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HomeMy WebLinkAboutTract Map 22915 On-Site Hydrology & Hydraulics Report i ' ONSITE HYDROLOGY AND HYDRAULICS REPORT 1 Margarita Village ' TRACT NO'S. 22915 and 22916 PREPARED FOR: 1' ' TAYCO, A General California Partnership z PREPARED BY: 9tben cBdq,'W7U&m cRbst (acssociates 28765 Single Oak Drive,Suite 250 Temecula,California 92390 (714) 676.8042 • FAX (714) 676-7240 Contact Persons: Dick Heffner,Mike Tylman 'y 1 December 20, 1989 Revised April 20, 1990 JN 24870/24871 iiz ' TABLE OF CONTENTS I. INTRODUCTION 1 II. HYDROLOGY t III. CATCH BASIN DESIGN IV. STORM DRAIN DESIGN EXHIBIT "A" - LOCATION MAP ' EXHIBIT "B" - HYDROLOGY MAP EXHIBIT "C" - 10- AND 100-YEAR HYDROLOGY (RATIONAL METHOD) EXHIBIT "D" - SOILS MAP EXHIBIT "E" - CATCH BASIN DESIGN CALCULATIONS EXHIBIT "F" - STORM DRAIN ANALYSIS Bldg& Safety I MAY 2 1 =rading I. INTRODUCTION This report includes the hydrologic and hydraulic calculations ' performed for the design of onsite drainage facilities for Tracts 22915 and 22916 of the Margarita Village residential development proposed for the Rancho California area of Riverside County, ' California. The owner/developer of the site is the TAYCO Development Company. The development site is located east of Interstate Route 15 in the vicinity of the intersection of Rancho Vista Road and Kaiser Parkway. The data provided in this report ' is the basis for the design of street and storm drain improvements for Tracts 22915 and 22916. ' Summary results of the analysis presented in this report are illustrated on the Hydrology Map, Exhibit "B" . As shown on the Hydrology Map, a storm drain system, located on Rancho Vista Road, is proposed to collect and convey storm water runoff from Tract ' 22915, and a storm drain system located in Pauba Road (A.D. 159) is proposed to collect and convey storm water runoff from Tract 22916. ' The Rancho Vista Road storm drain originates within Tract 22915, then flows northerly across Rancho Vista Road, and through the ' adjacent residential Tract 22716, eventually confluencing with the Long Valley Wash channel at Rancho California Road. The portions of the storm drain falling within the Rancho Vista Road right-of- way are to be built per Tracts 22715 and 22716 improvements concurrent with grading and paving of the street. The remaining portions of the Rancho Vista Road storm drain are to be constructed with development of Tract 22915. Within the tract, the storm drain ' varies from an 18- to 30-inch reinforced concrete pipe. The Pauba Road storm drain originates with Tract 22916, then flows ' southwesterly through Tract 22916 into Pauba Road and outlets east of Margarita Road. The portion of the storm drain falling within Pauba Road right-of-way are to be built as Assessment District ' improvements concurrent with grading and paving of the street,. Within Tract 22916 the storm drain varies from 18- to 72-inch reinforced concrete pipe. The primary objectives of this report are as follows: 1. Delineate the drainage areas tributary to each of the ' onsite catch basins in Tracts 22915 and 22916. 2 . Based on drainage patterns, ground slope, land use, and soil type and using the Riverside County Rational Method, ' perform a hydrologic analysis on onsite runoff to provide 10- and 100-year design flows for the sizing of drainage facilities. r ' 3 . Based on the hydrology results and physical site requirements, design the catch basins and storm drain ' laterals to convey the computed design discharges. i ' II. HYDROLOGY Hydrologic calculations were performed using the Riverside County Rational Method from the Riverside County Flood Control and Water Conservation District Hydrology Manual , dated April, 1978. The 10- and 100-year design discharge at each storm drain inlet was ' computed by generating a hydrologic "link-note" model which divides the area into drainage subareas, each tributary to a concentration point or hydrologic "node" point determined by the proposed street ' layout. The computer results are included as Exhibit "C". The following assumptions/guidelines were applied for use of the Rational Method: ' 1. The soils map from the Riverside County Hydrology Manual indicates that the study area is primarily Group "B" soil. The soils map, excerpted from the Hydrology Manual, is included as Exhibit "D" . 2 . The runoff coefficient specified for 111/4 acre residen- tial lots" was used to describe the proposed development ' characteristics. 3. Initial subareas were drawn to be less than 10 acres in size and less than 1000 feet in length per County ' . guidelines. ' 4 . Pipe travel times were computed based on preliminary computer-estimated pipe sizes. A minimum pipe size of 18 inches was specified, and 90% of the actual pipe slope was assumed available for the pipe friction losses. 5. Standard intensity-duration curve data was taken from the County Hydrology Manual (values apply for Murrieta- Temecula and Rancho California areas) . The resulting 10- and 100-year discharges at proposed catch basin ' locations are flagged on the Rational Method Computer Summary, Exhibit "C", and on the Hydrology Map, Exhibit "B". Normal flow depths for street sections were computed based upon Manning's equation with a friction factor "n" of 0 .015. ' III. CATCH BASIN DESIGN Six catch basins, shown on the hydrology map, have been designed ' to collect storm runoff from Tract 22915. Sixteen catch basins, shown on the hydrology map, have been designed to collect storm runoff from Tract 22916. Catch basins placed in true "sump" ' conditions are sized based on a 100-year design discharge according to County guidelines. For each of these basins, additional overland emergency escape is provided such that water cannot pond ' to pad elevations. The remaining on-grade basins are designed so that the 10-year carryover flows do not overtop the curb before reaching the next downstream catch basin. In this way, maximum street flow capacities are utilized in lieu of larger subsurface ' pipes. Detailed catch basin design calculations are included as Exhibit "E" . 1 �r ' IV. STORM DRAIN DESIGN i The results from the Rational Method hydrology and catch basin ' design were used to prepare a steady-state hydraulic analysis of the storm drain system under the predicted 100-year flow conditions. A computer program published by the Los Angeles County ' Flood Control District (LACFCD) , capable of analyzing systems of pipes under partial, full, or pressure flow conditions was used for design. The computer results and input listings for the hydraulic ' analysis are included as Exhibit "F". The downstream control elevation for Tract 22915 storm drain analysis was taken from the Onsite Hydrology and Hydraulics Report ' for Tract 22716, dated November 8, 1988, prepared by Robert Bein, William Frost and Associates. The downstream control elevation for the Tract 22916 Storm Drain Analysis was taken from the Assessment ' District 159 Hydrology/Hydraulics Report for Pauba Road from Butterfield Stage Road to Margarita Road, dated December 29, 1988, prepared also by Robert Bein, William Frost and Associates. Pipe ' size and slope were determined by designing a system which allows for a freeboard below the street flowline while minimizing excavation depth and pipe size. An entrance loss coefficient of 0.5 and Manning' s roughness coefficient of 0. 013 were used to ' describe the catch basin and RCP friction losses. Additional analysis were performed to calculate the hydraulic grade line for Cast-In-Place (CIP) construction as an alternative to reinforced ' concrete pipe, assuming an "n" value of 0. 014. 1 1 1 1 1 1 1 1 EXHIBIT A Location Map 1 m To Aiver$�Ce tD m' 1 P n .e d p � Ppa kea,nl pad TR. 2291 $ ' oad �a�p prma � T ( t TR. 22916 ' S a od Read t aencno � Pan° o �^ Q�ea 1 a 0 v^'' Ao a do 5 ' Hodv RoaO Qo``o\a 19 ' hpn 5�ate N wdy Y-y San O.ego ' n«m LOCATION MAP 1 1 1 1 1 1 1 1 i 1 EXHIBIT ' B i Hydrology Map 1 1 _I -1 �1 �1 1 al �1 �l �1 � 1 1 EXHIBIT C 10 and 100 Year Hydrology � (Rational Method) CV Vw��g l RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON -' RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (c) Copyright 1982-88 Advanced Engineering Software (sea) Ver. 4.OA Release Date: 7/20/88 Serial it 2649 Analysis prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES 28765 SINGLE OAKS DRIVE, SUITE 250 _ RANCHO CALIFORNIA, CA 92390 k#**4##♦f4**i###**R**###«# DESCRIPTION OF STUDY ' * TR. 22916 * 100 YR. HYDROLOGY * TRIB. TO LINE 'A' ' FILE NAME: B:T916100B.DAT TIME/DATE OF STUDY: 16:42 3/20/1990 --USER-SPECIFIED-HYDROLOGY-AND-HYDRAULIC-MODEL-INFORMATION: ---------------------------------------------------------------------------- •� USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) _ .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.480 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.300 ' SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5495536 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1-HOUR INTENSITY(INCH/HOUR) = 1.3000 SLOPE OF INTENSITY DURATION CURVE _ .5496 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED ' FLOW PROCESS FROM NODE 1.06 TO NODE 1.06 IS CODE = 7 ---------------------------------------------------------------------------- »»>USER SPECIFIED HYDROLOGY INFORMATION AT NODE««< USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 30.70 RAIN INTENSITY(INCH/HOUR) = 1.88 TOTAL AREA(ACRES) = 154.20 TOTAL RUNOFF(CFS) = 307.00 ' OrrSJ76 GLW Prue. eOAW A•O. /sy FLOW PROCESS FROM NODE 1.06 TO NODE 1.07 IS CODE = 3 ' ------------------------------------------------------------------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 78.0 INCH PIPE IS ' 59.1 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 11.4 DOWNSTREAM NODE ELEVATION = 1245.90 ' FLOWLENGTH(FEET) = 470.