2WSP Q FILE = QC2WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV UELEM SO Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH PAGE 1 ZR DIA ID NO. PIER HGT/ BASE/ ZL NO SF AVE HF NORM DEPTH *********************************************************..****..******..**..***..........**..*..**....**..*......*..*......*.*..*.....*..***************** 100.00 1258.00 4.270 1262.270 19.1 6.08 0.574 1262.644 0.00 1.572 37.83 0.00502 0.00 2.00 0.00 0.00 0 0.00 .007128 0.27 2.000 137.83 1258.19 4.350 1262.540 19.1 6.08 0.574 1263.114 0.00 1.572 2.00 0.00 0.00 0 0.00 flk)( {),G, c" '7/:; /..;:. I 2f.?-}''-I 0 '..., I. t (kf ) :: 12.G.3.2.. I 1JPb. e e . o T1 LINE 800 T2 Storm Drain Lateral C3 100 Year Discharge T3 5/03/01 FPG FILE: C3WSP Q FILE = QC3WSP SO 100.001256.20 1 .013 1260.03 R 128.861256.34 1 .013 SH 1 CD 1 4 1.50 7ft~ e e . F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 11S- LINE 800 HEADING LINE NO 2 IS- Storm Drain Lateral C3 100 Year Discharge HEADING LINE NO 3 IS- 5/03/01 FPG FILE: C3WSP Q FILE = QC3WSP PAGE NO 3 "t/P e . . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.00 1256.20 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 128.861256.34 1 0.013 W S ELEV 1260.03 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 128.861256.34 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC J,,~"\ e . . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING LINE 800 Storm Drain Lateral C3 100 Year Discharge 5/03/01 FPG FILE: C3WSP Q FILE = QC3WSP PAGE 1 HGT/ BASE/ ZL NO STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL PIER Q UELEM SO SF AVE HF NORM DEPTH ******************,,,****,,,,,,*********1t*****************...****...***...**....*..........*****.**********....**...******...."..******************+** 1.50 0.00 0.00 0 0.00 Izr",tJ.J~e,I-+I.l.. ((f) / 2 C:J, / 100.00 1256.20 3.830 1260.030 11.2 6.34 0.624 1260.654 0.00 1.280 28.86 0.00485 .011368 0.33 1.500 128.86 1256.34 4.018 1260.358 11.2 6.34 0.624 1260.982 0.00 1.280 /'1';:')( \J .$. Cuc.,~L-.::: '" DIA ID NO. ZR 0.00 1.50 0.00 0.00 0 0.00 rz;,"b e e e o T1 LINE 800 T2 Storm Drain Lateral C4 100 Year Discharge T3 5/03/01 FPG FILE: C4WSP Q FILE = QC4WSP SO 100.001256.13 1 .013 1260.03 R 137.981256.32 1 .013 SH 1 CD 1 4 1.50 ~(,o... . e . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING PAGE 1 LINE 800 Storm Drain Lateral C4 100 Year Discharge 5/03/01 FPG FILE: C4WSP Q FILE = QC4WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ZR .....,.....***........".......****************....***..***.....**....*.*.*****"****"**************"..****""'''***.''********''.""".""*"."""''''''.''''''*''.''*'' 100.00 1256.13 3.900 1260.030 11.2 6.34 0.624 1260.654 0.00 1.280 1.50 0.00 0.00 0 0.00 37.98 0.00500 .011368 0.43 1.500 0.00 137.98 1256.32 4.142 1260.462 11.2 6.34 0.624 1261.086 0.00 1.280 1.50 0.00 0.00 0 0.00 {VIA-X r1 Cl V'!-./. (j.J '5 e L:=. I 2 1;,0. J.f.~ I -I- I ,,? (hf) '" t I(~/.Z 1-,\0 e WSPG OUTPUT: e DRAINAGE BASIN 1000 LINE H . "J;'\\ e 0 T1 CROWNE HILL PROJECT WORK ORDER # 151-00245.001 T2 Storm Drain System H 100 Year Discharges . T3 File: H:IPDATAI15-00245.001IHYDROIWSPGILlNEHWSP SO 861.031226.00 1 .013 1230.00 R 918.631237.69 1 .013 R 927.931240.00 1 .013 12. JX 927.931240.00 1 4 .013 20.2 1241.00 45. R 986.031244.67 1 .013 75. R 997.671245.65 1 .013 R 1002.331245.85 1 .013 1 R 1121.931246.81 1 .013 JX 1121.931246.81 1 2 .013 33.7 1247.06 45. R 1174.911247.24 1 .013 R 1245.601247.80 1 .013 90. JX 1250.271247.84 1 5 5.013 11.6 1.51249.071249.0745. 35. 1 R 1518.441249.99 1 .013 R 1523.101250.02 1 .013 1 R 1825091252.44 1 .013 15.5 JX 1829.751252.98 25 5.013 6.4 8.01253.171253.1735.0 45. 1 R 1867.651253.34 2 .013 2.0 R 1894.091253.60 2 .013 85.0 JX 1905.261254.1033 .013 70.2 1254.10 65.0 R 2061.611254.85 3 .013 e R 2171.151255.48 3 .013 5.5 R 2175.151256.48 4 .013 1 R 2471.671264.13 4 .013 15.0 R 2475.571264.23 4 .013 1 R 2560.921266.43 4 .013 4.5 R 2665.441269.134 .013 JX 2670.941269.25 44 .013 2.3 1269.19 25.0 1 R 2739.861270.62 4 .013 R 2775.201271.32 4 .013 90.0 JX 2782.781271.47 45 .013 10.7 1271.70 45.0 R 2809.531272.00 4 .013 SH 4 CD 1 4 4.0 CD 2 4 3.5 CD 3 4 3.0 CD 4 4 2.0 CD 5 4 1.5 . "j,.^f; e e e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - CROWNE HILL PROJECT WORK ORDER # 151-00245.001 HEADING LINE NO 2 IS- Storm Drain System H 100 Year Discharges HEADING LINE NO 3 IS - File: H:IPDA T AI 15-00245.001 IHYDROIWSPGILlNEH WSP '?/ " "? e e e F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 861.031226.00 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 918.631237.69 1 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT 927.931240.00 1 0.013 W S ELEV 1230.00 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 12.00 0.00 0 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 927.931240.00 1 4 0 0.013 20.2 0.0 1241.00 0.00 45.00 0.00 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT 986.031244.67 1 0.013 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 997.671245.65 1 0.013 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT 1002.331245.85 1 0.013 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT 1121.931246.81 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 75.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 9 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT -4 PHI3 PHI4 1121.931246.81 1 2 0 0.013 33.7 0.0 1247.06 0.00 45.00 0.00 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT 1174.911247.24 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 -v,\A. e e . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A REACH U/S DATA STATION INVERT SECT 1245.601247.80 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 90.00 0.00 0 ELEMENT NO 121S A JUNCTION U/S DATA STATION INVERT SECT LAT-l LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1250.271247.84 1 5 5 0.013 11.6 1.5 1249.07 1249.07 45.00 35.00 ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT 1518.441249.99 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 141S A REACH U/S DATA STATION INVERT SECT 1523.101250.02 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 ELEMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT 1825.091252.44 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 15.50 0.00 0 ELEMENT NO 16 IS A JUNCTION . . U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1829.751252.98 2 5 5 0.013 6.4 8.0 1253.17 1253.17 35.00 45.00 ELEMENT NO 17 I S A REACH U/S DATA STATION INVERT SECT 1867.651253.34 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 2.00 0.00 0 ELEMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT 1894.091253.60 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 85.00 0.00 0 ELEMENT NO 19 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-' LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1905.261254.10 3 3 0 0.013 70.2 0.0 1254.10 0.00 65.00 0.00 ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT 2061.61 1254.85 3 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 7,,1-5 e . . F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 21 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2171.151255.48 3 0.013 0.00 5.50 0.00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 22 IS A REACH U/S DATA STATION INVERT SECT 2175.15 1256.48 4 0.013 ELEMENT NO 23 IS A REACH U/S DATA STATION INVERT SECT 2471.671264.13 4 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 15.00 0.00 0 ELEMENT NO 24 IS A REACH U/S DATA STATION INVERT SECT 2475.571264.23 4 0.013 ELEMENT NO 25 IS A REACH U/S DATA STATION INVERT SECT 2560.921266.43 4 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 4.50 0.00 0 ELEMENT NO 26 IS A REACH U/S DATA STATION INVERT SECT 2665.441269.13 4 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 27 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 2670.941269.25 4 4 0 0.013 2.3 0.0 1269.19 0.00 25.00 0.00 ELEMENT NO 28 IS A REACH U/S DATA STATION INVERT SECT 2739.86 1270.62 4 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 29 IS A REACH U/S DATA STATION INVERT SECT 2775.201271.32 4 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 90.00 0.00 0 ELEMENT NO 30 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 2782.781271.47 4 5 0 0.013 10.7 0.0 1271.70 0.0045.00 0.00 ELEMENT NO 31 IS A REACH U/S DATA STATION INVERT SECT 2809.531272.00 4 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 'l-~ e e . F 0 5 1 5 P PAGE NO 5 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 32 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 2809.531272.00 4 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC '1-,,'\ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System H 100 Year Discharges File: H:IPDA TAl 15-00245.001 IHYDROIWSPGILI NEH. WSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ......*....************.**************...*****.*******..*******...**....*****************..***********...************..****************.******** 861.03 1226.00 1.765 1227.765 177.4 33.16 17.092 1244.857 0.00 3.764 4.00 0.00 0.00 0 0.00 0.60 0.20295 .093856 0.06 1.431 0.00 861.63 1226.12 1.768 1227.891 177.4 33.10 17.010 1244.901 0.00 3.764 4.00 0.00 0.00 0 0.00 12.87 0.20295 .087688 1.13 1.431 0.00 874.50 1228.73 1.834 1230.568 177.4 31.56 15.467 1246.035 0.00 '3.764 4.00 0.00 0.00 0 0.00 10.64 0.20295 .077288 0.82 1.431 0.00 885.14 1230.69 1.903 1232.796 177.4 30.09 14.057 1246.853 0.00 3.764 4.00 0.00 0.00 0 0.00 8.94 0.20295 .068004 0.61 1.431 0.00 894.08 1232.71 1.975 1234.682 177.4 28.69 12.779 1247.461 0.00 3.764 4.00 0.00 0.00 0 0.00 7.59 0.20295 .059869 0.45 1.431 0.00 e 901.67 1234.25 2.050 1236.298 177.4 27.36 11.620 1247.918 0.00 3.764 4.00 0.00 0.00 0 0.00 6.51 0.20295 .052743 0.34 1.431 0.00 908.18 1235.57 2.129 1237.698 177.4 26.08 10.562 1248.260 0.00 3.764 4.00 0.00 0.00 0 0.00 5.60 0.20295 .046518 0.26 1.431 0.00 913.78 1236.71 2.213 1238.919 177.4 24.87 9.602 1248.521 0.00 3.764 4.00 0.00 0.00 0 0.00 4.85 0.20295 .041070 0.20 1.431 0.00 918.63 1237.69 2.301 1239.991 177.4 23.71 8.729 1248.720 0.00 3.764 4.00 0.00 0.00 0 0.00 0.91 0.24839 .037923 0.03 1.356 0.00 919.54 1237.92 2.324 1240.240 177.4 23.42 8.519 1248.759 0.00 3.764 4.00 0.00 0.00 0 0.00 3.19 0.24839 .035168 0.11 1.356 0.00 922.73 1238.71 2.418 1241.127 177.4 22.33 7.744 1248.671 0.00 3.764 4.00 0.00 0.00 0 0.00 2.79 0.24839 .031131 0.09 1.356 0.00 . 