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 307.00 TRAVEL TIME(MIN. ) _ .69 TC(MIN. ) = 31.39 ' --FLOW PROCESS FROM NODE 1.07 TO NODE 1.07 IS CODE = 1 ---------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT .STREAM FOR CONFLUENCE«<<< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 31.39 RAINFALL INTENSITY (INCH./HOUR) = 1.86 TOTAL STREAM AREA (ACRES) = 154.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 307.00 FLOW PROCESS FROM NODE .00 TO NODE 1.06 IS CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 800.00 UPSTREAM ELEVATION = 1295.80 DOWNSTREAM ELEVATION = 1269.50 ELEVATION DIFFERENCE = 26.30 ' TC = .393*[ ( 800.00**3)/( 26.30) ]**.2 = 11.267 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.259 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7905 SUBAREA RUNOFF(CFS) = 7.21 TOTAL AREA(ACRES) = 2.80 TOTAL RUNOFF(CFS) = 7.21 *#ki###ff*#*#kfA**}f}**#*ffi##4f}#**##}*}*♦#}**f*#}}####«**##}}**#A}}*ff*}## FLOW PROCESS FROM NODE 1.06 TO NODE 1.07 IS CODE = 6 ---------------------------------------------------------------------------- 1 -->>>>>COMPUTE-STREETFLOW-TRAVELTIME-THRU-SUBAREA<<«< UPSTREAM ELEVATION = 1269.50 DOWNSTREAM ELEVATION = 1264.00 ' STREET LENGTH(FEET) = 350.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .017 t � OUTSIDE STREET CROSSFALL(DECIMAL) _ .017j� SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 10.06 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .44 HALFSTREET FLOODWIDTH(FEET) = 18.13 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.45 PRODUCT OF DEPTH&VELOCITY = 1.52 STREETFLOW TRAVELTIME(MIN) = 1.69 TC(MIN) = 12.96 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.018 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7841 SUMMED AREA(ACRES) = 5.20 TOTAL RUNOFF(CFS) = 12.89 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .46 HALFSTREET FLOODWIDTH(FEET) = 19.63 FLOW VELOCITY(FEET/SEC. ) = 3.80 DEPTH*VELOCITY = 1.76 ' ###}##*#+ki#ii#*ki}*#*#!ki#}#*kf#k*+Rif##}}##**#}###*#k###f#f#*ki♦#i#*#*}*f# ' - FLOW-PROCESS-FROM-NODE --- 107_00-TO-NODE-- 107.00 IS CODE = 7 »»>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<< ' USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 12.96 RAIN INTENSITY(INCH/HOUR) = 3.02 TOTAL AREA(ACRES) 5.20 TOTAL RUNOFF(CFS) = 8.00 /rig. +R#f#♦**##i#*k*f+lf#+f##****#####**####*#####****4#####*#*kii#**#####*#*t4## FLOW PROCESS FROM NODE 1.07 TO NODE 1.07 IS CODE = 1 ----------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 12.96 ' RAINFALL INTENSITY (INCH./HOUR) = 3.02 TOTAL STREAM AREA (ACRES) = 5.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 8.00 1 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) 1 307.00 31.39 1.856 ---------------------------------------------------------------------------- 2 8.00 12.96 3.018 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 311.92 134.76 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 311.92 TIME(MINUTES) = 31 .389 ' TOTAL AREA(ACRES) 159.40 ' FLOW PROCESS FROM NODE 1 .07 TO NODE 160.00 IS CODE = 3 ---------------------------------------------------------------------------- »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< ' -->>>>>USING-COMPUTER-ESTIMATED-PIPESIZE-(NON-PRESSURE-FLOW)<<«<----------- DEPTH OF FLOW IN 75.0 INCH PIPE IS 59.2 INCHES ' PIPEFLOW VELOCITY(FEET/SEC. ) = 12.0 UPSTREAM NODE ELEVATION = 1245.90 DOWNSTREAM NODE ELEVATION = 1244.70 FLOWLENGTH(FEET) = 230.00 MANNINGS N = .013 ' ESTIMATED PIPE DIAMETER(INCH) = 75.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 311.92 TRAVEL TIME(MIN J = .32 TC(MIN. ) = 31.71 FLOW PROCESS FROM NODE .00 TO NODE 131.10 IS CODE = 2 --'--------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 650.00 UPSTREAM ELEVATION = 1325.40 ' DOWNSTREAM ELEVATION = 1316.20 0 ELEVATION DIFFERENCE = 9.20 TC = .393*( ( 650.00**3)/( 9.20) 1**.2 = 12.273 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.110 SOIL CLASSIFICATION IS "B• SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7866 SUBAREA RUNOFF(CFS) = 5.38 TOTAL AREA(ACRES) = 2.20 TOTAL RUNOFF(CFS) = 5.38 FLOW PROCESS FROM NODE 131.10 TO NODE 131.00 IS CODE = 6 >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< ' ______________________===____=__==='______=_____=__=___==_==____==_=__=_==== UPSTREAM ELEVATION = 1316.20 DOWNSTREAM ELEVATION = 1311.00 STREET LENGTH(FEET) = 450.00 CURB HEIGTH(INCHES) = 6. ' STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 ' INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 g **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 7.78 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ .43 HALFSTREET FLOODWIDTH(FEET) = 17.38 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 2.90 PRODUCT OF DEPTH&VELOCITY = 1.23 ' STREETFLOW TRAVELTIME(MIN) = 2.59 TC(MIN) = 14.86 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.799 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7774 SUBAREA AREA(ACRES) = 2.20 SUBAREA RUNOFF(CFS) = 4.79 ' SUMMED AREA(ACRES) = 4.40 TOTAL RUNOFF(CFS) = 10.17 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .45 HALFSTREET FLOODWIDTH(FEET) = 18.88 FLOW VELOCITY(FEET/SEC. ) = 3.23 DEPTH*VELOCITY = 1.46 rrrrirrr+rrrrrrrrrrf+r+rf+i#rrrrrrrriirrr*iai#+#iar##+irrr#fr+r#+ai#+#+r##+• 1FLOW PROCESS FROM NODE 131.00 TO NODE 132.00 IS CODE = 6 »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< ' UPSTREAM ELEVATION = 1311.00 DOWNSTREAM ELEVATION = 1308.00 STREET LENGTH(FEET) = 450.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .017 2 ' OUTSIDE STREET CROSSFALL(DECIMAL) _ .017 F3 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 11.04 ***STREETFLOW SPLITS OVER STREET-CROWN*** FULL DEPTH(FEET) = .47 FLOODWIDTH(FEET) = 20.00 SPLIT DEPTH(FEET) _ .32 SPLIT FLOODWIDTH(FEET) = 11.38 ' SPLIT VELOCITY(FEET/SEC. ) = 1.84 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .47 ' HALFSTREET FLOODWIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 2.50 PRODUCT OF-DEPTH&VELOCITY = 1.18 STREETFLOW TRAVELTIME(MIN) = 3.00 TC(MIN) = 17.86 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.530 SOIL CLASSIFICATION IS 'B' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7682 SUBAREA AREA(ACRES) _ .90 SUBAREA RUNOFF(CFS) = 1.75 SUMMED AREA(ACRES) = 5.30 TOTAL RUNOFF(CFS) = 11.92 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .47 HALFSTREET FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC. ) = 2.50 DEPTH*VELOCITY = 1 .18 +f+#ktt+****#ft##ii+k*f##+ik#**+k##**#*ti+f#****##+##**##+#######►##f####### FLOW PROCESS FROM NODE 132.00 TO NODE 132.00 IS CODE = 1 »>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 17.86 RAINFALL INTENSITY (INCH./HOUR) = 2.53 TOTAL STREAM AREA (ACRES) = 5.30 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 11.92 FLOW PROCESS FROM NODE ----- .00 TO NODE 132.00 IS CODE = 2 ------------------------- ------------------------------------------ >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ' ------=________________________________________________======_=_======_===== ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 950.00 UPSTREAM ELEVATION = 1316.50 1 DOWNSTREAM ELEVATION = 1308.00 ELEVATION DIFFERENCE = 8.50 TC = .393*[ ( 950.00**3)/( 8.50) 1**.2 = 15.657 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.720 ' SOIL CLASSIFICATION IS 'B' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7749 SUBAREA RUNOFF(CFS) = 12.86 TOTAL AREA(ACRES) = 6.10 TOTAL RUNOFF(CFS) = 12.86 ' --FLOW PROCESS FROM NODE 132.00 TO NODE 132.00 IS CODE = 1 -------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' --»»>AND-COMPUTE-VARIOUS-CONFLUENCED-STREAM-VALUES<<«<------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 15.66 RAINFALL INTENSITY (INCH./HOUR) = 2.72 TOTAL STREAM AREA (ACRES) = 6.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 12.86 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ---------------------------------------------------------------------------- 1 11.92 17.86 2.530 2 12.86 15.66 2.720 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 23.88 23.30 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 23.88 TIME(MINUTES) = 17.864 TOTAL AREA(ACRES) = 11.40 ' --FLOW PROCESS FROM NODE 132.00 TO NODE 130.00 IS CODE = 6 »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< ------------------------------------------------------- UPSTREAM ELEVATION = 1308.00 DOWNSTREAM ELEVATION = 1298.50 STREET LENGTH(FEET) 550.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 rSPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 25.14 ***STREETFLOW SPLITS OVER STREET-CROWN*** FULL DEPTH(FEET) _ .47 FLOODWIDTH(FEET) = 20.00 ' FULL HALF-STREET VELOCITY(FEET/SEC. ) 4.02 SPLIT DEPTH(FEET) = .44 SPLIT FLOODWIDTH(FEET) = 18.13 SPLIT VELOCITY(FEET/SEC. ) = 3.77 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ .47 HALFSTREET FLOODWIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.02 ' PRODUCT OF DEPTH&VELOCITY = 1.89 STREETFLOW TRAVELTIME(MIN) = 2.28 TC(MIN) = 20.14 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.368 SOIL CLASSIFICATION IS "B' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7620 SUBAREA AREA(ACRES) = 1.40 SUBAREA RUNOFF(CFS) = 2.53 ' SUMMED AREA(ACRES) = 12.80 TOTAL RUNOFF(CFS) = 26.40 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .47 HALFSTREET FLOODWIDTH(FEET) = 20.00 ' FLOW VELOCITY(FEET/SEC. ) = 4.02 DEPTH*VELOCITY = 1.89 ' --FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 1 ---------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 20. 14 RAINFALL INTENSITY (INCH./HOUR) = 2.37 TOTAL STREAM AREA (ACRES) = 12.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 26.40 FLOW PROCESS FROM NODE .00 TO NODE 110.00 IS CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) )**.2 INITIAL SUBAREA FLOW-LENGTH = 1000.00 UPSTREAM ELEVATION = 1325.00 y ' DOWNSTREAM ELEVATION = 1311.00 ELEVATION DIFFERENCE = 14.00 TC = .393*( ( 1000.00**3)/( 14.00) ]**.2 = 14.613 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.825 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7783 SUBAREA RUNOFF(CFS) = 8.58 ' TOTAL AREA(ACRES) = 3.90 TOTAL RUNOFF(CFS) = 8.58 ' --FLOW PROCESS FROM NODE 110.00 TO NODE 120.00 IS CODE = 6 ---------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 1317.60 DOWNSTREAM ELEVATION = 1308.00 STREET LENGTH(FEET) = 520.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 (C7 ' OUTSIDE STREET CROSSFALL(DECIMAL) = .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 12.42 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .4S ' HALFSTREET FLOODWIDTH(FEET) = 18.88 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.94 PRODUCT OF DEPTH&VELOCITY = 1.78 ' STREETFLOW TRAVELTIME(MIN) = 2.20 TC(MIN) = 16.81 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.616 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7713 SUBAREA AREA(ACRES) = 3.80 SUBAREA RUNOFF(CFS) = 7.67 SUMMED AREA(ACRES) = 7.70 TOTAL RUNOFF(CFS) = 16.24 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .47 HALFSTREET FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC. ) = 4.16 DEPTH*VELOCITY = 1 .96 FLOW PROCESS FROM NODE 120.00 TO NODE 130.00 IS CODE = 6 ------------------------------------------------------------- »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< ' UPSTREAM ELEVATION = 1309.60 DOWNSTREAM ELEVATION = 1298.50 STREET LENGTH(FEET) = 550.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 e2-1 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ***STREETFLOW SPLITS OVER STREET-CROWN*** ' FULL DEPTH(FEET) = .47 FLOODWIDTH(FEET) = 20.00 FULL HALFSTREET VELOCITY(FEET/SEC. ) = 4.35 SPLIT DEPTH(FEET) = .31 SPLIT FLOODWIDTH(FEET) = 10.63 ' SPLIT VELOCITY(FEET/SEC. ) = 3.21 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .47 HALFSTREET FLOODWIDTH(FEET) = 20.00 t AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.35 PRODUCT OF DEPTH&VELOCITY = 2.05 STREETFLOW TRAVELTIME(MIN) = 2.11 TC(MIN) = 18.92 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.451 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7653 SUBAREA AREA(ACRES) = 2.70 SUBAREA RUNOFF(CFS) = 5.06 SUMMED AREA(ACRES) = 10.40 TOTAL RUNOFF(CFS) = 21.31 END OF SUBAREA STREETFLOW HYDRAULICS: ' DEPTH(FEET) = .47 HALFSTREET FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FE£T/SEC. ) = 4.35 DEPTH*VELOCITY = 2.05 ' ##4itii****t4###tt#t####*##i##t#***##****fi+if aaak##+ff#f#*kkfaaaaa####af##aa FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< ------------------------------------- ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 18.92 RAINFALL INTENSITY (INCH./HOUR) 2.45 ' TOTAL STREAM AREA (ACRES) = 10.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 21.31 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ---------------------------------------------------------------------------- 1 26.40 20.14 2.368 2 21.31 18.92 2.451 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 46.99 46.11 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 46.99 TIME(MINUTES) = 20.143 TOTAL AREA(ACRES) = 23.20 ' +++f+t rfaa+t++tfiffaafa#k++t+a+aaaafifi+afaaaaaf++fa#a#aff##a#a+*t:+taaaaat###a FLOW PROCESS FROM NODE 130.00 TO NODE 140.00 IS CODE = 6 ' --------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< --------------------------------------------- - ' UPSTREAM ELEVATION = 1298.50 DOWNSTREAM ELEVATION = 1277.00 STREET LENGTH(FEET) = 300.00 CURB HEIGTH(INCHES) 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 nj 8 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .45 HALFSTREET FLOODWIDTH(FEET) = 18.88 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 7.63 ' PRODUCT OF DEPTH&VELOCITY = 3.44 STREETFLOW TRAVELTIME(MIN) = .66 TC(MIN) = 20.80 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.327 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7603 SUBAREA AREA(ACRES) = 1 .20 SUBAREA RUNOFF(CFS) = 2.12 SUMMED AREA(ACRES) = 24.40 TOTAL RUNOFF(CFS) = 49.11 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .45 HALFSTREET FLOODWIDTH(FEET) = 18.88 FLOW VELOCITY(FEET/SEC. ) = 7.80 DEPTH*VELOCITY = 3.52 #**#i#k*4k#*f!t##•##!!t#A!#4#!i#***t#}*##f!t#k!#tt#!##k###1k#t*#!##*t#i##}!i ' --FLOW PROCESS FROM NODE 140.00 TO NODE 140.00 IS CODE = 8 ---------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.327 q SOIL CLASSIFICATION IS "B" �� I ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7603 SUBAREA AREA(ACRES) = 8.30 SUBAREA RUNOFF(CFS) = 14.68 TOTAL AREA(ACRES) = 32.70 TOTAL RUNOFF(CFS) = 63.80 TC(MIN) = 20.80 FLOW PROCESS FROM NODE 140.00 TO NODE 150.00 IS CODE = 6 ------------------------ >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< ' UPSTREAM ELEVATION = 1277.00-Y-DOWNSTREAM ELEVATION = 1262.30 STREET LENGTH(FEET) = 300.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 tDISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 A SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 64.93 ***STREET FLOWING FULL*** STREETFLOW MODEL RESULTS: ' NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. t THAT IS, ALL FLOW ALONG THE PARKWAY, ETC. , IS NEGLECTED. STREET FLOWDEPTH(FEET) = .50 HALFSTREET FLOODWIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 7.90 PRODUCT OF DEPTH&VELOCITY = 3.95 STREETFLOW TRAVELTIME(MIN) = .63 TC(MIN) = 21.43 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2,289 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7587 SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 2.26 ' SUMMED AREA(ACRES) = 34.00 TOTAL RUNOFF(CFS) = 66.05 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .50 HALFSTREET FLOODWIDTH(FEET) = 20.00 FLOW PROCESS FROM NODE 150.00 TO NODE 160.00 IS CODE = 3 ' »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ' DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.8 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 28.2 UPSTREAM NODE ELEVATION = 1251.50 ' DOWNSTREAM NODE ELEVATION = 1244.70 FLOWLENGTH(FEET) = 50.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 66.05 TRAVEL TIME(MIN. ) _ .03 TC(MIN. ) = 21.46 FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = I ---------------------------------------------------------------------------- ' -->>>>>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCE«<<<--------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: , ' TIME OF CONCENTRATION(MINUTES) = 21.46 RAINFALL INTENSITY (INCH./HOUR) = 2.29 TOTAL STREAM AREA (ACRES) = 34.00 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 66.05 FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 7 -------------------- - »»>USER SPECIFIED HYDROLOGY INFORMATION AT NODE««< ' USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 31.71 RAIN INTENSITY(INCH/HOUR) = 1.85 TOTAL AREA(ACRES) = 159.40 TOTAL RUNOFF(CFS) = 311.92 -FLOW PROCESS FROM NODE-- 160_00-TO-NODE 160.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 31.71 RAINFALL INTENSITY (INCH./HOUR) = 1.85 TOTAL STREAM AREA (ACRES) = 159.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 311.92 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ----------------------------------------- ---------------------------------- 1 66.05 21.46 2.287 2 311.92 31.71 1.846 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: ' 277.16 365.22 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 365.22 TIME(MINUTES) = 31.710 FLOW PROCESS. FROM NODE 160.00 TO NODE 165.00 IS CODE = 3 ----------------------------------- ' »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ' DEPTH OF FLOW IN 63.0-INCH PIPE IS 51.4 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 19.3 UPSTREAM NODE ELEVATION = 1244.70 ' DOWNSTREAM NODE ELEVATION = 1243.00 FLOWLENGTH(FEET) = 100.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 63.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 365.22 TRAVEL TIME(MIN. ) _ .09 TC(MIN. ) = 31 .80 FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 1 ---------------------------------------------------------------------------- --»»>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCE««<------- -- ---------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 31.80 RAINFALL INTENSITY (INCH./HOUR) = 1.84 TOTAL STREAM AREA (ACRES) = 193.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 365.22 FLOW PROCESS FROM NODE -- _00-TO-NODE -- 165.00 IS CODE = 2 ------------------ ------------------ >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) )**.2 INITIAL SUBAREA FLOW-LENGTH = 950.00 UPSTREAM ELEVATION = 1271.00 DOWNSTREAM ELEVATION = 1260.00 ' ELEVATION DIFFERENCE = 11.00 TC = .393*[ ( 950.00**3)/( 11.00) 7**.2 = 14.870 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.798 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7774 SUBAREA RUNOFF(CFS) 7.61 TOTAL AREA(ACRES) = 3.50 TOTAL RUNOFF(CFS) = 7.61 FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 1 -------------- ------------------------------------ -------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 14.87 ' RAINFALL INTENSITY (INCH./HOUR) = 2.80 TOTAL STREAM AREA (ACRES) = 3.50 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 7.61 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) ( INCH/HOUR) 1 365.22 31 .80 1.843 ' 2 7.61 14.87 2.798 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 370.23 178.41 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 370.23 TIME(MINUTES) = 31.796 TOTAL AREA(ACRES) = 196.90 FLOW PROCESS FROM NODE .00 TO NODE 166.00 IS CODE = 2 ---------------------------------------------------------------------------- ' --»»>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS<<<<< --------------------- ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 350.00 1 UPSTREAM ELEVATION = 1284.00 DOWNSTREAM ELEVATION = 1278.00 ELEVATION DIFFERENCE = 6.00 TC = 393*( ( 350.00**3)/l 6.00) ]**.2 = 9.221 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.639 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7994 SUBAREA RUNOFF(CFS) = 3.49 ' TOTAL AREA(ACRES) = 1.20 TOTAL RUNOFF(CFS) = 3.49 FLOW PROCESS FROM NODE 166.00 TO NODE 165.00 IS CODE = 6 ---------------------------------------------------------------------------- ' »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< UPSTREAM ELEVATION = 1278.00 DOWNSTREAM ELEVATION = 1260.00 STREET LENGTH(FEET) = 900.