'Z-"~ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System H 100 Year Discharges File: H:IPDA TAl 15-00245.001 IHYDROIWSPGILlNEH. WSP PAGE 2 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR **************************,,*********.*********************w**...********************************************************************* 925.52 1239.40 2.517 1241.917 177.4 21.29 7.039 1248.956 0.00 3.764 4.00 0.00 0.00 0 0.00 2.41 0.24839 .027608 0.07 1.356 0.00 927.93 1240.00 2.624 1242.624 177.4 20.30 6.400 1249.024 0.00 3.764 4.00 0.00 0.00 0 0.00 JUNCT STR 0.00000 .031887 0.00 0.00 927.93 1240.00 2.147 1242.147 157.2 22.88 8.130 1250.277 0.00 3.649 4.00 0.00 0.00 0 0.00 3.39 0.08038 .037309 0.13 1.724 0.00 931.32 1240.27 2.164 1242.436 157.2 22.65 7.967 1250.403 0.00 3.649 4.00 0.00 0.00 0 0.00 13.98 0.08038 .034654 0.48 1.724 0.00 945.30 1241.40 2.249 1243.645 157.2 21.60 7.242 1250.887 0.00 3.649 4.00 0.00 0.00 0 0.00 11.42 0.08038 .030606 0.35 1.724 0.00 e 956.72 1242.31 2.339 1244.653 157.2 20.59 6.584 1251.237 0.00 3.649 4.00 0.00 0.00 0 0.00 9.45 0.08038 .027065 0.26 1.724 0.00 966.17 1243.07 2.434 1245.507 157.2 19.64 5.987 1251.494 0.00 3.649 4.00 0.00 0.00 0 0.00 7.87 0.08038 .023964 0.19 1.724 0.00 974.04 1243.71 2.534 1246.240 157.2 18.72 5.442 1251.682 0.00 3.649 4.00 0.00 0.00 0 0.00 6.54 0.08038 .021257 0.14 1.724 0.00 980.58 1244.23 2.642 1246.874 157.2 17.85 4.947 1251.821 0.00 3.649 4.00 0.00 0.00 0 0.00 5.45 0.08038 .018899 0.10 1.724 0.00 986.03 1244.67 2.757 1247.427 157.2 17.02 4.497 1251.924 0.00 3.649 4.00 0.00 0.00 0 0.00 2.69 0.08419 .017199 0.05 1.702 0.00 988.72 1244.90 2.831 1247.727 157.2 16.53 4.243 1251.970 0.00 3.649 4.00 0.00 0.00 0 0.00 3.73 0.06419 .015725 0.06 1.702 0.00 e ~1f\ . e e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System H 100 Year Discharges File: H:IPDA TAl 15-00245.001 IHYDROIWSPGILI NEH. WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV o PAGE 3 HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRiTICAL DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ***..**********......"............*****..,,***.**.**************.._*******************1t.*.*u...***U'*******************._.**......"__........,,....... 4.00 0.00 0.00 0 0.00 992.45 1245.21 2.961 1248.172 157.2 15.76 3.857 1252.029 0.00 3.649 2.98 0.08419 .014102 0.04 1.702 995.43 1245.46 3.103 1248.564 157.2 15.03 3.506 1252.070 0.00 3.649 2.24 0.06419 .012720 0.03 1.702 997.67 1245.65 3.262 1248.912 157.2 14.33 3.187 1252.099 0.00 3.649 3.24 0.04292 .011616 0.04 2.066 1000.91 1245.79 3.428 1249.217 157.2 13.71 2.919 1252.136 0.00 3.649 1.42 0.04292 .010792 0.02 2.066 1002.33 1245.85 3.649 1249.499 157.2 13.07 2.653 1252.152 0.00 3.649 41.26 0.00803 .011130 0.46 4.000 1043.59 1246.18 4.000 1250.181 157.2 12.51 2.430 1252.611 0.00 3.649 78.34 0.00803 .011897 0.93 4.000 1121.93 1246.81 4.3091251.119 157.2 12.51 2.430 1253.549 0.00 3.649 JUNCT STR 0.00000 .009685 0.00 1121.93 1246.81 5.964 1252.774 123.5 9.83 1.500 1254.274 0.00 3.340 52.98 0.00812 .007392 0.39 3.125 1174.91 1247.24 5.925 1253.165 123.5 9.83 1.500 1254.665 0.00 3.340 70.69 0.00792 .007392 0.52 3.162 1245.60 1247.80 6.188 1253.988 123.5 9.83 1.500 1255.488 0.00 3.340 JUNCT STR 0.00856 .006650 0.03 1250.27 1247.84 6.646 1254.486 110.4 8.79 1.199 1255.685 0.00 3.176 268.17 0.00802 .005907 1.58 2.854 ZR 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 1/f:fP e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System H 100 Year Discharges File: H:IPDA TAl 15-00245.001 IHYDROIWSPGILlNEH WSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ""'''****''..****''..''**********.**......''***************.*******"."...""'''**************.''****.''************''*''**********"*"************** 1518.44 1249.99 6.080 1256.070 110.4 8.79 1.199 1257.269 0.00 3.176 4.00 0.00 0.00 0 0.00 4.66 0.00644 .005907 0.03 3.136 0.00 1523.10 1250.02 6.137 1256.157 110.4 8.79 1.199 1257.356 0.00 3.176 4.00 0.00 0.00 0 0.00 301.99 0.00801 .005907 1.78 2.855 0.00 1825.09 1252.44 5.601 1258.041 110.4 8.79 1.199 1259.240 0.00 3.176 4.00 0.00 0.00 0 0.00 JUNCT STR 0.11588 .007506 0.03 0.00 1829.75 1252.98 5.004 1257.984 96.0 9.98 1.546 1259.530 0.00 3.022 3.50 0.00 0.00 0 0.00 37.90 0.00950 .009105 0.35 2.803 0.00 1867.65 1253.34 5.035 1258.375 96.0 9.98 1.546 1259.921 0.00 3.022 3.50 0.00 0.00 0 0.00 26.44 0.00983 .009105 0.24 2.756 0.00 e 1894.09 1253.60 5.317 1258.917 96.0 9.98 1.546 1260.463 0.00 3.022 3.50 0.00 0.00 0 0.00 JUNCT STR 0.04476 .005300 0.06 0.00 1905.26 1254.10 6.994 1261.094 25.8 3.65 0.207 1261.301 0.00 1.640 3.00 0.00 0.00 0 0.00 156.35 0.00480 .001496 0.23 1.602 0.00 2061.61 1254.85 6.478 1261.328 25.8 3.65 0.207 1261.535 0.00 1.640 3.00 0.00 0.00 0 0.00 109.54 0.00575 .001496 0.16 1.517 0.00 2171.15 1255.48 6.022 1261.502 25.8 8.21 1.047 1262.549 0.00 1.782 2.00 0.00 0.00 0 0.00 4.00 0.25000 .013007 0.05 0.650 0.00 2175.15 1256.48 . 5.126 1261.606 25.8 8.21 1.047 1262.653 0.00 1.782 2.00 0.00 0.00 0 0.00 214.23 0.02580 .013007 2.79 1.242 0.00 2389.38 1262.01 2.453 1264.460 25.8 8.21 1.047 1265.507 0.00 1.782 2.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 . 7)>\ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 5 WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System H 100 Year Discharges File: H:IPDA TAl 15-00245.001 IHYDROIWSPGILI NEH. WSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ******.****..***............****.................***.....**..*****..**...."..***.**.........**..******.*"..**********.....*.*.**...****** 2389.38 1262.01 1.243 1263.250 25.8 12.57 2.455 1265.705 0.00 1.782 2.00 0.00 0.00 0 0.00 82.29 0.02580 .025695 2.11 1.242 0.00 2471.67 1264.13 1.250 1265.380 25.8 12.49 2.422 1267.802 0.00 1.782 2.00 0.00 0.00 0 0.00 3.90 0.02564 .025475 0.10 1.250 0.00 2475.57 1264.23 1.250 1265.480 25.8 12.49 2.422 1267.902 0.00 1.782 2.00 0.00 0.00 0 0.00 85.35 0.02578 .024695 2.11 1.243 0.00 2560.92 1266.43 1.277 1267.707 25.8 12.18 2.304 1270.011 0.00 1.782 2.00 0.00 0.00 0 0.00 47.51 0.02583 .022595 1.07 1.242 0.00 2608.43 1267.66 1.330 1268.987 25.8 11.62 2.097 1271.084 0.00 1.782 2.00 0.00 0.00 0 0.00 23.17 0.02583 .020106 0.47 1.242 0.00 e 2631.60 1268.26 1.388 1269.644 25.8 11.08 1.907 1271.551 0.00 1.782 2.00 0.00 0.00 0 0.00 13.96 0.02583 .017932 0.25 1.242 0.00 2645.56 1268.62 1.451 1270.068 25.8 10.57 1.733 1271.801 0.00 1.782 2.00 0.00 0.00 0 0.00 9.16 0.02583 .016050 0.15 1.242 0.00 2654.72 1268.85 1.519 1270.372 25.8 10.07 1.576 1271.948 0.00 1.782 2.00 0.00 0.00 0 0.00 5.99 0.02583 .014434 0.09 1.242 0.00 2660.71 1269.01 1.594 1270.602 25.8 9.61 1.433 1272.035 0.00 1.782 2.00 0.00 0.00 0 0.00 3.46 0.02583 .013082 0.05 1.242 0.00 2664.17 1269.10 1.680 1270.777 25.8 9.16 1.303 1272.080 0.00 1.782 2.00 0.00 0.00 0 0.00 1.27 0.02583 .012013 0.02 1.242 0.00 2665.44 1269.13 1.782 1270.912 25.8 8.73 1.183 1272.095 0.00 1.782 2.00 0.00 0.00 0 0.00 JUNCT STR 0.02182 .011172 0.06 0.00 e 1,-/OV e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System H 100 Year Discharges File: H:IPDA TAl 15-00245.001 IHYDROIWSPGILlNEH. WSP PAGE 6 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ****************************H".'''**********************"'*"***********'**************************"'u***"****************************** 2670.94 1269.25 2.211 1271.461 23.5 7.48 0.869 1272.330 0.00 1.721 2.00 0.00 0.00 0 0.00 4.29 0.01988 .010791 0.05 1.274 0.00 2675.23 1269.34 2.173 1271.508 23.5 7.48 0.869 1272.377 0.00 1.721 2.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 2675.23 1269.34 1.301 1270.636 23.5 10.86 1.831 1272.467 0.00 1.721 2.00 0.00 0.00 0 0.00 32.30 0.01988 .018278 0.59 1.274 0.00 2707.53 1269.98 1.328 1271.305 23.5 10.60 1.746 1273.051 0.00 1.721 2.00 0.00 0.00 0 0.00 32.33 0.01988 .016767 0.54 1.274 0.00 2739.86 1270.62 1.386 1272.006 23.5 10.11 1.588 1273.594 0.00 1.721 2.00 0.00 0.00 0 0.00 8.99 0.01981 .015390 0.14 1.280 0.00 e 2748.85 1270.80 1.414 1272.212 23.5 9.89 1.520 1273.732 0.00 1.721 2.00 0.00 0.00 0 0.00 13.03 0.01981 .014194 0.18 1.280 0.00 2761.88 1271.06 1.479 1272.535 23.5 9.43 1.382 1273.917 0.00 1.721 2.00 0.00 0.00 0 0.00 7.72 0.01981 .012729 0.10 1.280 0.00 2769.60 1271.21 1.550 1272.759 23.5 8.99 1.256 1274.015 0.00 1.721 2.00 0.00 0.00 0 0.00 4.22 0.01981 .011481 0.05 1.280 0.00 2773.82 1271.29 1.629 1272.922 23.5 8.58 1.142 1274.064 0.00 1.721 2.00 0.00 0.00 0 0.00 1.38 0.01981 .010448 0.01 1.280 0.00 2775.20 1271.32 1.721 1273.041 23.5 8.17 1.037 1274.078 0.00 1.721 2.00 0.00 0.00 0 0.00 JUNCT STR 0.01979 .006594 0.05 0.00 2782.78 1271.47 2.592 1274.062 12.8 4.07 0.258 1274.320 0.00 1.287 2.00 0.00 0.00 0 0.00 26.75 0.01981 .003201 0.09 0.880 0.00 . 7fI;'? e e e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING CROWNE HILL PROJECT WORK ORDER # 151-00245.001 Storm Drain System H 100 Year Discharges File: H:IPDA TAl 15-00245.001IHYDROIWSPGILIN EH. WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV UELEM SO Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH DIA ID NO. SF AVE HF NORM DEPTH ZR *******."..*"**************,,***,,..*************************************************...********..*******************....*****...,,,.....**_..*...