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 *+TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 5.58 " ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .36 HALFSTREET FLOODWIDTH(FEET) = 13.63 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.28 PRODUCT OF DEPTH&VELOCITY = 1. 19 STREETFLOW TRAVELTIME(MIN) = 4.57 TC(MIN) = 13.79 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.917 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7811 ' SUBAREA AREA(ACRES) = 1.80 SUBAREA RONOFF(CFS) = 4.10 SUMMED AREA(ACRES) = 3.00 TOTAL RUNOFF(CFS) = 7.59 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .39 HALFSTREET FLOODWIDTH(FEET) = 15.13 ' FLOW VELOCITY(FEET/SEC. ) = 3.67 DEPTH*VELOCITY = 1.43 FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 1 »>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 13.79 RAINFALL INTENSITY (INCH./HOUR) = 2.92 TOTAL STREAM AREA (ACRES) = 3.00 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 7.59 FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 7 ---------------------------------------------------------------------------- ' »»>USER SPECIFIED HYDROLOGY INFORMATION AT NODE««< USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 12.96 RAIN INTENSITY(INCH/HOUR) = 3.02 tTOTAL AREA(ACRES) _ .00 TOTAL RUNOFF(CFS) = 4.90 �LowPiy �2GN/ C. J. N� 3 FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 1 --------------------------------------------------------------------------- ' -->>>>>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCEES<<<--------------------- »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 12.96 RAINFALL INTENSITY (INCH./HOUR) = 3.02 TOTAL STREAM AREA (ACRES) _ .00 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE 4.90 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' NUMBER (CFS) (MIN. ) (INCH/HOUR) -------------------------------------------------------------------- 1 7.59 13.79 2.917 2 4.90 12.96 3.018 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 12.33 12.03 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 12.33 TIME(MINUTES) = 13.791 TOTAL AREA(ACRES) = 3.00 +*iii#**}iii#*}ki}}*4t*#+t###tf+*#iii#**ft+++:t•+**#i#*##+#+*#i#4+44##i44### FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 1 ---------------------------------------------------------------------------- ' -->>>>>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCE««<--------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: ' TIME OF CONCENTRATION(MINUTES) = 13.79 RAINFALL INTENSITY (INCH./HOUR) = 2.92 TOTAL STREAM AREA (ACRES) = 3.00 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 12.33 ' -FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 7 --------------------------------- >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE <<<< USER-SPECIFIED VALUES ARE AS FOLLOWS: ' TC(MIN) = 31.80 RAIN INTENSITY( INCH/HOUR) = 1.84 TOTAL AREA(ACRES) = 196.90 TOTAL RUNOFF(CFS) = 370.23 ' #araa#«t#ia*t#ia*tr#a*}««a#a«#}ata##}a#:«tr}«+#i««rr#}«a#}#ra}wr•}*««tit#ar« FLOW PROCESS FROM_NODE 65.00 TO NODE 165.00 IS CODE = 1 ---------------------------------------------------------------------------- ' >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 31.80 RAINFALL INTENSITY (INCH. /HOUR) = 1 .84 ' TOTAL STREAM AREA (ACRES) = 196.90 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 370.23 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) ( INCH/HOUR) ---------------------------------------------------------------------------- ' 1 12.33 13.79 2.917 2 370.23 31.80 1.843 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 172.89 378.02 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 378.02 TIME(MINUTES) = 31 .800 TOTAL AREA(ACRES) = 199.90 FLOW PROCESS FROM NODE 165.00 TO NODE 170.00 IS CODE = 3 ------------------P---------------------------------------------------------- »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< DEPTH OF FLOW IN 60.0 INCH PIPE IS 44.9 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 24.0 UPSTREAM NODE ELEVATION = 1243.00 DOWNSTREAM NODE ELEVATION = 1227.40 FLOWLENGTH(FEET) = 550.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER( INCH) = 60.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 378.02 TRAVEL TIME(MIN. ) _ .38 TC(MIN. ) = 32.18 FLOW PROCESS FROM NODE 165.00 TO NODE 170.00 IS CODE = 8 ---------------------------------------------------------------------------- ' --»»>ADDITION-OF-SUBAREA-TO-MAINLINE-PEAK-FLOW<<«<--------- - - --- 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.831 SOIL CLASSIFICATION IS *B' A, SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7362 SUBAREA AREA(ACRES) = 5.10 SUBAREA RUNOFF(CFS) = 6.87 ' TOTAL AREA(ACRES) = 205.00 TOTAL RUNOFFICFS) = 384.89 TC(MIN) = 32.18 ' k«t#a#* **a**r*ait}#iii}tri}#**rt*a*# FLOW PROCESS FROM NODE 170.00 TO NODE 170.00 IS CODE = 1 ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 32.18 RAINFALL INTENSITY (INCH./HOUR) = 1.83 TOTAL STREAM AREA (ACRES) = 205.00 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 384.89 FLOW PROCESS FROM NODE .00 TO NODE 172.00 IS CODE = 2 ---------------------------------------------------------------------------- ' >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH­ 1000.00 UPSTREAM ELEVATION = 1278.90 DOWNSTREAM ELEVATION = 1264.00 ELEVATION DIFFERENCE = 14.90 TC = .393*[ ( 1000.00**3)/( 14.90) ]**.2 = 14.432 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.845 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7789 SUBAREA RUNOFF(CFS) = 6.65 ' TOTAL AREA(ACRES) = 3.00 TOTAL RUNOFF(CFS) = 6.65 FLOW PROCESS FROM NO 172.00 TO NODE 171.00 IS CODE = 6 ---------------------------------------------------------------------------- --»»>COMPUTE-STREETFLOW-TRAVELTIME-THRU-SUBAREA<<«<---------------------- UPSTREAM ELEVATION = 1258.00 DOWNSTREAM ELEVATION = 1246.80 STREET LENGTH(FEET) = 700.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 ' OUTSIDE STREET CROSSFALL(DECIMAL) = .020 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 11.96 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ .38 HALFSTREET FLOODWIDTH(FEET) = 12.88 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.37 ' PRODUCT OF DEPTH&VELOCITY = 1.29 STREETFLOW TRAVELTIME(MIN) = 3.47 TC(MIN) = 17.90 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.527 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7681 SUBAREA AREA(ACRES) = 5.50 SUBAREA RUNOFF(CFS) = 10.68 ' SUMMED AREA(ACRES) = 8.50 TOTAL RUNOFF(CFS) = 17.32 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .43 HALFSTREET FLOODWIDTH(FEET) = 15.12 ' FLOW VELOCITY(FEET/SEC. ) = 3.60 DEPTH*VELOCITY = 1.54 *t}i+ia*#*}#rti ari+4ttt+a##+a+#r#atia+#+t•##i++i+ttt+#k##***#+##***+r**+ra## ' FLOW PROCESS FROM NODE 171 .00 TO NODE 170.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 1246.80 DOWNSTREAM ELEVATION = 1243.00 ' STREET LENGTH(FEET) = 520.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 ��� **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 20.14 ' STREETFLOW MODEL RESULTS: NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW 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 FLOWDEPTH(FEET) _ .50 HALFSTREET FLOODWIDTH(FEET) = 18.88 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 2.74 PRODUCT OF DEPTH&VELOCITY = 1.38 STREETFLOW TRAVELTIME(MIN) = 3.17 TC(MIN) = 21.06 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.311 SOIL CLASSIFICATION IS "8" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7596 ' SUBAREA AREA(ACRES) 3.20 SUBAREA RUNOFF(CFS) = 5.62 SUMMED AREA(ACRES) = 11 .70 TOTAL RUNOFF(CFS) = 22.94 END OF SUBAREA STREETFLOW HYDRAULICS: ' DEPTH(FEET) _ .52 HALFSTREET FLOODWIDTH(FEET) = 19.63 FLOW VELOCITY(FEET/SEC. ) = 2.89 DEPTH*VELOCITY = 1 .50 ' *k#t#*##*+iii*##ti#}##+f#}*A+♦i*###ii}**if##**i###**4*##k#fi#}##Ai}#tAf#t#i# FLOW PROCESS FROM NODE 170.00 TO NODE 170.00 IS CODE = 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 21.06 RAINFALL INTENSITY (INCH./HOUR) = 2.31 TOTAL STREAM AREA (ACRES) = 11.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 22.94 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) ( INCH/HOUR) ---------------------------------------------------------------------------- ' 1 384.89 32.18 1.831 2 22.94 21 .06 2.311 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 403.07 274.87 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 403.07 TIME(MINUTES) = 32.182 TOTAL AREA(ACRES) = 216.70 FLOW PROCESS FROM NODE 170.00 TO NODE 180.00 IS CODE = 3 ------------------------------------------------------------------------- »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< DEPTH OF FLOW IN 69.0 INCH PIPE IS 53.0 INCHES ' PIPEFLOW VELOCITY(FEET/SEC. ) = 18.8 UPSTREAM NODE ELEVATION = 1227.40 DOWNSTREAM NODE ELEVATION = 1220.50 ' FLOWLENGTHCFEET) = 480.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 69.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 403.07 TRAVEL TIME(MIN. ) _ .42 TC(MIN. ) = 32.61 ' FLOWPROCESSFROMNODE---180_ - 00TO NODE 180.00 IS CODE -- - - - = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 32.61 RAINFALL INTENSITY (INCH./HOUR) = 1 .82 ' TOTAL STREAM AREA (ACRES) = 216.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 403.07 ' #*++#**f+*#k*#4*#i+#t4#+#t##tAA*♦+t*##a{**iii4*a{+**{{#AAAA#AA+iA##A#***#+#{ FLOW PROCESS FROM NODE .00 TO NODE 180.00 IS CODE = 2 ---------------------------------------------------------------------------- ' >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< --------------------- ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 700.00 ' UPSTREAM ELEVATION = 1256.60 DOWNSTREAM ELEVATION = 1238.00 ELEVATION DIFFERENCE = 18.60 TC = .393*[ ( 700.00**3) /( 18.60) ]** .2 = 11.146 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.279 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7910 ' SUBAREA RUNOFF(CFS) = 10.11 TOTAL AREA(ACRES) = 3.90 TOTAL RUNOFF(CFS) = 10.11 FLOW PROCESS FROM NODE 180.00 T4 NODE 180.00 IS CODE = 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED-FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 11. 