* 2809.53 1272.00 2.148 1274.148 12.8 4.07 0.258 1274.406 0.00 1.287 PAGE 7 HGT/ BASE/ ZL NO PIER 2.00 0.00 0.00 0 0.00 fvl~k iJ '...., w!-eL.::: n 7'f. I'f-!:/ -t I. z. (ft t ) . r 1Z7tf.5/ z$1t. . WSPG OUTPUT: e DRAINAGE BASIN 1100 LINES F, F1, F2, F3, G, G1, G2 & T . 1/b-5 n F11 OO.wsp e e . ---......- .- ~-- -- -=-- - - ~...: _::.:. - . o T1 BASIN 1100 NODES 1101 -1126 T2 LINE F 100-YEAR T3 8/16/01 FPG FILE: F11 OOWSP Q FILE = QF11 OOWSP SO 1009.311232.02 1 .013 1241.27 R 1040.681237.57 1 .013 R 1074.921243.64 1 .013 90. JX 1081.921243.76 1 2 2.013 16.7 16.71244.201244.2045. 52. R 1372.161249.10 1 .013 R 1376.831249.15 1 .013 R 1408.091249.46 1 .013 R 1430.891249.69 1 .013 R 1641.881251.80 1 .013 JX 1648.411251.86 1 3 .013 22.0 R 1667.901252.06 1 .013 R 1684.801252.23 1 .013 SH 1 CD 1 4 CD 24 CD 34 3.0 2.0 3.0 3. 27. 1251.84 64. 1 37. -- . -=-:= ::-- .. . .' ... _ .....J'.'!g~.. 1 1fi>(, e e . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - BASIN 1100 NODES 1101 -1126 HEADING LINE NO 2 IS - LINE F 100-YEAR HEADING LINE NO 3 IS - 8/16/01 FPG FILE: F1100WSP 0 FILE = OF1100.wSP 7)>'" e e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . U1S DATA STATION INVERT SECT 1009.31 1232.02 1 . ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 1040.681237.57 1 0.013 ELEMENT NO 3 IS A REACH . . U/S DATA STATION INVERT SECT 1074.921243.64 1 0.013 W S ELEV 1241.27 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 90.00 0.00 0 ELEMENT NO 4 IS A JUNCTION . . . U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT -4 PHI3 PHI4 1081.921243.76 1 2 2 0.013 16.7 16.7 1244.20 1244.2045.00 52.00 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT 1372.161249.10 1 0.013 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 1376.831249.15 1 0.013 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT 1408.091249.46 1 0.013 ELEMENT NO 8 IS A REACH UtS DATA STATION INVERT SECT 1430.891249.69 1 0.013 ELEMENT NO 9 IS A REACH . . U/S DATA STATION INVERT SECT 1641.881251.80 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 3.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 27.00 0.00 0 ELEMENT NO 10 IS A JUNCTION . . . U/SDATA STATION INVERT SECTLAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1648.411251.86 1 3 0 0.013 22.0 0.0 1251.84 0.00 37.00 0.00 ELEMENT NO 11 IS A REACH U/S DATA STATION INVERT SECT 1667.901252.06 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 64.00 0.00 0 ~ e e . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH . . UlS DATA STATION INVERT SECT 1684.801252.23 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 13 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1664.801252.23 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING - WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1fbo.. e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING BASIN 1100 NODES 1101 -1126 LINE F 100- YEAR 8/16/01 FPG FILE: Fl1 OO.wSP Q FILE = OF11 OO.wSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR **--*_.. ---*-*---*-----*--*----****--*-* 1009.31 1232.02 9.250 1241.270 77.4 10.95 1.862 1243.132 0.00 2.745 3.00 0.00 0.00 0 0.00 16.35 0.17692 .013466 0.22 1.076 0.00 1025.66 1234.91 6.583 1241.496 77.4 10.95. 1.862 1243.358 0.00 2.745 3.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1025.66 1234.91 1.348 1236.261 77.4 25.14. 9.812 1246.073 0.00 2.745 3.00 0.00 0.00 0 0.00 0.16 0.17692 .078010 0.01 1.076 0.00 1025.82 1234.94 1.348 1236.289 77.4 25.13 9.806 1246.095 0.00 2.745 3.00 0.00 0.00 0 0.00 8.12 0.17692 .073279 0.60 1.076 0.00 1033.94 1236.38 1.398 1237.776 77.4 23.96 8.916 1246.692 0.00 2.745 3.00 0.00 0.00 0 0.00 6.74 0.17692 .064450 0.43 1.076 0.00 e 1040.68 1237.57 1.451 1239.021 77.4 22.85 8.1091247.130 0.00 2.745 3.00 0.00 0.00 0 0.00 3.25 0.17728 .058284 0.19 1.075 0.00 1043.93 1238.14 1.481 1239.626 77.4 22.25 7.690 1247.316 0.00 2.745 3.00 0.00 0.00 0 0.00 5.17 0.17728 .052871 0.27 1.075 0.00 1049.10 1239.06 1.537 1240.599 77.4 21.22 6.990 1247.589 0.00 2.745 3.00 0.00 0.00 0 0.00 4.40 0.17728 .046585 0.20 1.075 0.00 1053.50 1239.64 1.597 1241.440 77.4 20.23 6.355 1247.795 0.00 2.745 3.00 0.00 0.00 0 0.00 3.79 0.17728 .041084 0.16 1.075 0.00 1057.29 1240.51 1.659 1242.173 77.4 19.29 5.779 1247.952 0.00 2.745 3.00 0.00 0.00 0 0.00 3.25 0.17728 .036265 0.12 1.075 0.00 1060.54 1241.09 1.725 1242.817 77.4 18.39 5.253 1248.070 0.00 2.745 3.00 0.00 0.00 0 0.00 2.82 0.17728 .032048 0.09 1.075 0.00 . 1,-0{) e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1100 NODES 1101 -1126 LINE F 100-YEAR 8/16/01 FPG FILE: Fl1 OO.wSP Q FILE = OFl 100.wSP PAGE 2 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR --~~~ ~ ***---*~... ....................******----****-*-****-****-- ... 1063.36 1241.59 1.794 1243.384 77.4 17.54 4.775 1248.159 0.00 2.745 3.00 0.00 0.00 0 0.00 2.42 0.17728 .028360 0.07 1.075 0.00 1065.78 1242.02 1.868 1243.887 77.4 16.72 4.341 1248.228 0.00 2.745 3.00 0.00 0.00 0 0.00 2.08 0.17728 .025139 0.05 1.075 0.00 1067.86 1242.39 1.946 1244.334 77.4 15.94 3.947 1248.281 0.00 2.745 3.00 0.00 0.00 0 0.00 1.77 0.17728 .022326 0.04 1.075 0.00 1069.63 1242.70 2.030 1244.732 77.4 15.20 3.588 1248.320 0.00 2.745 3.00 0.00 0.00 0 0.00 1.50 0.17728 .019879 0.03 1.075 0.00 1071.13 1242.97 2.120 1245.088 77.4 14.49 3.262 1248.350 0.00 2.745 3.00 0.00 0.00 0 0.00 1.25 0.17728 .017751 0.02 1.075 0.00 . 1072.38 1243.19 2.217 1245.407 77.4 13.82 2.965 1248.372 0.00 2.745 3.00 0.00 0.00 0 0.00 1.02 0.17728 .015914 0.02 1.075 0.00 1073.40 1243.37 2.323 1245.693 77.4 13.18 2.696 1248.389 0.00 2.745 3.00 0.00 0.00 0 0.00 0.78 0.17728 .014350 0.01 1.075 0.00 1074.18 1243.51 2.441 1245.949 77.4 12.56 2.451 1248.400 0.00 2.745 3.00 0.00 0.00 0 0.00 0.52 0.17728 .013060 0.01 1.075 0.00 1074.70 1243.60 2.577 1246.179 77.4 11.98 2.228 1248.407 0.00 2.745 3.00 0.00 0.00 0 0.00 0.22 0.17728 .012104 0.00 1.075 0.00 1074.92 1243.64 2.745 1246.385 77.4 11.42 2.024 1248.409 0.00 2.745 3.00 0.00 0.00 0 0.00 JUNCT STR 0.01714 .008037 0.06 0.00 1081.92 1243.76 4.890 1248.650 44.0 6.22 0.602 1249.252 0.00 2.161 3.00 0.00 0.00 0 0.00 133.92 0.01840 .004352 0.58 1.475 0.00 . 7/0..\ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING BASIN 1100 NODES 1101 -1126 LINE F 100- YEAR 8/16/01 FPG FILE: Fl100WSP Q FILE = QF11 OOWSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR ***********-*-*******---**-*--.**.---*--**----****-*--****--****- 1215.84 1246.22 3.009 1249.233 44.0 6.22 0.602 1249.835 0.00 2.161 3.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1215.84 1246.22 1.509 1247.733 44.0 12.36 2.372 1250.105 0.00 2.161 3.00 0.00 0.00 0 0.00 47.83 0.01840 .016782 0.80 1.475 0.00 1263.67 1247.10 1.523 1248.627 44.0 12.20 2.312 1250.939 0.00 2.161 3.00 0.00 0.00 0 0.00 52.42 0.01840 .015515 0.81 1.475 0.00 1316.09 1248.07 1.582 1249.650 44.0 11.63 2.102 1251.752 0.00 2.161 3.00 0.00 0.00 0 0.00 27.36 0.01640 .013682 0.37 1.475 0.00 1343.45 1248.57 1.644 1250.216 44.0 11.09 1.910 1252.126 0.00 2.161 3.00 0.00 0.00 0 0.00 17.19 0.01840 .012076 0.21 1.475 0.00 e 1360.64 1248.89 1.709 1250.597 44.0 10.58 1.737 1252.334 0.00 2.161 3.00 0.00 0.00 0 0.00 11.52 0.01840 .010670 0.12 1.475 0.00 1372.16 1249.10 1.778 1250.878 44.0 10.08 1.579 1252.457 0.00 2.161 3.00 0.00 0.00 0 0.00 4.67 0.01071 .009990 0.05 1.740 0.00 1376.83 1249.15 1.781 1250.931 44.0 10.06 1.573 1252.504 0.00 2.161 3.00 0.00 0.00 0 0.00 31.26 0.00992 .009964 0.31 1.783 0.00 1408.09 1249.46 1.779 1251.239 44.0 10.08 1.578 1252.817 0.00 2.161 3.00 0.00 0.00 0 0.00 22.80 0.01009 .009990 0.23 1.773 0.00 1430.89 1249.69 1.780 1251.470 44.0 10.07 1.575 1253.045 0.00 2.161 3.00 0.00 0.00 0 0.00 16.67 0.01000 .009978 0.17 1.780 0.00 1447.56 1249.86 1.780 1251.637 44.0 10.07 1.575 1253.212 0.00 2.161 3.00 0.00 0.00 0 0.00 119.40 0.01000 .009608 1.15 1.780 0.00 e tP<7/ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1100 NODES 1101 -1126 LINE F 100-YEAR 8/16/01 FPG FILE: F1100.wSP Q FILE = QF1100.wSP PAGE 4 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER UELEM SO SF AVE HF NORM DEPTH ZR -**"'******----- .........--..-. .._**--- 1566.96 1251.05 1.825 1252.876 44.0 9.77 1.483 1254.359 0.00 2.161 3.00 0.00 0.00 0 0.00 46.37 0.01000 .008710 0.40 1.780 0.00 1613.33 1251.52 1.900 1253.415 44.0 9.32 1.348 1254.763 0.00 2.161 3.00 0.00 0.00 0 0.00 18.28 0.01000 .007727 0.14 1.780 0.00 1631.61 1251.70 1.981 1253.678 44.0 8.68 1.225 1254.903 0.00 2.161 3.00 0.00 0.00 0 0.00 8.11 0.01000 .006870 0.06 1.760 0.00 1639.72 1251.78 2.067 1253.845 44.0 8.47 1.114 1254.959 0.00 2.161 3.00 0.00 0.00 0 0.00 2.16 0.01000 .006120 0.01 1.780 0.00 1641.88 1251.60 2.161 1253.961 44.0 6.07 1.012 1254.973 0.00 2.161 3.00 0.00 0.00 0 0.00 JUNCT STR 0.00919 .003429 0.02 0.00 e 1648.41 1251.86 3.274 1255.134 22.0 3.11 0.150 1255.284 0.00 1.509 3.00 0.00 0.00 0 0.00 19.49 0.01026 .001088 0.02 1.177 0.00 1667.90 1252.06 3.121 1255.181 22.0 3.11 0.150 1255.331 0.00 1.509 3.00 0.00 0.00 0 0.00 13.48 0.01006 .001079 0.01 1.183 0.00 1681.36 1252.20 3.000 1255.196 22.0 3.11 0.150 1255.346 0.00 1.509 3.00 0.00 0.00 0 0.00 3.42 0.01006 .001035 0.00 1.183 0.00 1684.80 1252.23 2.968 1255.198 22.0 3.12 0.151 1255.349 0.00 1.509 3.00 0.00 0.00 0 0.00 f'li4-J< U,S. W,$;;}_. j'Js<C',/q'b '-+1, "(Od'> I} -:; /l.;)'.3'6' I . 7}" ~ .. _._.__ f'_~ge 1 i F11100.wsp ~.".~..~.._"._.,,_....."- '- e . e _..._". '._"-~-- o T1 BASIN 1100 T2 LINE F1 100-YEAR T37/19/01 FPG FILE: F11100WSP Q FILE = QF11100WSP SO 1004.081244.20 1 .013 1248.65 R 1033.721244.36 1 .013 SH 1 CD 1 4 2.0 ~oA . e . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1100 HEADING LINE NO 2 IS - LINE Fl 100-YEAR HEADING LINE NO 3 IS - 7/19/01 FPG FILE: F11100.wSP Q FILE = OF11100.wSP ~o.,t5 . e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . U/S DATA STATION INVERT SECT 1004.081244.20 1 W S ELEV 1248.65 ELEMENT NO 2 IS A REACH . U/S DATA STATION INVERT SECT 1033.721244.36 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1033.72 1244.36 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1,- CJ...(, e e . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING PAGE 1 BASIN 1100 LINE F1 100-YEAR 7/19/01 FPG FILE: F11100.wSP Q FILE = QF11100WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV UELEM SO Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH NORM DEPTH DIA ID NO. ZR PIER SF AVE HF ...- ~ ~ ---****-***---***- *-***-***_.******---* 1004.08 1244.20 4.450 1248.650 16.7 5.32 0.439 1249.089 0.00 1.473 2.00 0.00 0.00 0 0.00 29.64 0.00540 .005449 0.16 1.650 0.00 1033.72 1244.36 4.452 1248.812 16.7 5.32 0.439 1249.251 0.00 1.473 2.00 0.00 0.00 0 0.00 MAX V$. u.h>1O: I-- ':' 12 't-'l ,1YL I --r 1.2[6,4-3 (1J :: 12'Vf. 31- r 1,;0..,'\ "'. -. '--'''-r:.." e e e o T1 BASIN 1100 T2 LINE F2 100-YEAR T38/10/01 FPG FILE:F21100WSP QFILE=QF21100WSP SO 1006,821244,20 1 ,013 1248,65 R 1026,631244,30 1 ,013 SH 1 CD 1 4 2,0 '.' -"-'.--'- -- - , --"~~ '- ...;:,~ 'l- a, re e e e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1100 HEADING LINE NO 2 IS - LINE F2 l00-YEAR HEADING LINE NO 31S- 8/10101 FPG FILE: F21100WSP Q FILE = QF21100WSP ~~q e e e F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET' . UIS DATA STATION INVERT SECT 1006,82 1244,20 1 W S ELEV 1248,65 ELEMENT NO 2 IS A REACH UIS DATA STATION INVERT SECT 1026,631244,30 1 0.013 N RADIUS ANGLE ANG PT MAN H 0,00 0,00 0,00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U1S DATA STATION INVERT SECT W S ELEV 1026,631244,30 1 0,00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO, 2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W,S,ELEV = INV + DC -1;?' e e e LICENSEE: R,B,F, & ASSOC, - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1100 LINE F2 100-YEAR 8/10101 FPG FILE: F21100WSP Q FILE = QF21100WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV L1ELEM SO **********************- Q VEL VEL ENERGY SUPER CRITICAL PAGE 1 SF AVE HF ZR DIA ID NO, PIER HGTI BASEl ZL NO HEAD GRD.EL. ELEV DEPTH NORM DEPTH 1006,82 1244.20 4.450 1248.650 16.7 5.32 0.439 1249.089 0.00 1.473 --**-*-****--*****-********-*.....***********.....***-.....******* 19,81 0.00505 0.00 2,00 0.00 0.00 0 0.00 .005449 0.11 1.720 1026.63 1244.30 4.458 1248.758 16.7 5.32 0.439 1249.197 0.00 1.473 2,00 0.00 0.00 0 0,00 f'lAx v c <us;EL-'" IL--f'b, ~ -tl/L('I-?(() = I ( If r, z.. ~ I "7J\ H'V"UU'~!2~ e e e o T1 BASIN 1100 T2 LINE F3 100-YEAR T3 7/19/01 FPG FILE: F31100WSP Q FILE = QF31100WSP SO 1005.311251.84 1 .013 1255.13 R 1023.381251.93 1 .013 SH 1 CD 1 4 3.0 --_.~ Page-", ~. ."~ ;p'T/ e e e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1100 HEADING LINE NO 2 IS - LINE F3 100-YEAR HEADING LINE NO 3 IS - 7/19/01 FPG FILE: F31100WSP Q FILE = QF31100WSP '??~ e e e F0515P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET UIS DATA STATION INVERT SECT 1005.31 1251.84 1 W S ELEV 1255.13 ELEMENT NO 2 IS A REACH U1S DATA STATION INVERT SECT 1023.38 1251.93 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0,00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1023.38 1251,93 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO, 2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ~ e e . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1100 LINE F3 100-YEAR 7/19/01 FPG FILE: F31100WSP Q FILE = QF31100WSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV L1ELEM SO Q PAGE 1 HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL DIA ID NO. PIER SF AVE HF NORM DEPTH HGTI BASEl ZL NO ZR *---******-**********---***********************-***********-******************************************-*******-* 3.00 0,00 0,00 0 0.00 18.07 0,00498 1005,31 1251.84 3.290 1255.130 22.0 3.11 0.150 1255,280 0.00 1.509 1.441 ,001088 0.02 1023.38 1251.93 3.220 1255.150 22,0 3.11 0,150 1255.300 0,00 1,509 0,00 3,00 0.00 0.00 0 0.00 (flAX U So '-0:-/? t.. "" t l :; 5,1:)- -t (, 7...{I;;) r- n s 5,~"3 I ;95 [t1'100. ws~__~ e e . ~----~- ~=_..- - .... -' ~=--=~" - " o T1 BASIN 1100 T2 LINE T T3 8/23/01 FPG FILE: T1100WSP Q FILE = QT1100WSP SO 1010.421230,24 1 .013 1241.27 R 1094.131241.00 1 .013 SH 1 CD 1 4 1.5 _V"'-__, ~ ^_ _~.__,,_,_.c. -._-_.._-~--,~-- "'.=--:'__-:- Pagi ~ e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1100 HEADING LINE NO 2 IS - L1NET HEADING LINE NO 3 IS- 8/23/01 FPG FILE: T1100WSP Q FILE = QT1100WSP e . ?o'\ e tit . FOS15P WATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 2 ELEMENT NO 1 IS A SYSTEM OUTLET . UIS DATA STATION INVERT SECT 1010.421230.24 1 W S ELEV 1241,27 ELEMENT NO 2 IS A REACH . . UIS DATA STATION INVERT SECT 1094.131241.00 1 0.013 N RADIUS ANGLE ANG PT MAN H 0,00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1094.131241.00 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ~ e LICENSEE: R.B,F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING BASIN 1100 L1NET 8/23/01 FPG FILE: T11 OOWSP Q FILE = QT11 OOWSP STATION INVERT DEPTH WS. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR *""*****-*"'*******--- ******--***************------*********************-*****---******* 1010.42 1230.24 11.030 1241.270 3.2 1,81 0.051 1241.321 0.00 0.681 1.50 0,00 0.00 0 0.00 74.68 0.12854 .000918 0.07 0.300 0.00 1085.10 1239.84 1.500 1241.339 3.2 1.81 0.051 1241.390 0.00 0.681 1.50 0.00 0.00 0 0.00 1.05 0.12854 .000860 0.00 0.300 0.00 1086.15 1239,97 1,360 1241.334 3.2 1.90 0.056 1241.390 0.00 0.681 1.50 0.00 0.00 o 0.00 0.58 0.12854 .000840 0.00 0.300 0.00 1086.73 1240.05 1.280 1241,329 3.2 1,99 0.062 1241.391 0.00 0.681 1.50 0,00 0.00 o 0.00 0.48 0,12854 .000909 0,00 0.300 0.00 1087.21 1240.11 1,213 1241.323 3,2 2.09 0.068 1241.391 0.00 0.681 1.50 0.00 0.00 o 0.00 0.40 0.12854 .001001 0.00 0.300 0.00 e 1087.61 1240,16 1.155 1241.317 3.2 2.19 0.075 1241.392 0.00 0,681 1.50 0.00 0.00 0 0.00 0.25 0.12854 .001112 0.00 0.300 0.00 1087.86 1240.19 1.102 1241.296 3,2 2.30 0,082 1241.378 0.00 0.681 1.50 0.00 0.00 o 0.00 HYDRAULIC JUMP 0,00 1087,86 1240.19 0,388 1240.582 3,2 8,84 1.213 1241.795 0,00 0.681 1.50 0,00 0,00 o 0.00 1.00 0.12854 .040396 0.04 0,300 0.00 1088.86 1240.32 0.402 1240,724 3.2 8.40 1.095 1241.819 0.00 0.681 1.50 0.00 0,00 0 0,00 0.92 0.12854 .035197 0.03 0.300 0.00 1089.78 1240.44 0.415 1240.856 3.2 8,00 0.994 1241.850 0.00 0.681 1.50 0.00 0.00 0 0.00 0.78 0.12854 ,030787 0.02 0.300 0.00 1090.56 1240.54 0.430 1240.971 3.2 7.64 0.906 1241.877 0.00 0.681 1,50 0.00 0.00 o 0.00 0.66 0.12854 .026960 0.02 0.300 0.00 e ']?cA e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO FOS1SP PAGE 2 WATER SURFACE PROFILE LISTING BASIN 1100 L1NET 8/23/01 FPG FILE: T11 OOWSP Q FILE = QT11 OOWSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO, PIER L1ELEM SO SF AVE HF NORM DEPTH ZR -*******---~ " ~U~ "***_*__ -.- ******* 1091.22 1240,63 0.445 1241.071 3,2 7.27 0.821 1241.892 0.00 0.681 1.50 0.00 0.00 0 0.00 0.57 0.12854 .023592 0.01 0,300 0.00 1091.79 1240.70 0.460 1241.159 3.2 6.94 0,748 1241.907 0.00 0.681 1.50 0.00 0.00 0 0.00 0.47 0.12854 .020660 0.01 0.300 0.00 1092.26 1240,76 0.477 1241.237 3.2 8.61 0.679 1241.916 0,00 0,681 1.50 0,00 0.00 0 0.00 0.42 0.12854 .018097 0.01 0.300 0.00 1092.68 1240.81 0.493 1241.306 3.2 6.31 0,619 1241.925 0.00 0.681 1.50 0.00 0.00 0 0.00 0.34 0.12854 ,015849 0.01 0.300 0,00 1093,02 1240.86 0.511 1241,368 3,2 6,02 0.562 1241,930 0.00 0,681 1.50 0.00 0.00 0 0.00 0.29 0,12854 ,013892 0.00 0.300 0.00 e 1093,31 1240.89 0,529 1241.423 3.2 5.73 0,511 1241.934 0.00 0.681 1,50 0.00 0,00 0 0.00 0.23 0.12854 .012177 0,00 0.300 0.00 1093,54 1240.92 0.548 1241.472 3.2 5.47 0.465 1241.937 0.00 0.681 1.50 0.00 0.00 0 0,00 0.19 0,12854 ,010680 0,00 0.300 0.00 1093.73 1240.95 0.568 1241.517 3.2 5,21 0.422 1241.939 0.00 0,681 1.50 0.00 0.00 0 0.00 0.15 0.12854 .009368 0.00 0,300 0.00 1093.88 1240.97 0.588 1241.556 3.2 4,97 0.383 1241.939 0,00 0,681 1.50 0.00 0.00 0 0.00 0.11 0.12854 .008220 0.00 0.300 0.00 1093.99 1240.98 0.610 1241.592 3.2 4.74 0.349 1241.941 0,00 0.681 1.50 0.00 0.00 0 0.00 0.08 0.12854 .007217 0.00 0,300 0.00 1094.07 1240.99 0.632 1241.624 3.2 4,52 0.317 1241.941 0,00 0.681 1.50 0,00 0.00 0 0.00 0,05 0.12854 .006336 0.00 0.300 0.00 e ,?\O e e e LICENSEE: R.B,F, & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1100 L1NET 8/23/01 FPG FILE: Tl100WSP Q FILE = QT1 100,WSP STATION INVERT DEPTH WS. AVBPR ELEV OF FLOW ELEV L1ELEM SO **********---*. Q PAGE 3 HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL DIA ID NO. PIER SF AVE HF NORM DEPTH *******************--** 1.50 0.00 0.00 0 0.00 ~~ *****************-***-- 0.01 0,12854 1094.12 1241,00 0,655 1241.654 3.2 4.31 0.289 1241.943 0.00 0.681 0.300 .005555 0.00 1094.13 1241.00 0.681 1241.681 3.2 4.10 0,261 1241.942 0,00 0.681 /V1I\X V:'> wsh ~ IJ..+I-~tl i"/.L(d.I) -:::- '12.42.,00 HGTI BASEl ZL NO ZR 0,00 1.50 0.00 0.00 0 0.00 '7\\ . . Newg.wsQ --_. e e -e ~""~ ~-~""- . Page 1 _.~ -. -." .~- - "'<-~._-_.- o T1 BASIN 1100 NODES 1127 - 1140 T2 LINE G REVISED 100-YEAR T3 NEWGWSP SO 1009.311232.02 1 .013 1241.27 R 1039.561236.81 1 ,013 R 1061.161240.23 1 .013 42. R 1075.431240.38 1 .013 23. R 1119.121240.82 1 .013 R 1154.501241.18 1 .013 90. R 1159.671241,24 1 .013 1 JX 1166.711242.492 2 2.013 5.4 3.31242.351242.3545. 27. R 1237.931245.69 2 .013 R 1365.361251.38 2 .013 25. R 1398.671252.87 2 .013 85. R 1406,311253.12 2 .013 R 1424.051254.00 2 .013 45. R 1435.131254.50 2 ,013 SH 2 CD 1 4 2.5 CD 2 4 1.5 ?f'L/ e e e PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1100 NODES 1127 -1140 HEADING LINE NO 2 IS - LINE G REVISED 100-YEAR HEADING LINE NO 3 IS - NEWGWSP ,?,,; e e e F0515P WATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 2 ELEMENT NO 1 IS A SYSTEM OUTLET UIS DATA STATION INVERT SECT 1009.31 1232.02 1 ELEMENT NO 2 IS A REACH . UIS DATA STATION INVERT SECT 1039.56 1236.81 1 0,013 ELEMENT NO 3 IS A REACH UIS DATA STATION INVERT SECT 1061.161240.23 1 0.013 ELEMENT NO 4 IS A REACH U1S DATA STATION INVERT SECT 1075.43 1240.38 1 0.013 ELEMENT NO 5 IS A REACH UIS DATA STATION INVERT SECT 1119.121240.82 1 0.013 ELEMENT NO 6 IS A REACH UIS DATA STATION INVERT SECT 1154.501241.18 1 0.013 ELEMENT NO 7 IS A REACH UIS DATA STATION INVERT SECT 1159.671241.24 1 0,013 W S ELEV 1241,27 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 42.