15 RAINFALL INTENSITY (INCH./HOUR) = 3.28 TOTAL STREAM AREA (ACRES) = 3.90 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 10.11 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) ( INCH/HOUR) ---------------------------------------------------------------------------- ' 1 403.07 32.61 1.818 2 10.11 11.15 3.279 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 408.67 147.89 RUNOFF(CFS) = 408.67 TIME(MINUTES) = 32.607 ' TOTAL AREA(ACRES) = 220.60 ' #######*A###kffti#k*4t##tttt*i**#**At4iiiti*##**#++a#i#kkkkf•#aAif ak######a# FLOW PROCESS FROM NODE 180.00 TO NODE 200.00 IS CODE = 3 ------------------------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 78.0 INCH PIPE IS 63.1 INCHES ' PIPEFLOW VELOCITY(FEET/SEC. ) = 14.2 UPSTREAM NODE ELEVATION = 1220.40 DOWNSTREAM NODE ELEVATION = 1219.50 ' FLOWLENGTH(FEET) = 130.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 408.67 TRAVEL TIME(MIN. ) _ .15 TC(MIN. ) = 32.76 FLOWPROCESS200.00 TO NODE 200.00 IS CODE -- - = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 32.76 RAINFALL INTENSITY (INCH./HOUR) = 1.81 ' TOTAL STREAM AREA (ACRES) = 220.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 408.67 ' k*k+t#atakaka#i#kiktaa#aak#ta4ia#*##iii#*4t#f#k*##+t#k#t**t##tAt♦##k##**aak# FLOW PROCESS FROM NODE 00 TO NODE 200.00 IS CODE = 2 ---------------------------------------------------------------------------- ' »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< --------------------- ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 q INITIAL SUBAREA FLOW-LENGTH = 1000.00 UPSTREAM ELEVATION = 1244.00 DOWNSTREAM ELEVATION = 1236.20 ELEVATION DIFFERENCE = 7.80 TC = .393*[ ( 1000.00**3)/( 7.80) 3**.2 = 16.426 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.649 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7725 ' SUBAREA RUNOFF(CFS) = 5.73 TOTAL AREA(ACRES) = 2.80 TOTAL RUNOFF(CFS) = 5.73 FLOW PROCESS FROM NODE 200.00 TO NODE 200.00 IS CODE = 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 16.43 RAINFALL INTENSITY (INCH./HOUR) = 2.65 TOTAL STREAM AREA (ACRES) = 2.80 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 5.73 CONFLUENCE INFORMATION: NUMBER (CFS) (MIN. ) (INCH/HOUR) 1 408.67 32.76 1.813 2 5.73 16.43 2.649 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) -USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: ' 412.60 210.65 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 412.60 TIME(MINUTES) = 32.759 TOTAL AREA(ACRES) = 223.40 --FLOW PROCESS FROM NODE 200.00 TO NODE 210.00 IS CODE = 3 ---------------------------------------------------------------------- »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< ' -->>>>>USING-COMPUTER-ESTIMATED-PIPESIZE-(NON-PRESSURE-FLOW)<<<<< -------- DEPTH OF FLOW IN 66.0 INCH PIPE IS 49.7 INCHES ' PIPEFLOW VELOCITY(FEET/SEC. ) = 21 .5 UPSTREAM NODE ELEVATION = 1219.50 DOWNSTREAM NODE ELEVATION = 1219.00 FLOWLENGTH(FEET) = 25.00 MANNINGS N .013 ' ESTIMATED PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 412.60 TRAVEL TIME(MIN. ) _ .02 TC(MIN. ) = 32.78 END OF RATIONAL METHOD ANALYSIS 1 1 1 ' RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL ' (c) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 4.OA Release Date: 7/20/88 Serial # 2649 ' Analysis prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES 28765 SINGLE OAKS DRIVE, SUITE 250 ' RANCHO CALIFORNIA, CA 92390 DESCRIPTION OF STUDY #*r}ttRfr#+f R}+tt*Raa+}a}f * TR. 22916 # * 10 YR. HYDROLOGY f ' * TRIB. TO LINE 'A' *+#}ff*#+f}*}*#}f+tt*Rt+ttt*+#tt*#a+tt##**♦#it+#}tat###ia####+44#f4f+t#+#+ FILE NAME: B:T91610B.DAT ' TIME/DATE OF STUDY: 17: 1 3/20/1990 -- ----------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE( INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = .90 ' 10-YEAR STORM 10-MINUTE INTENSITY( INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY( INCH/HOUR) = .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.480 ' 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.300 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5495536 ' COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 1-HOUR INT£NSITY(INCH/HOUR) _ .8888 SLOPE OF INTENSITY DURATION CURVE = .5506 ' RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED FLOW PROCESS FROM NODE .00 TO NODE 1.06 IS CODE = 2 ' -->>>>>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS««<-------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*( (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 600.00 UPSTREAM ELEVATION = 1295.80 ' DOWNSTREAM ELEVATION = 1269.50 ELEVATION DIFFERENCE = 26.30 TC = .393*[ ( 800.00**3) /( 26.30) ]**.2 = 11 .267 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.232 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7563 S(iRARRA RUNOFF(CFS) = 4.73 ' ######ra*#*k#kk4#•a**###kki#*##***ia#kk#a*k##a*+#ra**###aa#*#ka**#aaaai##*4a FLOW PROCESS FROM NODE 1.06 TO NODE 1.07 IS CODE = 6 ' - »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< ' UPSTREAM ELEVATION = 1269.50 DOWNSTREAM ELEVATION = 1264.00 STREET LENGTH(FEET) = 350.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .017 OUTSIDE STREET CROSSFALL(DECIMAL) _ .017 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 6.57 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .39 HALFSTREET FLOODWIDTH(FEET) = 15.13 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.18 PRODUCT OF DEPTH&VELOCITY = 1.23 STREETFLOW TRAVELTIME(MIN) = 1.83 TC(MIN) = 13.10 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.054 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7480 ' SUBAREA AREA(ACRES) = 2.40 SUBAREA RUNOFF(CFS) = 3.69 SUMMED AREA(ACRES) = 5.20 TOTAL RUNOFF(CFS) = 8.41 END OF SUBAREA STREETFLOW HYDRAULICS: ' DEPTH(FEET) = .41 HALFSTREET FLOODWIDTH(FEET) = 16.63 FLOW VELOCITY(FEET/SEC. ) = 3.41 DEPTH*VELOCITY = 1 .41 ' #**++++*+x**+***#a**##ia+k*#ii*a+#a:aa##aaa*#ra*a*kar#a*k#ai**:+#aa*##r#k**♦ FLOW PROCESS FROM NODE .00 TO NODE 131.10 IS CODE = 2 ------------------------------------------------------'--------------------- ' »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< -------------------------- ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K* [ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 O INITIAL SUBAREA FLOW-LENGTH = 650.00 UPSTREAM ELEVATION = 1325.40 DOWNSTREAM ELEVATION = 1316.20 ELEVATION DIFFERENCE = 9.20 TC = .393+( ( 650.00**3)1( 9.20) ]** .2 = 12.273 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.129 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7516 SUBAREA RUNOFF(CFS) = 3.52 TOTAL AREA(ACRES) = 2.20 TOTAL RUNOFF(CFS) = 3.52 FLOW PROCESS FROM NODE 131 .10 TO NODE 131.00 IS CODE = 6 ---------------------------------------------------------------------------- ' »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 1316.20 DOWNSTREAM ELEVATION = 1311.00. STREET LENGTH(FEET) = 450.00 CURB HEIGTH(INCHES) = 6. ' STREET HALFWIDTH(FEET) = 20.00 g- 1 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 5.08 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .38 HALFSTREET FLOODWIDTH(FEET) = 14.38 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 2.70 PRODUCT OF DEPTH&VELOCITY = 1.01 STREETFLOW TRAVELTIME(MIN) = 2.77 TC(MIN) = 15.05 1 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.903 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7403 SUBAREA AREA(ACRES) = 2.20 SUBAREA RUNOFF(CFS) = 3. 10 SUMMED AREA(ACRES) = 4.40 TOTAL RUNOFF(CFS) = 6.62 END OF SUBAREA STREETFLOW HYDRAULICS: ' DEPTH(FEET) = .40 HALFSTREET FLOODWIDTH(FEET) = 15.88 FLOW VELOCITY(FEET/SEC. ) = 2.92 DEPTH*VELOCITY = 1.17 FLOW PROCESS FROM NODE 131.00 TO NODE 132.00 IS CODE = 6 --------------------------------------------------------------------------- ' >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< UPSTREAM ELEVATION = 1311.00 DOWNSTREAM ELEVATION = 1308.00 ' STREET LENGTH(FEET) = 450.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 2 tSPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 7.18 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .44 HALFSTREET FLOODWIDTH(FEET) = 18.13 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 2.46 PRODUCT OF DEPTH&VELOCITY = 1.08 STREETFLOW TRAVELTIME(MIN) = 3.04 TC(MIN) = 18.09 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.720 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7297 ' SUBAREA AREA(ACRES) _ .90 SUBAREA RUNOFF(CFS) = 1.13 SUMMED AREA(ACRES) = 5.30 TOTAL RUNOFF(CFS) = 7.75 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .45 HALFSTREET FLOODWIDTH(FEET) = 18.88 FLOW VELOCITY(FEET/SEC. ) = 2.46 DEPTH*VELOCITY FLOW PROCESS FROM NODE 132.00 TO NODE 132.00 IS CODE = 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 18.09 ' RAINFALL INTENSITY (INCH./HOUR) = 1.72 TOTAL STREAM AREA (ACRES) = 5.30 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 7.75 ' #ki**iRR*##*Rai#k#t#4RR#Rk#4tfw t++atwtf#44Rfta+tf4wwkttRkw wakafwaaf lftt+ir#t FLOW PROCESS FROM NODE .00 TO NODE 132.00 IS CODE = 2 -------------------------------7-------------------------------------------- ' >>>>>RATIONAL-METHOD INITIAL SUBAREA ANALYSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]** .2 INITIAL SUBAREA FLOW-LENGTH = 950.00 UPSTREAM ELEVATION = 1316.50 2J ' DOWNSTREAM ELEVATION = 1308.00 ELEVATION DIFFERENCE = 8.50 TC = .393*( ( 950.00**3)/( 8.50) 3**.2 = 15.657 ' 10.00 YEAR RAINFALL INTENSITY( INCH/HOUR) = 1.862 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7380 SUBAREA RUNOFF(CFS) = 8.38 ' TOTAL AREA(ACRES) = 6.10 TOTAL RUNOFF(CFS) = 8.38 ' ♦+wrwar+f rRwaaar#r*aaraw4faraf rwtrr+rwa rrarraRatrwaf rarra♦*ar+ww*aaaw#Rrraar FLOW PROCESS FROM NODE 132.00 TO NODE 132.00 IS CODE = I ---------------------------------------------------------------------------- ' -->>>>>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCEES<<<--------------------- »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 15.66 RAINFALL INTENSITY (INCH./HOUR) = 1.86 TOTAL STREAM AREA (ACRES) = 6.