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 23.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0,00 0 N RADIUS ANGLE ANG PT MAN H 0.00 90.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0,00 1 ELEMENT NO 8 IS A JUNCTION UIS DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT -4 PHI3 PHI4 1166.71 1242.49 2 2 2 0.013 5.4 3.3 1242.35 1242.35 45.00 27,00 ELEMENT NO 9 IS A REACH UIS DATA STATION INVERT SECT 1237,931245.69 2 0.013 ELEMENT NO 10 IS A REACH U1S DATA STATION INVERT SECT 1365.361251.38 2 0.013 ELEMENT NO 11 IS A REACH UIS DATA STATION INVERT SECT 1398.67 1252.87 2 0.013 ELEMENT NO 12 IS A REACH UIS DATA STATION INVERT SECT 1406.311253.12 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 25.00 0,00 0 N RADIUS ANGLE ANG PT MAN H 0.00 85.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ?;1\~ e e e F0515P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 13 IS A REACH . . UIS DATA STATION INVERT SECT 1424,051254.00 2 0.013 PAGE NO 3 N RADIUS ANGLE ANG PT MAN H 0.00 45.00 0.00 0 ELEMENT NO 141S A REACH . " UIS DATA STATION INVERT SECT 1435.131254.50 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0,00 0.00 0 ELEMENT NO 15 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1435.13 1254.50 2 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO, 2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ?\~ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING BASIN 1100 NODES 1127 - 1140 LINE G REVISED 100- YEAR NEWGWSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO, PIER L1ELEM SO SF AVE HF NORM DEPTH ZR ---*************-******--***********************---********** ***************** 1009.31 1232.02 9.250 1241,270 24.8 5,05 0.396 1241,666 0.00 1.697 2,50 0.00 0,00 0 0,00 30.25 0.15835 .003656 0.11 0.660 0.00 1039.56 1236.81 4.571 1241.381 24.8 5.05 0.396 1241.777 0,00 1.697 2.50 0,00 0.00 0 0.00 11.40 0.15833 .003656 0.04 0.660 0.00 1050,96 1238.61 2.852 1241.466 24.8 5.05 0.396 1241.862 0.00 1,697 2.50 0.00 0.00 o 0.00 HYDRAULIC JUMP 0.00 1050.96 1238.61 0.960 1239.574 24,8 14.29 3.169 1242.743 0.00 1.697 2.50 0.00 0,00 o 0.00 1.73 0,15833 .035507 0.06 0.660 0.00 1052.69 1238.89 0.988 1239.877 24.8 13,74 2.931 1242,808 0.00 1.697 2.50 0.00 0.00 0 0,00 1.82 0.15833 ,031556 0.06 0.660 0.00 e 1054,51 1239,18 1.024 1240.201 24.8 13.10 2,665 1242.866 0.00 1.697 2.50 0.00 0.00 0 0.00 1.57 0.15833 ,027699 0,04 0.660 0.00 1056.08 1239.42 1.061 1240.486 24.8 12.49 2.424 1242,910 0.00 1.697 2.50 0.00 0,00 o 0,00 1.35 0.15833 .024322 0.03 0.660 0.00 1057.43 1239,64 1.100 1240.740 24.8 11.91 2.203 1242.943 0.00 1.697 2,50 0.00 0.00 0 0.00 1.160.15833 .021373 0.02 0.660 0.00 1058.59 1239.82 1.141 1240.965 24.8 11.36 2.002 1242,967 0.00 1.697 2.50 0.00 0.00 0 0,00 1,00 0,15833 ,018795 0.02 0.660 0.00 1059.59 1239.98 1.184 1241.165 24.8 1Q.83 1.821 1242.986 0.00 1.697 2.50 0.00 0.00 0 0.00 0.85 0.15833 .016539 0,01 0.660 0.00 1060,44 1240.12 1.229 1241.345 24.8 10,32 1.655 1243.000 0,00 1.697 2.50 0,00 0.00 0 0.00 0.72 0.15833 .014562 0.01 0.660 0.00 e ~\fp e LICENSEE: R.B,F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1100 NODES 1127 -1140 LINE G REVISED 100-YEAR NEWGWSP PAGE 2 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR --**************- ~ ~***----*-*******-*****--****---**********-********* 1061.16 1240,23 1.276 1241.506 24.8 9,84 1.504 1243.010 0,00 1.697 2.50 0.00 0.00 0 0.00 14.27 0,01051 .014101 0.20 1.380 0.00 1075.43 1240.38 1.252 1241.632 24.8 10.09 1.581 1243.213 0.00 1.697 2.50 0.00 0,00 0 0.00 8.27 0.01007 ,014901 0.12 1.400 0.00 1083.70 1240.46 1,234 1241.697 24.8 10.26 1.636 1243.333 0.00 1,697 2,50 0,00 0,00 0 0.00 19,11 0.01007 .016278 0.31 1.400 0.00 1102,81 1240,66 1.189 1241,845 24.8 10.76 1.799 1243.644 0.00 1,697 2.50 0.00 0.00 0 0.00 16.31 0,01007 .018506 0.30 1,400 0.00 1119,12 1240.82 1.147 1241,967 24.8 11.29 1,979 1243.946 0,00 1,697 2.50 0.00 0.00 0 0.00 9,78 0.01017 .020566 0.20 1.393 0.00 e 1128.90 1240.92 1.119 1242.038 24.8 11.65 2.107 1244.145 0.00 1,697 2.50 0.00 0,00 0 0.00 13.40 0.01017 .022913 0.31 1.393 0,00 1142.30 1241,06 1,079 1242.135 24.8 12.22 2.318 1244.453 0.00 1,697 2.50 0.00 0,00 0 0.00 12.20 0.D1017 .026086 0.32 1,393 0.00 1154,50 1241.18 1.041 1242,221 24.8 12.82 2.551 1244,772 0.00 1,697 2.50 0,00 0,00 0 0.00 5.17 0,01161 .028569 0,15 1.340 0.00 1159,67 1241.24 1,026 1242.266 24.8 13.08 2.657 1244.923 0.00 1.697 2.50 0.00 0.00 0 0,00 JUNCT STR 0.17756 .037057 0.26 0.00 1166.71 1242.49 0.946 1243,436 16,1 13.70 2,915 1246.351 0.00 1.426 1.50 0.00 0.00 0 0.00 71.22 0,04493 .044510 3.17 0.941 0.00 1237.93 1245.69 0,950 1246.640 16.1 13.64 2.891 1249.531 0.00 1.426 1.50 0.00 0.00 0 0.00 50,10 0.04465 .044262 2.22 0,950 0.00 e 7\'\ e LICENSEE: R.B,F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING BASIN 1100 NODES 1127 -1140 LINE G REVISED 100-YEAR NEWGWSP STATION INVERT DEPTH W.S, Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO, PIER L1ELEM SO SF AVE HF NORM DEPTH ZR *******---***--********~. *----************-***- ------ 1288.03 1247.93 0.950 1248.877 16.1 13.64 2,891 1251.768 0.00 1.426 1,50 0.00 0.00 0 0.00 77.33 0.04465 .041832 3.23 0.950 0.00 1365.36 1251.38 0.989 1252.369 16.1 13.03 2.635 1255.004 0.00 1.426 1.50 0.00 0.00 0 0.00 13.15 0.04473 ,038478 0.51 0.950 0.00 1378.51 1251.97 1.006 1252.974 16.1 12.78 2.535 1255.509 0.00 1.426 1.50 0.00 0.00 0 0.00 20.16 0.04473 .035512 0.72 0.950 0.00 1398.67 1252.87 1.051 1253.921 16.1 12.18 2.303 1256.224 0,00 1.426 1.50 0.00 0.00 0 0.00 7.64 0.03272 .033537 0.26 1.060 0,00 1406.31 1253.12 1.049 1254.169 16.1 12.20 2.310 1256.479 0.00 1.426 1.50 0.00 0.00 0 0.00 4,00 0.04961 .032842 0.13 0.910 0.00 e 1410.31 1253.32 1.067 1254.385 16.1 11.97 2.225 1256.610 0.00 1.426 1.50 0.00 0.00 0 0.00 7.97 0.04961 ,030393 0.24 0.910 0.00 1418.28 1253.71 1.116 1254.830 16.1 11.41 2.022 1256,852 0,00 1.426 1.50 0.00 0.00 0 0.00 5.77 0,04961 .027279 0.16 0,910 0,00 1424.05 1254.00 1.171 1255.171 16.1 10,88 1.838 1257.009 0.00 1.426 1.50 0.00 0,00 0 0.00 1,85 0,04513 .025424 0.05 0.940 0.00 1425.90 1254.08 1.189 1255,272 16.1 10.71 1.782 1257,054 0.00 1.426 1,50 0.00 0.00 0 0.00 4.65 0.04513 .023867 0.11 0,940 0.00 1430.55 1254.29 1.252 1255.545 16.1 10.22 1.621 1257.166 0.00 1.426 1.50 0.00 0,00 0 0.00 3,15 0.04513 .021874 0,07 0.940 0.00 1433.70 1254,43 1.326 1255.761 16.1 9.74 1,473 1257.234 0,00 1.426 1.50 0,00 0.00 0 0.00 1.43 0,04513 ,020682 0.03 0.940 0.00 . ?\~ e tit . LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1100 NODES 1127 -1140 LINE G REVISED 100-YEAR NEWGWSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV L1ELEM SO Q PAGE 4 HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL PIER SF AVE HF NORM DEPTH *..********--**-********---********--********. *-*************-***-* 1.50 0.00 0.00 0 0.00 1435.13 1254.50 1.426 1255.926 16.1 9.28 1.337 1257.263 0,00 1.426 fJlAx Us wi.E/...: I'ZSS-f-a +/_ 1 CvrJ,J := 1"[ <) 7,5 '6 HGTI BASEl ZL NO DIA ID NO. ZR ?;\o.. _._~-.-,,-_. Newg1.wsp __ __ __ __ ......._ e e e ".'- .~ o T1 BASIN 1100 JOLLE COURT T2 LATERAL G1 T3 8/15/01 FPG FILE: NEWSG1.wSP Q FILE = QNEWG1.wSP SO 102.091242.35 1 .013 1243.44 R 137,721244.67 1 .013 SH 1 CD 1 4 1.5 .-.,- --~.. PageT .....__ .'.~~' _^>.> _'~_~.~___._C' ._..._,'. ,?'lP e e e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1100 JOLLE COURT HEADING LINE NO 2 IS - LATERAL G1 HEADING LINE NO 3 IS- 8/15/01 FPG FILE: NEWSG1.wSP Q FILE = QNEWG1.wSP 7jZ>- e e e F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . UIS DATA STATION INVERT SECT 102.09 1242.35 1 W S ELEV 1243.44 ELEMENT NO 2 IS A REACH UIS DATA STATION INVERT SECT 137.72 1244.67 1 0.013 N RADIUS ANGLE ANG PT MAN H 0,00 0,00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 137.72 1244.67 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ?;'If' e LICENSEE: RB.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING BASIN 1100 JOLLE COURT LATERAL G1 8/15/01 FPG FILE: NEWSG1WSP Q FILE = QNEWGl WSP STATION INVERT DEPTH WS. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO, PIER L1ELEM SO SF AVE HF NORM DEPTH ZR -************-*****"'*******-****-***-**-*******************-******--******"'**************-****-**************- 102.09 1242.35 0.484 1242.834 5.4 10,93 1,855 1244.689 0.00 0.896 1.50 0.00 0,00 0 0,00 7.98 0.06511 .049267 0.39 0.460 0.00 110.07 1242.87 0.498 1243.368 5,4 10.53 1.721 1245.089 0.00 0.896 1.50 0.00 0.00 0 0,00 6.52 0.06511 .043728 0.29 0,460 0.00 116.59 1243.29 0.515 1243.809 5.4 10,04 1.564 1245.373 0.00 0.896 1.50 0.00 0.00 0 0.00 4,60 0.06511 .038318 0.18 0,460 0.00 121.19 1243.59 0,534 1244.127 5.4 9.57 1.423 1245,550 0.00 0,896 1.50 0.00 0.00 0 0.00 3.50 0.06511 ,033606 0.12 0.460 0.00 124.69 1243.82 0.553 1244.374 5.4 9.12 1.292 1245,666 0,00 0,896 1,50 0,00 0.00 0 0.00 2,73 0.06511 .029470 0.08 0.460 0.00 tit 127.42 1244.00 0.573 1244.572 5.4 8,70 1.174 1245.746 0.00 0.896 1.50 0.00 0,00 0 0.00 2.21 0.06511 ,025842 0.06 0.460 0.00 129,63 1244.14 0.593 1244.736 5.4 8.29 1.068 1245,804 0.00 0.896 1,50 0:00 0.00 0 0.00 1.77 0.06511 .022672 0.04 0.460 0.00 131.40 1244.26 0.615 1244,874 5.4 7.91 0.971 1245.845 0.00 0.896 1.50 0.00 0,00 0 0.00 1.47 0.06511 .019904 0.03 0.460 0.00 132.87 1244.35 0.637 1244.991 5.4 7.54 0.883 1245.874 0,00 0.896 1.50 0,00 0.00 0 0.00 1.180,06511 ,017481 0.02 0.460 0.00 134,05 1244.43 0.661 1245.092 5,4 7.19 0,803 1245.895 0.00 0.896 1.50 0.00 0.00 0 0.00 0.96 0.06511 ,015370 0.01 0.460 0,00 135.01 1244.49 0.686 1245.180 5.4 6,85 0.729 1245.909 0.00 0.896 1.50 0.00 0.00 0 0.00 0.80 0.06511 .013514 0,01 0,460 0.00 . 1P e LICENSEE: RB.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING BASIN 1100 JOLLE COURT LATERAL G1 8/15/01 FPG FILE: NEWSG1.wSP Q FILE = QNEWG1.wSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR *--********"*************-******-***-******-**********-*************...***-*****-****************-***-*-**---**** 135.81 1244.55 0.711 1245.257 5.4 6.54 0.664 1245,921 0.00 0.896 1.50 0.00 0.00 0 0,00 0,63 0.06511 .011884 0.01 0.460 0,00 136.44 1244.59 0,738 1245.325 5.4 6,23 0.602 1245.927 0.00 0,896 1.50 0,00 0.00 0 0.00 0.49 0.06511 .010462 0.01 0.460 0,00 136.93 1244.62 0.766 1245.385 5.4 5,94 0.548 1245.933 0.00 0.896 1.50 0.00 0.00 0 0,00 0.35 0.06511 .009219 0.00 0.460 0.00 137,28 1244,64 0.796 1245.438 5,4 5.67 0.499 1245.937 0.00 0.896 1.50 0,00 0.00 0 0.00 0.26 0.06511 .008131 0.00 0.460 0,00 137.54 1244.66 0.827 1245.485 5.4 5.40 0.453 1245.938 0.00 0.896 1.50 0.00 0.00 0 0.00 0.14 0.06511 .007177 0,00 0.460 0.00 e 137,68 1244,67 0.860 1245.527 5.4 5.15 0.411 1245.938 0,00 0.896 1.50 0.00 0,00 0 0.00 0,04 0.06511 .006334 0.00 0.460 0.00 137.72 1244.67 0.896 1245.566 5.4 4,90 0,374 1245.940 0.00 0,896 1,50 0:00 0.00 0 0.00 {(1I4X V,S u/';''-;;L .;= 11.. 't~,S'(,,, +1, l (.'1,71) 1 -::: / l'I--/o. (J\ e ?J^ rNewg2.wsp . . ...~ e e . ~.~ ...", ~"'U~~ ~..._,._~ ~"'-'.'~~-,- -- .~_.-- Pag<e;' r o T1 BASIN 1100 JOLLECOURT T2 LATERAL G2 T3 8/15/01 FPG FILE: NEWSG2.wSP Q FILE = QNEWG2.wSP SO 103.241242.35 1 ,013 1243.44 R 132.101244.13 1 .013 SH 1 CD 1 4 1.5 / 7ji? e e e WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1100 JOLLE COURT HEADING LINE NO 2 IS- LATERAL G2 HEADING LINE NO 3 IS - 8/15/01 FPG FILE: NEWSG2.wSP Q FILE = QNEWG2.wSP # e e . F0515P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . UIS DATA STATION INVERT SECT 103.24 1242.35 1 W S ELEV 1243.44 ELEMENT NO 2 IS A REACH . . UIS DATA STATION INVERT SECT 132.101244,13 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 132,101244.13 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S,ELEV = INV + DC ?~1 e LICENSEE: RB.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING BASIN 1100 JOLLE COURT LATERAL G2 8/15/01 FPG FILE: NEWSG2.wSP Q FILE = QNEWG2.wSP STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD,EL. ELEV DEPTH DIA IDNO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR **********************-* **-**....********************--**-*************-*****-*************-*************** 103.24 1242.35 0.379 1242.729 3.3 9.43 1.380 1244,109 0.00 0.692 1,50 0.00 0.00 0 0,00 1.92 0.06168 .049884 0.10 0.360 0,00 105.16 1242,47 0.381 1242.850 3.3 9.32 1.349 1244.199 0.00 0.692 1.50 0.00 0,00 0 0.00 7.07 0.06168 .046130 0.33 0.360 0.00 112.23 1242.90 0.394 1243.299 3.3 8,89 1,229 1244.528 0.00 0.692 1.50 0.00 0,00 0 0,00 4,59 0.06168 ,040362 0.19 0.360 0.00 116.82 1243.19 0.408 1243,595 3.3 8.48 1.117 1244.712 0,00 0.692 1.50 0,00 0,00 0 0.00 3.32 0.06168 .035324 0,12 0.360 0.00 120.14 1243.39 0.422 1243.814 3.3 8.09 1.016 1244.830 0.00 0,692 1,50 0,00 0.00 0 0.00 e 2,54 0.06168 .030892 0.08 0.360 0.00 122.68 1243.55 0.436 1243.985 3.3 7.71 0.923 1244.908 0.00 0.692 1,50 0.00 0.00 0 0.00 1.97 0,06168 .027039 0,05 0.360 0.00 124.65 1243.67 0.452 1244.122 3.3 7,35 0.839 1244,961 0,00 0692 1.50 0.00 0.00 0 0.00 1.61 0,06168 .023674 0.04 0.360 0.00 126.26 1243.77 0.467 1244.237 3,3 7.01 0.762 1244.999 0.00 0.692 1,50 0.00 0,00 0 0,00 1.28 0.06168 .020725 0.03 0.360 0.00 127.54 1243.85 0.484 1244,333 3.3 6,68 0.693 1245.026 0.00 0,692 1,50 0.00 0,00 0 0.00 1.06 0.06168 ,018161 0,02 0,360 0,00 128.60 1243,91 0.501 1244.415 3.3 6.37 0.630 1245.045 0.00 0.692 1,50 0.00 0.00 0 0.00 0.86 0.06168 .015914 0.01 0.360 0.00 129.46 1243.97 0.519 1244.486 3,3 6.08 0.574 1245,060 0.00 0.692 1.50 0.00 0.00 0 0.00 0,71 0.06168 .013945 0,01 0.360 0.00 e ?>zJb ,- e LICENSEE: RB,F, & ASSOC, - SAN DIEGO F051SP WATER SURFACE PROFILE LISTING BASIN 1100 JOLLE COURT LATERAL G2 8/15/01 FPG FILE: NEWSG2.wSP Q FILE = QNEWG2.wSP PAGE 2 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ElEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR ************-*-*--******--****-*************************-*-********** *****-*****************-* 130.17 1244.01 0.537 1244.548 3.3 5.79 0.520 1245.068 0.00 0.692 1.50 0.00 0.00 0 0,00 0.55 0.06168 .012226 0,01 0.360 0.00 130.72 1244.05 0,557 1244.602 3.3 5.53 . 0.474 1245.076 0.00 0.692 1,50 0,00 0.00 0 0.00 0.46 0.06168 .010727 0.00 0.360 0.00 131.18 1244,07 0.577 1244.650 3.3 5.26 0.430 1245.080 0.00 0.692 1.50 0,00 0.00 0 0.00 0.34 0.06168 .009411 0.00 0.360 0.00 131.52 1244.09 0.598 1244,692 3.3 5.02 0,392 1245.084 0.00 0.692 1.50 0.00 0.00 0 0.00 0,28 0.06168 .008256 0.00 0.360 0.00 131.80 1244,11 0.619 1244.730 3.3 4.79 0.356 1245,086 0.00 0,692 1.50 0.00 0.00 0 0.00 e 0.17 0,06168 ,007246 0,00 0.360 0,00 131.97 1244.12 0,642 1244.764 3.3 4,56 0.323 1245.087 0.00 0.692 1.50 0.00 0.00 0 0.00 0.10 0.06168 .006368 0.00 0,360 000 132,07 1244.13 0.666 1244.794 3.3 4.35 0,294 1245.088 0.00 0.692 1.50 0.00 0.00 0 0.00 0.03 0.06168 .005585 0,00 0.360 0,00 132.10 1244.13 0.692 1244.822 3.3 4,14 0,266 1245.088 0.00 0.692 1.50 0.00 0.00 0 0.00 j\"?1X U S Lu ,- L <:.. /'(""'4,fZ z.1+-), z..{.l"r,,(. ) -t<o :: Il.. 4- ~ . J If1 e ?:>ff\ e WSPG OUTPUT: e DRAINAGE BASIN 1200 LINES S, S1, S2, S3, S4, & U e ~'Jj) S.wsp__ ___ Page 1 'I e 0 T1 BASIN 1200 FOX ROAD KNUCKLE T2 T3 9/14/01 FPG FILE: SWSP Q FILE = QS.wSP SO 1020.631215.25 1 .013 1227.58 R 1036.991216.24 1 .013 R 1052.871217.19 1 ,013 40. R 1162.511223.82 1 .013 JX 1167.691224.13 1 2 .013 7.5 1225.92 41. R 1253.761229.44 1 ,013 1 JX 1260.401230.31 4 4 .013 33.4 1230.31 45. R 1300.001232.51 4 .013 R 1337621234.61 4 ,013 R 1464.611242.03 4 .013 19. JX 1470.041242.71 3 3 .013 19.3 1242.67 47. R 1486.201243.00 3 .013 3. R 1505.311243.35 3 ,013 49. R 1515.661243.54 3 ,013 SH 3 CD 1 4 3.0 CD 2 4 1.5 CD 3 4 2.0 CD 44 2,5 e e ?;~\ e e e F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1200 FOX ROAD KNUCKLE HEADING LINE NO 2 IS - HEADING LINE NO 3 IS- 9/14/01 FPG FILE: SWSP Q FILE = QSWSP PAGE NO 3 ??~ e e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET UIS DATA STATION INVERT SECT 1020,63 1215.25 1 ELEMENT NO 2 IS A REACH UIS DATA STATION INVERT SECT 1036.991216.24 1 0.013 ELEMENT NO 3 IS A REACH UIS DATA STATION INVERT SECT 1052.871217.19 1 0.013 ELEMENT NO 4 IS A REACH UIS DATA STATION INVERT SECT 1162.511223.82 1 0.013 W S ELEV 1227,58 N RADIUS ANGLE ANG PT MAN H 0,00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 40.00 0,00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 5 IS A JUNCTION UIS DATA STATION INVERT SECT LAT-1 LAT-2 N 03 Q4 INVERT-3INVERT-4 PHI3 PHI4 1167.691224,13 1 2 00.013 7,5 0.01225.92 0.0041.00 0.00 ELEMENT NO 6 IS A REACH UIS DATA STATION INVERT SECT 1253.761229.44 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 ELEMENT NO 7 IS A JUNCTION UIS DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1260.401230,31 4 4 0 0,013 33.4 0.0 1230.31 0.00 45.00 0,00 ELEMENT NO 8 IS A REACH UIS DATA STATION INVERT SECT 1300.00 1232.51 4 0.013 ELEMENT NO 9 IS A REACH . UIS DATA STATION INVERT SECT 1337.621234.61 4 0.013 ELEMENT NO 10 IS A REACH UIS DATA STATION INVERT SECT 1464.61 1242,03 4 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0,00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0,00 19.00 0.00 0 ELEMENT NO 11 IS A JUNCTION UIS DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1470.041242.71 3 3 0 0,013 19.3 0.0 1242.67 0,00 47.00 0,00 ?J.,y e e . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH . . UIS DATA STATION INVERT SECT 1486.201243.00 3 0,013 N RADIUS ANGLE ANG PT MAN H 0.00 3.00 0.00 0 ELEMENT NO 13 IS A REACH . . UIS DATA STATION INVERT SECT 1505.31 1243.35 3 0,013 N RADIUS ANGLE ANG PT MAN H 0.00 49.00 0,00 0 ELEMENT NO 14 IS A REACH . . UIS DATA STATION INVERT SECT 1515.661243.54 3 0.013 N RADIUS ANGLE ANG PT MAN H 0,00 0.00 0.00 0 ELEMENT NO 15 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1515.661243.54 3 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, WS.ELEV = INV + DC ?j"J/.( e LICENSEE: RB.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE PAGE 1 9/14/01 FPG FILE: SWSP Q FILE = QSWSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV L1ELEM SO Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SF AVE HF NORM DEPTH ZR *****--********-**-******-**-******-*************----*****-*-*--*~*---*-****************** 1020.63 1215.25 12,330 1227.580 70.3 9.94 1.536 1229,116 0.00 2.662 3.00 0.00 0,00 0 0.00 16,36 0,06051 .011109 0.18 1.371 0,00 1036.99 1216.24 11.522 1227.762 70.3 9,94 1.536 1229.298 0,00 2.662 3.00 0.00 0.00 0 0,00 15.88 0.05982 .011109 0.18 1.375 0.00 1052.87 1217.19 10.953 1228.143 70,3 9.94 1.536 1229.679 0,00 2,662 3.00 0,00 0.00 0 0.00 109.64 0.06047 .011109 1.22 1.371 0.00 1162.51 1223.82 5,541 1229.361 70.3 9.94 1.536 1230.897 0.00 2.662 3,00 0.00 0.00 0 0.00 JUNCT STR 0,05985 .009987 0.05 0.00 1167.69 1224.13 5.798 1229.928 62.8 8.88 1.226 1231.154 0.00 2,550 3.00 0,00 0.00 0 0.00 19.40 0,06169 .008865 0,17 1.280 0.00 e 1187.09 1225,33 4.791 1230,118 62.8 8.88 1,226 1231.344 0.00 2.550 3,00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1187.09 1225.33 1.377 1226,704 62.8 19.83 6.106 1232.810 0,00 2.550 3.00 0.00 0.00 0 0,00 3.41 0.06169 ,047420 0.16 1.280 0.00 1190.50 1225.54 1.380 1226,918 62.8 19.77 6.071 1232.989 0,00 2.550 3.00 0,00 0.00 0 0.00 28,88 0.06169 .044382 1.28 1.280 0.00 1219.38 1227.32 1.432 1228.751 62.8 18.85 5,519 1234.270 0.00 2.550 3.00 0.00 0.00 0 0.00 19.77 0.06169 .039052 0.77 1.280 0,00 1239.15 1228.54 1.486 1230.025 62,8 17,97 5.016 1235,041 0.00 2.550 3.00 0,00 0.00 0 0.00 14.61 0.06169 .034387 0,50 1.280 0.00 1253.76 1229.44 1.543 1230.983 62.8 17.14 4.562 1235.545 0,00 2.550 3.00 0.00 0.00 0 0,00 JUNCT STR 0.13102 ,043555 0.29 0.00 . ?