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE _' 8.38 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ---------------------------------------------------------------------------- 1 7.75 18.09 1.720 ' 2 8.38 15.66 1.862 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 15.49 15.09 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 15.49 TIME(MINUTES) = 18.089 TOTAL AREA(ACRES) = 11.40 ' aaaaaaraaaaaaaraa#aaaaaaraaRR4RRRR*+RRRBBB*RRR*#R#**+rRRRR+#RRRRRt RR+#RRRRtR FLOW PROCESS FROM NODE 132.00 TO NODE 130.00 IS CODE = 6 ---------------------------------------------------------------------------- - >>>>>COMPUTE-STREETFLOW TRAVELTIME-THRU-SUBAREA««<---- - ------------------------------- UPSTREAM ELEVATION = 1308.00 DOWNSTREAM ELEVATION = 1298.50 ' STREET LENGTH(FEET) = 550.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 64 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 16.31 FULL DEPTH(FEET) = .47 FLOODWIDTH(FEET) = 20.00 ' FULL HALF-STREET VELOCITY(FEET/SEC. ) = 4.02 SPLIT DEPTH(FEET) = .29 SPLIT FLOODWIDTH(FEET) = 9. 13 SPLIT VELOCITY(FEET/SEC. ) = 2.59 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) = .47 HALFSTREET FLOODWIDTH(FEET) = 20.00 t AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.02 PRODUCT OF DEPTH&VELOCITY = 1.89 STREETFLOW TRAVELTIME(MIN) = 2.26 TC(MIN) = 20.37 ' 10.00 YEAR RAINFALL INTENSITY( INCH/HOUR) = 1.611 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7227 ' SUBAREA AREA(ACRES) = 1.40 SUBAREA RUNOFF(CFS) = 1.63 SUMMED AREA(ACRES) = 12.80 TOTAL RUNOFF(CFS) = 17.12 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .47 HALFSTREET FLOODWIDTH(FEET) = 20.00 ' FLOW VELOCITY(FEET/SEC. ) = 4.02 DEPTH*VELOCITY = 1.89 ' ###***k##}tk*##1tk#!f♦ki}#ff##}####k*##t4k*##**k4#}tk#*##iii}*t}ff#**}k#Rf** FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE _ 1 ---------------------------------------------------------------------------- ' -->>>>>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCE<<<<< ------------------ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 20.37 ' RAINFALL INTENSITY (INCH./HOUR) = 1.61 TOTAL STREAM AREA (ACRES) = 12.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 17.12 ' }**#f#f#k*#f4###fR#ki*f**#i}**##4t####f}#}*#4}###f•#4#kk*##4**f 4it}f4f•##t*f ' - FLOWPROCESSFROM NODE --_00-TO-NODE 110.00 IS CODE = 2 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*( (LENGTH**3)/(ELEVATION CHANGE) ]**.2 ' INITIAL SUBAREA FLOW-LENGTH = 1000.00 UPSTREAM ELEVATION = 1325.00 DOWNSTREAM ELEVATION = 1311.00 ELEVATION DIFFERENCE = 14.00 ' TC = .393*( ( 1000.00**3)/( 14.00) ]**.2 = 14.613 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.934 SOIL CLASSIFICATION IS `B• ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7419 SUBAREA RUNOFF(CFS) = 5.60 TOTAL AREA(ACRES) = 3.90 TOTAL RUNOFF(CFS) = 5.60 FLOW PROCESS FROM NODE 110.00 TO NODE 120.00 IS CODE = 6 »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< ' UPSTREAM ELEVATION = 1317.60 DOWNSTREAM ELEVATION = 1308.00 STREET LENGTH(FEET) = 520.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 8.08 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ .40 HALFSTREET FLOODWIDTH(FEET) = 15.88 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.57 PRODUCT OF DEPTH&VELOCITY = 1.43 ' STREETFLOW TRAVELTIME(MIN) = 2.43 TC(MIN) = 17.04 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.777 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7331 SUBAREA AREA(ACRES) = 3.80 SUBAREA RUNOFF(CFS) = 4.95 ' SUMMED AREA(ACRES) = 7.70 TOTAL RUNOFF(CFS) = 10.55 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .43 HALFSTREET FLOODWIDTH(FEET) = 17.38 FLOW VELOCITY(FEET/SEC.) = 3.92 DEPTH*VELOCITY = 1.67 1 #}iff#4i#f4}##}f#f#44###A#####f#AA##4k4Ak♦###Aki#}#ff##}#f A#}#i ifA##ifk#i### ' FLOWPROCESSFROM- --NODE120.00 TO NODE 130.00 IS CODE = 6 -- - - »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< ' UPSTREAM ELEVATION = 1309.60 DOWNSTREAM ELEVATION = 1298.50 STREET LENGTH(FEET) = 550.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 ' OUTSIDE STREET CROSSFALL(DECIMAL) = .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 12.18 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .44 ' HALFSTREET FLOODWIDTH(FEET) = 18.13 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.18 PRODUCT OF DEPTH&VELOCITY = 1.83 ' STREETFLOW TRAVELTIME(MIN) = 2.19 TC(MIN) = 19.23 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.663 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7261 SUBAREA AREA(ACRES) = 2.70 SUBAREA RUNOFF(CFS) = 3.26 SUMMED AREA(ACRES) = 10.40 TOTAL RUNOFF(CFS) = 13.81 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .45 HALFSTREET FLOODWIDTH(FEET) = 18.88 FLOW VELOCITY(F£ET/SEC. ) = 4.38 DEPTH*VELOCITY = 1.98 FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 1 »>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 19.23 RAINFALL INTENSITY (INCH./HOUR) = 1.66 TOTAL STREAM AREA (ACRES) = 10.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 13.81 STREAM RUNOFF TIME INTENSITY - NUMBER (CFS) (MIN. ) (INCH/HOUR) -------------------------------------------------------------------- 1 17.12 20.37 1.611 ' 2 13.81 19.23 1.663 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. ' VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 30.50 29.98 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 30.50 TIME(MINUTES) = 20.368 TOTAL AREA(ACRES) = 23.20 ' ++aawtaaa+++a+rwttaaaraarrtwtt+tiara wt twaaartwt+awaaarr+wwwaaaaarrwawwr+wrww FLOW PROCESS FROM NODE 130.00 TO NODE 140.00 IS CODE = 6 ---------------------------------------------------------------------------- ' --»»>COMPUTE-STREETFLOW-TRAVELTIME-THRU-SUBAREA<<<<< ------------------- UPSTREAM ELEVATION = 1298.50 DOWNSTREAM ELEVATION = 1277.00 ' STREET LENGTH(FEET) = 300.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 gA& **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 31.19 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .40 HALFSTREET FLOODWIDTH(FEET) = 15.88 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 6.89 ' PRODUCT OF DEPTH&VELOCITY = 2.76 STREETFLOW TRAVELTIME(MIN) _ .73 TC(MIN) = 21.09 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.580 SOIL CLASSIFICATION IS °B• SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7206 ' SUBAREA AREA(ACRES) = 1.20 SUBAREA RUNOFF(CFS) = 1.37 SUMMED AREA(ACRES) = 24.40 TOTAL RUNOFF(CFS) = 31.87 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .40 HALFSTREET FLOODWIDTH(FEET) = 15.88 ' FLOW VELOCITY(FEET/SEC. ) = 7.04 DEPTH*VELOCITY = 2.82 ' as+aa+r+ratwwttwtawa+wr+attar+waarraa:war+tar•arrttwwtaarrtttttaaaaaraarwtar FLOW PROCESS FROM NODE 140.00 TO NODE 140.00 IS CODE = 8 ---------------------------------------------------------------------------- ' --»»>ADDITION-OF-SUBAREA-TO-MAINLINE-PEAK-FLOW««<----------------------- 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.580 SOIL CLASSIFICATION IS •B• ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7206 SUBAREA AREA(ACRES) = 8.30 SUBAREA RUNOFF(CFS) = 9.45 TOTAL AREA(ACRES) = 32.70 TOTAL RUNOFF(CFS) = 41.32 ' TC(MIN) = 21.09 aaarwwa++a++r+rraww+:araaararwwww w:aa+rrrrrwwwara+awrwwwaaara+rrwwwwwaaaaaar ' --FLOW PROCESS FROM NODE 140.00 TO NODE 150.00 IS CODE = 6 -------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA«<<< UPSTREAM ELEVATION = 1277.00 DOWNSTREAM ELEVATION = 1262.3U ' STREET LENGTH(FEET) = 300.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 42.05 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .45 HALFSTREET FLOODWIDTH(FEET) = 18.88 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 6.67 PRODUCT OF DEPTH&VELOCITY = 3.01 STREETFLOW TRAVELTIME(MIN) _ .75 TC(MIN) = 21.84 ' 10.00 YEAR RAINFALL INTENSITY( INCH/HOUR) = 1.550 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7185 ' SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 1.45 SUMMED AREA(ACRES) = 34.00 TOTAL RUNOFF(CFS) = 42.77 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .45 HALFSTREET FLOODWIDTH(FEET) = 18.88 ' FLOW VELOCITY(FEET/SEC. ) = 6.79 DEPTH*VELOCITY = 3.07 FLOW PROCESS FROM NODE .00 TO NODE 165.00 IS CODE = 2 ---------------------------------------------------------------------------- ' -->>>>>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS<<<<< --------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 950.00 UPSTREAM ELEVATION = 1271.00 DOWNSTREAM ELEVATION = 1260.00 ELEVATION DIFFERENCE = 11.00 TC = .393*[ ( 950.00**3)/( 11.00) 3**.2 = 14.870 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.916 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7409 SUBAREA RUNOFF(CFS) = 4.97 ' TOTAL AREA(ACRES) = 3.50 TOTAL RUNOFF(CFS) = 4.97 FLOW PROCESS FROM NODE 00 TO NODE 166.00 IS CODE = 2 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ' =========____________________________'____________'__________=______________ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 350.00 UPSTREAM ELEVATION = 1284.00 ' DOWNSTREAM ELEVATION = 1278.00 ELEVATION DIFFERENCE = 6.00 TC = .393*1 ( 350.00**3)/( 6.00) ]**.2 = 9.221 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.492 ' SOIL CLASSIFICATION IS " " SINGLE-FAMILY(1/4 ACRE LOBT) RUNOFF COEFFICIENT = .7668 SUBAREA RUNOFF(CFS) = 2.29 ----- ---- ------ - . -- ..,....... .,.,.,..,v,-,nce, _ o oe FLOW PROCESS FROM NODE 166.00 TO NODE 165.00 IS CODE 6 ---------------------------------------------------------------------------- --»»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< --------------------------------------------------------------- UPSTREAM ELEVATION = 1278.00 DOWNSTREAM ELEVATION = 1260.00 ' STREET LENGTH(FEET) = 900.