~ e LICENSEE: RB,F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE 9/14/01 FPG FILE: SWSP Q FILE = QS.wSP STATION INVERT DEPTH W.S, Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO, PIER L1ELEM SO SF AVE HF NORM DEPTH ZR --**********-***---******-......_-*--******- .*********-*************-********-* 1260.40 1230,31 0.949 1231,259 29.4 17.20 4.595 1235.854 0.00 1.849 2.50 0.00 0.00 0 0,00 39.60 0.05556 .054557 2.16 0.944 0.00 1300.00 1232.51 0.952 1233.462 29.4 17,12 4,553 1238.015 0.00 1.849 2.50 0.00 0.00 0 0,00 37.62 0.05582 .053420 2.01 0.943 0,00 1337.62 1234.61 0.960 1235.570 29.4 16.95 4.459 1240.029 0.00 1.849 2.50 0.00 0,00 0 0.00 40.21 0.05843 .049575 1.99 0.931 0.00 1377.83 1236,96 0.992 1237.951 29.4 16.20 4.074 1242.025 0.00 1,849 2.50 0.00 0.00 0 0.00 22.67 0.05843 .043680 0,99 0,931 0.00 1400.50 1238.28 1.028 1239.312 29.4 15.45 3.706 1243.018 0,00 1.849 2.50 0.00 0.00 0 0.00 14,88 0.05843 .038352 0.57 0.931 0.00 e 1415.38 1239,15 1.066 1240.220 29.4 14,73 3,369 1243.589 0.00 1.849 2.50 0.00 0.00 0 0,00 10.80 0,05843 ,033687 0.36 0,931 0.00 1426.18 1239.79 1.105 1240.890 29.4 14.04 3.061 1243.951 0.00 1.849 2.50 0.00 0,00 0 0.00 8.23 0.05843 .029600 0.24 0,931 0,00 1434.41 1240.27 1,146 1241.412 29.4 13.39 2.783 1244.195 0,00 1.849 2.50 0.00 0.00 0 0.00 6,48 0.05843 .026027 0,17 0.931 0,00 1440.89 1240.64 1.189 1241.833 29.4 12,77 2,531 1244.364 0.00 1.849 2.50 0.00 0.00 0 0,00 5.21 0.05843 .022899 0.12 0.931 0.00 1446.10 1240,95 1.234 1242,183 29.4 12.17 2.299 1244.482 0.00 1.849 2.50 0.00 0,00 0 0,00 4.24 0.05843 .020161 0,09 0.931 0,00 1450.34 1241.20 1.281 1242.477 29.4 11.61 2.092 1244.569 0.00 1.849 2.50 0.00 0.00 0 0.00 3.44 0.05843 .017766 0.06 0.931 0,00 e ?y?f' tit LICENSEE: RB,F. & ASSOC. - SAN DIEGO F051SP WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE PAGE 3 9/14/01 FPG FILE: SWSP Q FILE = QSWSP STATION INVERT DEPTH W,S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR -- ***********-***************************************************-**-*************************** 1453.78 1241.40 1.331 1242.728 29.4 11.07 1,901 1244,629 0.00 1.849 2.50 0.00 0.00 0 0.00 2.83 0,05843 ,015670 0.04 0.931 0.00 1456.61 1241.56 1.383 1242.946 29.4 10.55 1.728 1244.674 0.00 1,849 2.50 0.00 0.00 0 0.00 2.29 0.05843 .013833 0.03 0.931 0.00 1458.90 1241,70 1.438 1243.134 29.4 10.06 1.571 1244.705 0.00 1.849 2.50 0.00 0.00 0 0.00 1.84 0.05843 ,012226 0.02 0,931 0.00 1460.74 1241.80 1.496 1243,300 29.4 9.59 1.429 1244.729 0.00 1.849 2.50 0.00 0.00 0 0.00 1.44 0.05843 .010818 0.02 0.931 0,00 1462.18 1241.89 1.557 1243.445 29.4 9.14 1.299 1244.744 0.00 1.849 2.50 0,00 0.00 0 0.00 1.09 0.05843 .009587 0.01 0.931 0,00 e 1463.27 1241,95 1.622 1243.574 29.4 8.72 1,180 1244,754 0.00 1.849 2,50 0.00 0.00 0 0,00 0,75 0.05843 .008515 0.01 0.931 0,00 1464.02 1241.99 1.692 1243,687 29.4 8.31 1,073 1244,760 0.00 1.849 2.50 0.00 0.00 0 0.00 0.44 0.05843 .007581 0.00 0,931 0.00 1464.46 1242.02 1.767 1243.788 29.4 7,93 0.976 1244,764 0,00 1.849 2.50 0.00 0.00 0 0.00 0.15 0.05843 .006766 0.00 0.931 0,00 1464.61 1242.03 1.849 1243.879 29.4 7.55 0.886 1244.765 0.00 1.849 2,50 0.00 0.00 0 0.00 JUNCT STR 0,12523 .004189 0.02 0.00 1470.04 1242.71 2.152 1244.862 10,1 3.21 0.160 1245.022 0.00 1.138 2.00 0.00 0,00 0 0.00 9.81 0.01795 .001974 0.02 0.792 0.00 1479.85 1242,89 2.000 1244.886 10.1 3.21 0.160 1245,046 0.00 1.138 2.00 0.00 0,00 0 0.00 6.35 0.01795 .001840 0.01 0.792 0.00 e '?~'\ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE 9/14/01 FPG FILE: S.WSP Q FILE = QSWSP STATION INVERT DEPTH W,S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR ********************************-**-****--************----*-****..........******--***************************- 1486.20 1243,00 1.890 1244.890 10.1 3.29 0.168 1245,058 0.00 1.138 2.00' 0.00 0,00 0 0.00 6.75 0,01832 .001757 0,01 0.790 0,00 1492.95 1243.12 1.761 1244.885 10.1 3.45 0.184 1245.069 0.00 1.138 2.00 0.00 0.00 0 0.00 4.78 0.01832 .001865 0.01 0.790 0.00 1497.73 1243.21 1.664 1244.875 10.1 3.61 0.203 1245.078 0.00 1.138 2,00 0.00 0.00 0 0.00 3.85 0,01832 .002038 0.01 0.790 0.00 1501.58 1243.28 1.581 1244.863 10.1 3.79 0.223 1245,086 0.00 1.138 2.00 0.00 0,00 0 0.00 3.22 0.01832 .002253 0.01 0.790 0,00 1504.80 1243.34 1.507 1244.848 10.1 3,98 0.246 1245.094 0.00 1,138 2.00 0.00 0.00 0 0.00 0.51 0,01832 ,002393 0,00 0.790 0.00 e 1505.31 1243.35 1.495 1244.845 10.1 4.01 0.250 1245.095 0.00 1.138 2.00 0,00 0,00 0 0.00 2.65 0.01836 .002557 0.01 0.790 0,00 1507.96 1243.40 1.428 1244,827 10.1 4.21 0.275 1245.102 0.00 1.138 2,00 0,00 0.00 0 0,00 2.16 0.01836 .002860 0,01 0.790 0.00 1510.12 1243.44 1,367 1244.805 10,1 4.41 0,302 1245.107 0.00 1.138 2.00 0.00 0.00 0 0.00 1.70 0.01836 .003211 0,01 0.790 0.00 1511,82 1243.47 1.311 1244.781 10.1 4.63 0.332 1245.113 0.00 1.138 2.00 0.00 0,00 0 0,00 0,82 0.01836 ,003615 0,00 0,790 0.00 1512.64 1243.48 1.258 1244.743 10.1 4.85 0.366 1245,109 0.00 1.138 2.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1512.64 1243.48 0.976 1244.461 10.1 6.63 0.683 1245.144 0,00 1.138 2,00 0.00 0.00 0 0.00 0.41 0,01836 .008136 0.00 0.790 0.00 . ~~ e e e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO FOS15P WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE 9/14/01 FPG FILE: SWSP Q FILE = QSWSP STATION INVERT DEPTH W.S. AVBPR ELEV OF FLOW ELEV L1ELEM SO Q PAGE 5 HEAD GRD.EL. ELEV DEPTH VEL VEL ENERGY SUPER CRITICAL DIA ID NO. PIER SF AVE HF NORM DEPTH *--........*********........._-***-*-***********.....******-.........**************** 1513.05 1243.49 1.013 1244.505 10,1 6.32 0.620 1245.125 0.00 1.138 1.55 0.01836 .007157 0,01 0.790 1514.60 1243,52 1.052 1244,573 10.1 6.03 0.564 1245.137 0,00 1,138 0,85 0.01836 .006309 0.01 0.790 1515.45 1243.54 1.093 1244.629 10.1 5,75 0,513 1245,142 0.00 1.138 0.21 0.01836 ,005562 0.00 0,790 1515.66 1243.54 1.138 1244.678 10.1 5.47 0.465 1245.143 0,00 1,138 HGTI BASEl ZL NO ZR 2,00 0.00 0,00 0 0.00 0.00 2.00 0,00 0.00 0 0.00 0,00 2.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0,00 0 0,00 05' l.U5f:L "" 12 4-if'b7 D T /, 2 (~r-) IZ'+ ).3 fV\t4 ;; 3~q . NewS1.~s~,~. e e e .~~~ -~._.~ .- .= ~ , -,~-~",_..,_.. o T1 BASIN 1200 FOX ROAD KNUCKLE T2 LATERAL S1 T3 8/17/01 FPG FILE: NEWS1.wSP Q FILE = QNEWS1.wSP SO 1003.921242.67 1 .013 1244.9 R 1036,161243.60 1 .013 SH 1 CD 1 4 2.0 P~g,U ~ e e e WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . UIS DATA STATION INVERT SECT 1003.921242.67 1 W S ELEV 1244.90 ELEMENT NO 2 IS A REACH . . UIS DATA STATION INVERT SECT 1036.161243.60 1 0.013 N RADIUS ANGLE ANG PT MAN H 0,00 0,00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1036.161243.60 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO, 2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, WS.ELEV = INV + DC ~~\ e LICENSEE: R,B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE LATERAL S1 8/17101 FPG FILE: NEWS1.wSP Q FILE = ONEWS1.wSP PAGE 1 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD,EL. ELEV DEPTH DIA IDNO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR *****************-*-*-*****************---******-**************-*********************-***********--*** 1003.92 1242.67 2.230 1244.900 19.3 6,14 0.586 1245.486 0.00 1.580 2.00 0.00 0.00 0 0.00 7.49 0.02885 ,007278 0,05 1.000 0.00 1011.41 1242.89 2.069 1244.955 19.3 6.14 0.586 1245,541 0.00 1.580 2.00 0.00 0.00 0 0,00 HYDRAULIC JUMP 0.00 1011.41 1242.89 1.168 1244.054 19.3 10.13 1,594 1245.648 0.00 1.580 2,00 0,00 0.00 0 0,00 0.44 0.02885 ,017522 0.01 1.000 0,00 1011.85 1242.90 1,168 1244.067 19.3 10.13 1.592 1245.659 0.00 1.580 2.00 0.00 0.00 0 0.00 7.93 0.02885 ,016504 0.13 1.000 0.00 1019.78 1243,13 1.215 1244,342 19.3 9.65 1.447 1245.789 0.00 1.580 2.00 0,00 0,00 0 0.00 5.73 0.02885 .014611 0,08 1.000 0,00 e 1025.51 1243,29 1,265 1244.558 19.3 9.21 1.317 1245,875 0.00 1.580 2.00 0.00 0.00 0 0.00 4.13 0,02885 .012961 0.05 1,000 0.00 1029.64 1243.41 1,319 1244.731 19.3 8.78 1.196 1245.927 0.00 1.580 2,00 0.00 0.00 0 0.00 2.99 0.02885 .011522 0.03 1.000 0.00 1032.63 1243.50 1.376 1244,874 19.3 8.37 1.088 1245.962 0.00 1,580 2.00 0,00 0.00 0 0.00 1.99 0.02885 .010268 0.02 1.000 0,00 1034.62 1243.56 1.438 1244.993 19.3 7.98 0.988 1245.981 0,00 1.580 2.00 0.00 0.00 0 0.00 1.160.02885 .009184 0.01 1.000 0,00 1035.78 1243.59 1.505 1245,094 19.3 7,61 0.899 1245.993 0.00 1.580 2.00 0.00 0.00 0 0.00 0.38 0.02885 ,008247 0.00 1.000 0.00 1036.16 1243.60 1.580 1245.180 19.3 7,25 0.816 1245,996 0.00 1.580 2.00 0,00 0.00 0 0.00 fYl ,;.oX uS WS{:; /..':::: 17.'1--5,/'6'+1, z-f'./6/0 -"'-' I ZG4-. z. e 3~ e e e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1200 FOX ROAD KNUCKLE HEADING LINE NO 2 IS - LINE S2 HEADING LINE NO 3 IS - 8/14/01 FPG FILE: NEWS2.wSP Q FILE = ONEWS2.wSP Yt? e e e F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . UIS DATA STATION INVERT SECT 1005.431230.35 1 ELEMENT NO 2 IS A REACH . " UIS DATA STATION INVERT SECT 1022,181230.47 1 0,013 ELEMENT NO 3 IS A REACH . . UIS DATA STATION INVERT SECT 1040.991230.61 1 0.013 ELEMENT NO 4 IS A REACH . . UIS DATA STATION INVERT SECT 1061.271230.75 1 0.013 ELEMENT NO 5 IS A REACH . . UIS DATA STATION INVERT SECT 1196.661231.73 1 0.013 ELEMENT NO 6 IS A REACH . . UIS DATA STATION INVERT SECT 1201.331231.77 1 0.013 ELEMENT NO 7 IS A REACH . . U1S DATA STATION INVERT SECT 1267.761232.25 1 0,013 ElEMENT NO 8 IS A REACH . . U1S DATA STATION INVERT SECT 1316.721232,60 1 0.013 W S ELEV 1231.25 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 48,00 0,00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0,00 0,00 1 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 4.00 0,00 0 ELEMENT NO 9 IS A JUNCTION . . . UIS DATA STATION INVERT SECT LAT-1 LAT-2 N 03 Q4 INVERT-3INVERT -4 PHI3 PHI4 1321,661233,06 2 2 00.013 16.7 0.0 1233.09 0.0045.00 0.00 ELEMENT NO 10 IS A REACH . . UIS DATA STATION INVERT SECT 1339.331233.18 2 0,013 ELEMENT NO 11 IS A REACH . . UIS DATA STATION INVERT SECT 1351.71 1233.27 2 0.013 N RADIUS ANGLE ANG PT MAN H 0,00 43.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 12 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1351.711233.27 2 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING - WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W,S.ELEV = INV + DC ~ e LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F051SP WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE LINE S2 8/14/01 FPG FILE: NEWS2.wSP Q FILE = QNEWS2.wSP PAGE 1 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO, PIER L1ELEM SO SF AVE HF NORM DEPTH ZR **--**-******--************--*******************--**-********-****************-******---*-********* 1005.43 1230,35 1,966 1232.316 33.4 8,07 1.010 1233.326 0,00 1.966 2,50 0.00 0,00 0 0,00 5.93 0.00716 .007167 0.04 1,970 0,00 1011.36 1230.39 1.970 1232,362 33.4 8.05 1.006 1233,368 0.00 1.966 2,50 0.00 0,00 0 0.00 2,35 0.00716 .007152 0,02 1.970 0.00 1013.71 1230.41 1.970 1232.379 33.4 8,05 1.006 1233.385 0.00 1.966 2.50 0.00 0,00 0 0.00 HYDRAULIC JUMP 0.00 1013.71 1230,41 1.931 1232.340 33.4 8,21 1.047 1233.387 0.00 1.966 2.50 0,00 0.00 0 0,00 8,47 0.00716 .007463 0,06 1.970 0.00 1022.18 1230.47 1.931 1232.401 33.4 8.21 1.047 1233.448 0.00 1.966 2.50 0,00 0,00 0 0.00 7.09 0.00744 ,007463 0.05 1,931 0,00 e 1029.27 1230,52 1.931 1232.454 33.4 8,21 1.047 1233.501 0.00 1,966 2,50 0.00 0.00 0 0.00 11.72 0.00744 .007324 0.09 1.931 0.00 1040.99 1230.61 1.966 1232.576 33.4 8.07 1.010 1233,586 0.00 1.966 2.50 0,00 0,00 0 0,00 9,89 0.00690 .007050 0.07 2.003 0.00 1050.88 1230,68 2.003 1232.681 33.4 7,92 0.975 1233.656 0.00 1.966 2,50 0.00 0.00 0 0.00 10.39 0,00690 .006915 0.07 2.003 0.00 1061.27 1230.75 2.003 1232.753 33.4 7.92 0.975 1233.728 0.00 1.966 2.50 0.00 0.00 0 0,00 6.43 0.00724 ,007052 0.05 1.960 0,00 1067.70 1230.80 1.966 1232.763 33.4 8,07 1.010 1233.773 0.00 1,966 2.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1067.70 1230.80 1.960 1232.757 33.4 8.09 1,016 1233.773 0,00 1,966 2,50 0.00 0.00 0 0.00 108.77 0.00724 .007230 0,79 1.960 0.00 e ?;16 e LICENSEE: RB.F. & ASSOC. -SAN DIEGO F051SP WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE L1NES2 8/14/01 FPG FILE: NEWS2.wSP Q FILE = QNEWS2.wSP PAGE 2 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA IDNO. PIER L1ELEM SO SF AVE HF NORM DEPTH ZR ********-********--**---*-***-* ~~ *--******--***********'****************************--*- 1176.47 1231.58 1.960 1233.544 33.4 6,09 1.016 1234.560 0,00 1.966 2.50 0.00 0,00 0 0.00 20.19 0.00724 .007487 0.15 1.960 0.00 1196.66 1231,73 1,899 1233.629 33.4 8.35 1,082 1234,711 0.00 1.966 2.50 0.00 0.00 0 0.00 4.67 0.00856 ,007487 0.03 1.820 0.00 1201.33 1231.77 1.960 1233.730 33.4 8.09 1.016 1234.746 0,00 1.966 2.50 0.00 0.00 0 0.00 63.97 0,00723 .007230 0.46 1.960 0,00 1265.30 1232.23 1.960 1234.192 33.4 8.09 1.016 1235.208 0.00 1.966 2.50 0,00 0.00 0 0.00 2.46 0.00723 .007207 0.02 1.960 0.00 1267.76 1232.25 1.966 1234.216 33.4 8,07 1.010 1235.226 0.00 1,966 2.50 0,00 0,00 0 0.00 1.00 0,00715 .007167 0.01 1.970 0,00 e 1268.76 1232,26 1.970 1234,227 33.4 8.05 1.006 1235.233 0,00 1.966 2.50 0.00 0,00 0 0.00 47,96 0,00715 .007150 0.34 1.970 0.00 1316,72 1232.60 1.970 1234,570 33.4 8.05 1.006 1235.576 0.00 1,966 2,50 0.00 0.00 0 0.00 JUNCT STR 0,09312 .006301 0.03 0.00 1321.66 1233.06 2.541 1235,601 16.7 5.32 0,439 1236.040 0,00 1.473 2,00 0.00 0.00 0 0.00 17.67 0.00679 .005449 0.10 1.480 0.00 1339,33 1233.18 2.578 1235.758 16.7 5.32 0.439 1236.197 0.00 1.473 2,00 0.00 0.00 0 0.00 12.38 0,00727 ,005449 0.07 1.440 0.00 1351.71 1233.27 2.555 1235.825 16.7 5.32 0.439 1236.264 0.00 1.473 2.00 0.00 0.00 0 0.00 fY'f+ X U'S W'JR L :: IZ35.3'Lf--(,t..(,Lr:.,q) I = (7.. 7~. 'f e ~1O ~WS;j.wSQ e e e --~.--~ Page _. o T1 BASIN 1200 FOX ROAD KNUCKLE T2 LATERAL 53 T3 8/14/01 FPG FILE: NEWS3.wSP Q FILE = QNEWS3.wSP SO 104.741225.92 1 .013 1229.93 R 137.741226.08 1 .013 SH 1 CD 1 4 1.5 ~1 e e . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1200 FOX ROAD KNUCKLE HEADING LINE NO 2 IS - LATERAL S3 HEADING LINE NO 31S- 8/14/01 FPG FILE: NEWS3.wSP Q FILE = QNEWS3.wSP ~4R> e e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET UIS DATA STATION INVERT SECT 104,741225.92 1 W S ELEV 1229.93 ELEMENT NO 2 IS A REACH UIS DATA STATION INVERT SECT 137.741226.08 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 137.741226.08 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ~ e e e LICENSEE: RB.F, & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE LATERAL S3 8/14/01 FPG FILE: NEWS3.wSP Q FILE = QNEWS3WSP PAGE 1 STATION INVERT DEPTH WS. AVBPR ELEV OF FLOW ELEV L1ELEM SO Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SF AVE HF NORM DEPTH .ZR ***-*--********-****-*-*******-***-****************-*************-************-*****-*****-************************ 104.74 1225,92 4,010 1229.930 7,5 4.24 0,280 1230.210 0.00 1.061 1.50 0.00 0.00 0 0,00 33.00 0,00485 .005098 0.17 1,260 0,00 137,74 1226,08 4.018 1230.098 7.5 4.24 0.280 1230.378 0.00 1.061 1.50 0,00 0.00 0 0.00 j\t\AX 0$ I.U<;~L.~ In;;.Oq! -r1,z.(#1..$) 'CY I Z f O. If I $3J e e e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1200 FOX ROAD KNUCKLE HEADING LINE NO 2 IS - LINE S4 HEADING LINE NO 3 IS - 8/14/01 FPG FILE: NEWS4.wSP 0 FILE = QNEWS4.wSP ~\ e e e F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . UIS DATA STATION INVERT SECT 1003.801233.07 1 W S ELEV 1235.60 ELEMENT NO 2 IS A REACH UIS DATA STATION INVERT SECT 1038.141233,90 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0,00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1038.141233.90 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S,ELEV = INV + DC ?;;52- e e e LICENSEE: RB,F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE LINE S4 8/14/01 FPG FILE: NEWS4,WSP Q FILE = QNEWS4.wSP PAGE 1 STATION INVERT DEPTH WS. AVBPR ELEV OF FLOW ELEV L1ELEM SO Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO HEAD GRD.EL. ELEV DEPTH NORM DEPTH DIA ID NO. ZR PIER SF AVE HF *************************-**************************************************************-*--*--**************************** 1003.80 1233.07 2.530 1235.600 16.7 5,32 0,439 1236.039 0.00 1.473 2.00 0,00 0.00 0 0.00 28.31 0.02417 .005397 0.15 0.970 0.00 1032,11 1233.75 2.000 1235,754 16.7 5.32 0.439 1236.193 0.00 1.473 2.00 0.00 0.00 0 0.00 6.03 0.02417 .005032 0.03 0.970 0.00 1038.14 1233.90 1.853 1235.753 16.7 5.50 0.469 1236.222 0,00 1.473 2.00 0.00 0,00 0 0.00 f'J< X. lJ ~ I.vt; e,- -: / 7... ~ 51 f2:;; + U.( I(-~ 1') /2'3', '-! I ?J57 R!:!:W~Q... _~" __ ~__ e e e Page 1 "~~'~"'-~""-'. ,.- o T1 BASIN 1200 FOX ROAD KNUCKLE T2 LINE U 100-YEAR T3 8/13/01 FPG FILE: UWSP Q FILE = QUWSP SO 1014.661215.40 1 ,013 1227.58 R 1070.021223.18 1 .013 15. JX 1073.361223.43 2 3 .013 14.8 1226.43 90. R 1111.391224.35 2 .013 R 1115.231224.44 2 .013 5. R 1142.821225.11 2 .013 SH 2 CD 1 4 3.0 CD 2 4 3.0 CD 3 4 1.5 zP1 e e - F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS- BASIN 1200 FOX ROAD KNUCKLE HEADING LINE NO 2 IS- LINE U 100-YEAR HEADING LINE NO 3 IS - 8/13/01 FPG FILE: UWSP Q FILE = QUWSP PAGE NO 3 ~ e e . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE. ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET UIS DATA STATION INVERT SECT 1014.661215.40 1 W S ELEV 1227.58 ELEMENT NO 2 IS A REACH UIS DATA STATION INVERT SECT 1070.021223.18 1 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 15,00 0 ELEMENT NO 3 IS A JUNCTION UIS DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3INVERT-4 PHI3 PHI4 1073.361223.43 2 3 0 0.013 14.8 0.0 1226.43 0.00 90.00 0.00 ELEMENT NO 4 IS A REACH UIS DATA STATION INVERT SECT 1111.391224.35 2 0.013 N RADIUS ANGLE ANG PT MAN H 0.00 0,00 0,00 0 ELEMENT NO 5 IS A REACH UIS DATA STATION INVERT SECT 1115.23 1224,44 2 0.013 ELEMENT NO 6 IS A REACH UIS DATA STATION INVERT SECT 1142,821225.11 2 0,013 N RADIUS ANGLE ANG PT MAN H 0,00 5.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 7 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1142,821225.11 2 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ~ - LICENSEE: RB,F, & ASSOC. - SAN DIEGO F051SP WATER SURFACE PROFILE LISTING BASIN 1200 FOX ROAD KNUCKLE LINE U 100-YEAR 8/13/01 FPG FILE: UWSP 0 FILE = QUWSP STATION INVERT DEPTH W,S. AVBPR ELEV OF FLOW ELEV L1ELEM SO VEL VEL ENERGY SUPER CRITICAL PAGE 1 HGTI BASEl ZL NO SF AVE HF NORM DEPTH DIA ID NO. PIER ZR *********-***-**-********* M)".r 12~, w~~L - 127"/,5 r ~ Iof- J. 2(13;> ') -I. /1,..:2... 8', 'f ' 1014.66 1215.40 12.180 1227.580 42.0 5,94 0.548 1228.128 0.00 2.111 3.00 0.00 0.00 0 0,00 55,36 0.14053 .003965 0.22 0.830 0.00 1070.02 1223.18 4.647 1227.82'1 42.0 5,94 0.548 1228.375 0,00 2.111 3.00 0.00 0,00 0 0.00 JUNCT STR 0,07485 .002814 0.01 0.00 1073.36 1223.43 5.043 1228.473 27.2 3.85 0.230 1228.703 0.00 1.686 3,00 0,00 0.00 0 0.00 38.03 0.02419 .001663 0.06 1.050 0.00 1111.39 1224.35 4.186 1228.536 27,2 3.85 0.230 1228.766 0,00 1.686 3.00 0.00 0,00 0 0,00 3.84 0,02344 .001663 0,01 1.056 0.00 1115.23 1224,44 4.113 1228.553 27.2 3.85 0.230 1228,783 0.00 1.686 3,00 0,00 0.00 0 0.00 27.59 0,02428 ,001663 0.05 1.046 0,00 e 1142.82 1225.11 3.489 1228.599 27.2 3.85 0,230 1228.829 0.00 1,686 3.00 0.00 0.00 0 0.00 Q HEAD GRD.EL. ELEV DEPTH ******************* e *****************-***********- 357