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 3.63 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .32 HALFSTREET FLOODWIDTH(FEET) = 11.38 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 2.97 PRODUCT OF DEPTH&VELOCITY = .96 STREETFLOW TRAVELTIME(MIN) = 5.04 TC(MIN) = 14.26 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.960 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(114 ACRE LOT) RUNOFF COEFFICIENT = .7433 SUBAREA AREA(ACRES) = 1.80 SUBAREA RUNOFF(CFS) = 2.62 SUMMED AREA(ACRES) = 3.00 TOTAL RUNOFF(CFS) = 4.92 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .35 HALFSTREET FLOODWIDTH(FEET) = 12.88 ' FLOW VELOCITY(FEET/SEC. ) = 3.21 DEPTH*VELOCITY = 1.12 FLOW PROCESS FROM NODE 00 TO NODE 172.00 IS CODE = 2 ---------------------------------------------------------------------------- ' -->>>>>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS<<<<<------------------------ ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY 11/4 ACRE) TC = K*( (LENGTH**3)/(ELEVATION CHANGE) )**.2 G5 INITIAL SUBAREA FLOW-LENGTH = 1000.00 (��1 UPSTREAM ELEVATION = 1278.90 ' DOWNSTREAM ELEVATION = 1264.00 ELEVATION DIFFERENCE = 14.90 TC = .393*( ( 1000.00**3)/( 14.90) ]**.2 = 14.432 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.948 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7426 SUBAREA RUNOFF(CFS) = 4.34 ' TOTAL AREA(ACRES) = 3.00 TOTAL RUNOFF(CFS) = 4.34 FLOW PROCESS FROM NODE 172.00 TO NODE 171.00 IS CODE = 6 ---------------------------------------------------------------------------- ' --»»>COMPUTE-STREETFLOW-TRAVELTIME-THRU-SUBAREA<<<<< ------------------- UPSTREAM ELEVATION = 1258.00 DOWNSTREAM ELEVATION = 1246.80 STREET LENGTH(FEET) = 700.00 CURB HEIGTH(INCHES) = 6. ' STREET HALFWIDTH(FEET) = 20.00 �!p DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 7.75 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .34 1 HALFSTREET FLOODWIDTH(FEET) = 10.63 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.11 PRODUCT OF DEPTH&VELOCITY = 1.05 STREETFLOW TRAVELTIME(MIN) = 3.75 TC(MIN) = 18.18 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.715 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7294 SUBAREA AREA(ACRES) = 5.50 SUBAREA RUNOFF(CFS) = 6.88 SUMMED AREA(ACRES) = 8.50 TOTAL RUNOFF(CFS) = 11.22 END OF SUBAREA STREETFLOW HYDRAULICS: ' DEPTH(FEET) = .38 HALFSTREET FLOODWIDTH(FEET) = 12.88 FLOW VELOCITY(FEET/SEC. ) = 3.16 DEPTH*VELOCITY = 1.21 FLOW PROCESS FROM NODE 171.00 TO NODE 170.00 IS CODE = 6 ---------------------------------------------------------------------------- ' >>>>>COMPUTE-STREETFLOW TRAVELTIME THRU SUBAREA««< ----------------------------------------------------------- UPSTREAM ELEVATION = 1246.80 DOWNSTREAM ELEVATION = 1243.00 STREET LENGTH(FEET) = 520.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) 13.01 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .44 HALFSTREET FLOODWIDTH(FEET) = 15.88 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 2.47 PRODUCT OF DEPTH&VELOCITY = 1.09 STREETFLOW TRAVELTIME(MIN) = 3.51 TC(MIN) = 21.70 ' 10.00 YEAR RAINFALL INT£NSITY(INCH/HOUR) = 1.556 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7189 ' SUBAREA AREA(ACRES) = 3.20 SUBAREA RUNOFF(CFS) = 3.58 SUMMED AREA(ACRES) = 11.70 TOTAL RUNOFF(CFS) = 14.80 END OF SUBAREA STREETFLOW HYDRAULICS: ' DEPTH(FEET) = 46 HALFSTREET FLOODWIDTH(FEET) = 16.63 FLOW VELOCITY(FEET/SEC. ) = 2.57 DEPTH*VELOCITY = 1.18 ' *k+r#+}*k**#+##k#*#ik*####*k*#4#Mr#**+++#*#**torr♦*#+++#*+i#t##+}}**#t*#}*#} FLOW PROCESS FROM NO 00 TO NODE 180.00 IS CODE = 2 ---------------------------------------------------------------------------- ' »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*C (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 700.00 UPSTREAM ELEVATION = 1256.60 ELEVATION DIFFERENCE = 18.110 ' TC = .393*1 ( 700.00**3)/( 18.60) 7**.2 = 11.146 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.245 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7568 SUBAREA RUNOFF(CFS) = 6.63 TOTAL AREA(ACRES) = 3.90 TOTAL RUNOFF(CFS) = 6.63 FLOW PROCESS FROM NODE .00 TO NODE 200.00 IS CODE = 2 ------------------------------------------------------------------------ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ASSUMED INITIAL INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) )**.2 n INITIAL SUBAREA FLOW-LENGTH = 1000.00 ' UPSTREAM ELEVATION = 1244.00 DOWNSTREAM ELEVATION = 1236.20 ELEVATION DIFFERENCE = 7.80 ' TC = .393*1 ( 1000.00**3)/( 7.80) ]**.2 = 16.426 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.814 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7352 ' SUBAREA RUNOFF(CFS) = 3.73 TOTAL AREA(ACRES) = 2.80 TOTAL RUNOFF(CFS) = 3.73 --------------------------- ' END OF RATIONAL METHOD ANALYSIS 1 1 TION4###ffifif}f#}}*#}#}f#}}#}#i##i}#+iff#ffif#if ifff}♦ffif######*# RAAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL t (c) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 4.OA Release Date: 7/20/88 Serial 4 2649 ' Analysis prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES 28765 SINGLE OAKS DRIVE, SUITE 250 ' RANCHO CALIFORNIA, CA 92390 DESCRIPTION OF STUDY **********rff*f}ff of##*##f * TR. 22916 * 100 YR. HYDROLOGY # ' * TRIB. TO LINE 'B' } FILE NAME: B:T916100D.DAT ' - TIME/DATE OF STUDY: 17:54 3/20/1990 ----------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 ' SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.360 10'-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.600 ' 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.400 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5271139 ' COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1-HOUR INTENSITY(INCH/HOUR) = 1.4000 SLOPE OF INTENSITY DURATION CURVE _ .5271 ' RCFC&WCD HYDROLOGY MANUAL "Cf-VALUES USED NODE 1CODE 2 * *F i##ff*ff*f#i#fffi#*#i#ff#f***A###if*##*if iif k*#**#####*ff}#+#♦##* FLOW PROCESS FROM NODE 00 TO 32.00 IS = ---------------------------------------------------------------------------- ' --»»>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS««<------------------------ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K+[ (LENGTH**3)/(ELEVATION CHANGE) )**.2 INITIAL SUBAREA FLOW-LENGTH = 1000.00 UPSTREAM ELEVATION = 1313.80 n� 4 ' DOWNSTREAM ELEVATION = 1302.50 ELEVATION DIFFERENCE = 11.30 TC = .393*[( 1000.00**3)/( 11.30) 1**.2 = 15.252 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.882 ' SOIL CLASSIFICATION IS IBI SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7800 SUBAREA RUNOFF(CFS) = 15.06 FLOW PROCESS FROM NODE 312.00 TO NODE 310.00 IS CODE = 6 »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< ' UPSTREAM ELEVATION = 1302.50 DOWNSTREAM ELEVATION = 1260.90 STREET LENGTH(FEET) = 1200.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 22.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 y ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 16.85 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .47 HALFSTREET FLOODWIDTH(FEET) = 17.12 ' AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.52 PRODUCT OF DEPTH&VELOCITY = 2.59 STREETFLOW TRAVELTIME(MIN) = 3.62 TC(MIN) = 18.87 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.576 SOIL CLASSIFICATION IS "B' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7699 SUBAREA AREA(ACRES) = 1.80 SUBAREA RUNOFF(CFS) = 3.57 SUMMED AREA(ACRES) = 8.50 TOTAL RUNOFF(CFS) = 18.63 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .48 HALFSTREET FLOODWIDTH(FEET) = 17.88 ' FLOW VELOCITY(FEET/SEC. ) = 5.62 DEPTH*VELOCITY = 2.72 ' ##ar#itra###ka#i##++ra##a��artwraa#two+ata+##aaa++#aarw*fa#+w+4aalw4+raawwr# FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 1 ---------------------------------------------------------------------------- ' -->>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 18.87 RAINFALL INTENSITY (INCH./HOUR) = 2.58 TOTAL STREAM AREA (ACRES) = 8.50 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 18.63 #***l4rraa#Ai+ra4#aa4+f#ar#wtl+#aa#twi+aaa*t+#aai+#a#aa#+aiii**#aa##!w4##Iw* --FLOW-PROCESS-FROM-NODE------_00-TO-NODE---321_00-IS-CODE 2 -=- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 ' INITIAL SUBAREA FLOW-LENGTH = 900.00 O,(p UPSTREAM ELEVATION = 1303.00 DOWNSTREAM ELEVATION = 1262.00 ' ELEVATION DIFFERENCE = 41.00 TC = .393*[ ( 900.00**3)/( 41.00) ]**.2 = 11 .065 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.413 ' SOIL CLASSIFICATION IS "B' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7943 SUBAREA RUNOFF(CFS) = 8.68 TOTAL AREA(ACRES) = 3.20 TOTAL RUNOFF(CFS) = 8.68 ' {###}#}a+i#####+{#aa+#a{{aria{a#saaaaaaisa:rr arar srrrrrrraarrrr rs#r#irrrr##r FLOW PROCESS FROM NODE 321.00 TO NODE 310.00 IS CODE = 6 ---------------------------------------------------------------------------- ' --»»>COMPUTE-STREETFLOW-TRAVELTIME-THRU-SUBAREA<<<<< ------------------- UPSTREAM ELEVATION 1262.00 DOWNSTREAM ELEVATION = 1259.60 ' STREET LENGTH(FEET) = 230.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 ' INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 10.08 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ .47 HALFSTREET FLOODWIDTH(FEET) = 17.12 I� AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.30 PRODUCT OF DEPTH&VELOCITY = 1.55 STREETFLOW TRAVELTIME(MIN) = 1.16 TC(MIN) = 12.23 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.238 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7900 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 2.81 SUMMED AREA(ACRES) = 4.30 TOTAL RUNOFF(CFS) = 11.49 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .50 HALFSTREET FLOODWIDTH(FEET) = 18.63 ' FLOW VELOCITY(FEET/SEC. ) = 3.20 DEPTH*VELOCITY = 1.60 ' FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 1 ----------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ----------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 12.23 RAINFALL INTENSITY (INCH./HOUR) = 3.24 TOTAL STREAM AREA (ACRES) = 4.30 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 11.49 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' NUMBER (CFS) (MIN. ) ( INCH/HOUR) -- 1 18.63 18.87 2.576 ' 2 11.49 12.23 3.238 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&NCD) USED FOR 2 STREAMS. ' VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 27.77 23.56 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 27.77 TIME(MINUTES) = 18.874 TOTAL AREA(ACRES) = 12.80 ' r#********+*r***#r*##+**r**+**+#{*#*i#*+*****+*+#ir+{#{{ri{ii##i#}i#{ia{lira FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 1 ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 18.87 RAINFALL INTENSITY (INCH./HOUR) = 2.58 ' TOTAL STREAM AREA (ACRES) = 12.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 27.77 #*t FLOW PROCESS FROM NODE .00 TO NODE 311.00 IS CODE = 2 ---------------------------------------------------------------------------- --»»>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS««<---- ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 700.00 UPSTREAM ELEVATION = 1313.00 ' DOWNSTREAM ELEVATION = 1280.00 ELEVATION DIFFERENCE = 33.00 TC = .393*[ ( 700.00**3)/( 33.00) ]**.2 = 9.938 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.612 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7988 SUBAREA RUNOFF(CFS) = 16.45 TOTAL AREA(ACRES) = 5.70 TOTAL RUNOFF(CFS) = 16.45 4fi4}t**ikk#}#*444*t**##4kk4**##iii*t*#iii**#}#;#t#4*A## FLOW PROCESS FROM NODE 311.00 TO NODE 312.00 IS CODE = 5 ---------------------------------------------------------------------------- ' >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< »»>TRAVELTIME THRU SUBAREA<<<<< ' UPSTREAM NODE ELEVATION = 1280.00 DOWNSTREAM NODE ELEVATION = 1265.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 450.00 CHANNEL BASE(FEET) = 20.00 "Z" FACTOR = 4.000 MANNINGS FACTOR = .025 MAXIMUM DEPTH(FEET) = 2.00 CHANNEL FLOW THRU SUBAREA(CFS) = 16.45 FLOW VELOCITY(FEET/SEC) = 3.89 FLOW DEPTH(FEET) _ .20 ' TRAVEL TIME(MIN. ) = 1.93 TC(MIN. ) = 11 .87 ' FLOW PROCESS FROM NODE 311 .00 TO NODE 312.00 IS CODE = 8 ---------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.290 SOIL CLASSIFICATION IS "B" Q SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7913 SUBAREA AREA(ACRES) = 7.00 SUBAREA RUNOFF(CFS) = 18.22 TOTAL AREA(ACRES) = 12.70 TOTAL RUNOFF(CFS) = 34.67 TC(MIN) = 11.87 ' FLOW PROCESS FROM NODE 312.00 TO NODE . 310.00 IS CODE = 3 ------------------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.5 INCHES . PTPEFLOW VELOCITY(FEET/SEC. ) = 18.2 DOWNSTREAM NODE ELEVATION = 1252.00 ' FLOWLENGTH(FEET) = 120.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 21 .00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 34.67 ' TRAVEL TIME(MIN. ) _ .11 TC(MIN. ) = 11.98 a+a*a*ifaaaa*aaraaaaaatttt+t+tt+**++r*a+++*+++r*t***a*#**!aa**a#arca#!a*lata . --FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 1 ---------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 11.98 RAINFALL INTENSITY (INCH./HOUR) = 3.27 TOTAL STREAM AREA (ACRES) = 12.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 34.67 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ---------------------------------------------------------------------------- 1 27.77 18.87 2.576 2 34.67 11.98 3.274 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. ' VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 55.04 52.29 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 55.04 TIME(MINUTES) = 18.874 TOTAL AREA(ACRES) = 25.50 ' i*i*a##ai***+kkf f*******fi***#f*#i*tlafia*aa##***##f tf*## FLOW PROCESS FROM NODE 310.00 TO NODE 320.00S CODE = 3 ------------------------------------------------------ --------------------- ' >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< »»)USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ------------------------------------- ' DEPTH OF FLOW IN 30.0 INCH PIPE IS 20.4 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 15.5 UPSTREAM NODE ELEVATION = 1249.50 DOWNSTREAM NODE ELEVATION = 1245.50 t FLOWLENGTH(FEET) = 130.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 55.04 1 TRAVEL TIME(MIN. ) _ .14 TC(MIN. ) = 19.01 ' --FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 1 ---------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 19.01 RAINFALL INTENSITY (INCH./HOUR) = 2.57 TOTAL STREAM AREA (ACRES) = 25.50 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 55.04 FLOW PROCESS FROM NODE .00 TO NODE 300.00 IS CODE = 2 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 650.00 I/, UPSTREAM ELEVATION = 1313.00 I/ ' DOWNSTREAM ELEVATION = 1275.00 ELEVATION DIFFERENCE = 38.00 TC = .393*[ ( 650.00**3)/( 38.00) ]**.2 = 9.241 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.753 SOIL CLASSIFICATION IS "B} SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .8018 SUBAREA RUNOFF(CFS) 12.64 ' TOTAL AREA(ACRES) = 4.20 TOTAL RUNOFF(CFS) = 12.64 i*R#iiii+i+R+aaiRA*w+i++wA#w#ia+rrRR#+tr+rtwi+aa++##i++a4*fi+a+rR#ii++#a+4++ ' --FLOW PROCESS FROM NODE 300.00 TO NODE 320.00 IS CODE = 6 ---------------------------------------------------------------------- »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< UPSTREAM ELEVATION = 1275.20 DOWNSTREAM ELEVATION = 1260.90 STREET LENGTH(FEET) = 600.00 CURB HEIGTH(INCHES) = 6. ' STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 ' OUTSIDE STREET CROSSFALL(DECIMAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 13.23 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .45 ' HALFSTREET FLOODWIDTH(FEET) = 16.37 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.73 PRODUCT OF DEPTH&VELOCITY = 2.14 STREETFLOW TRAVELTIME(MIN) = 2.12 TC(MIN) = 11.36 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.366 ' SOIL CLASSIFICATION IS "Bw COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8786 SUBAREA AREA(ACRES) _ .40 SUBAREA RUNOFF(CFS) = 1.18 SUMMED AREA(ACRES) = 4.60 TOTAL RUNOFF(CFS) = 13.82 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .47 HALFSTREET FLOODWIDTH(FEET) = 17.12 FLOW VELOCITY(FEET/SEC. ) = 4.53 DEPTH*VELOCITY = 2.12 --FLOW-PROCESS-FROM-NODE 320.00 TO NODE 320.00 IS CODE = 7 »»>USER SPECIFIED HYDROLOGY INFORMATION AT NODE««< ' USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 11 .37 RAIN INTENSITY(INCH/HOUR) = 3.36 TOTAL AREA(ACRES) = 4.60 TOTAL RUNOFF(CFS) = 10.00 ' Cpy C B Nom• /9 t+***#ii#fi+A#ktiitia++aA*k##fti*+**#tft+4+**+ifw+*Att*#a+*R+if+ti+iii#*f*ti FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 1 ' ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 11.37 RAINFALL INTENSITY (INCH./HOUR) = 3.36 TOTAL STREAM AREA (ACRES) = 4.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 10.00 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) ---------------------------------------------------------------------------- 1 55.04 19.01 2.566 ' 2 10.00 11.37 3.364 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 62.67 42.92 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 62.67 TIME(MINUTES) = 19.014 TOTAL AREA(ACRES) = 30.10 FLOW PROCESS FROM NODE 320.00 TO NODE 325.00 IS CODE = 3 ---------------------------------------------------------------------------- ' »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ------------------------------------------- t DEPTH OF FLOW IN 27.0 INCH PIPE IS 21.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 18.3 UPSTREAM NODE ELEVATION = 1245.50 DOWNSTREAM NODE ELEVATION = 1222.00 ' FLOWLENGTH(FEET) = 500.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 62.67 ' TRAVEL TIME(MIN. ) _ .46 TC(MIN. ) = 19.47 ' **xxxx#xxwx+*waiaa#w#w+w*«#rrai#ww*wr«w#w+#+ii#*ww•#r#arw**+rwa#raww**r}ra}# FLOW PROCESS FROM NODE 325.00 TO NODE 325.00 IS CODE = 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< --------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 19.47 RAINFALL INTENSITY (INCH./HOUR) = 2.53 TOTAL STREAM AREA (ACRES) = 30.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 62.67 ' +*##xtit+w*+f+tffttt+ttw#ww•t*ft+tttiw***x#xxrw}*#**+rwaii«+wrw#aa#wwi+++}## ' --FLOW-PROCESS-FROM-NODE------_00-TO-NODE---331_00-IS-CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< --------------------------------------------------------------------- ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 g ' INITIAL SUBAREA FLOW-LENGTH = 950.00 Q� UPSTREAM ELEVATION = 1278.50 DOWNSTREAM ELEVATION = 1250.00 ELEVATION DIFFERENCE = 28.50 ' TC = .393*( ( 950.00**3)/( 28.50) ]**.2 = 12.292 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.229 SOIL CLASSIFICATION IS *Bf SUBAREA RUNOFF(CFS) = 7.91 ' TOTAL AREA(ACRES) = 3.10 TOTAL RUNOFF(CFS) = 7.91 ' #aa#a#kar#!##i##+r#a#fr+#xk+rx*#+#i###xi#*#kw.•ar♦«.+.riir+#fa+.««.+#r+«rafw FLOW PROCESS FROM NODE 331.00 TO NODE 325.00 IS CODE = 6 ---------------------=------------------------------------------------------ »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< ' UPSTREAM ELEVATION = 1250.00 DOWNSTREAM ELEVATION = 1228.00 STREET LENGTH(FEET) = 300.00 CURB HEIGTH(INCHES) = 6. ' STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 q ' OUTSIDE STREET CROSSFALL(DECIMAL) = .020 �i 1 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 +*TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 9.26 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ .35 HALFSTREET FLOODWIDTH(FEET) = 11.13 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 6.83 ' PRODUCT OF DEPTH&VELOCITY = 2.38 STREETFLOW TRAVELTIME(MIN) _ .73 TC(MIN) = 13.02 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.132 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7872 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 2.71 ' SUMMED AREA(ACRES) = 4.20 TOTAL RUNOFF(CFS) = 10.62 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .36 HALFSTREET FLOODWIDTH(FEET) = 11.88 FLOW VELOCITY(FEET/SEC. ) = 6.95 DEPTH+VELOCITY = 2.53 «.«.r+aaaa««.aaaaaaaaaarsaaaa«raaaaaaaaaaawaaaaaaaa:##r##wrasraa##a##wwrr#:• ' FLOW PROCESS FROM NODE 325.00 TO NODE 325.00 IS CODE = 1 -- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' --»»>AND-COMPUTE-VARIOUS-CONFLUENCED-STREAM-VALUES<<«<------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 13.02 ' RAINFALL INTENSITY (INCH./HOUR) = 3.13 TOTAL STREAM AREA (ACRES) = 4.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 10.62 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' --NUMBER (CFS) (MIN. ) (INCH/HOUR) 1 62.67 19.47 2.534 2 10.62 13.02 3.132 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. ' VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 71.26 52.54 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 71.26 TIME(MINUTES) = 19.470 ' TOTAL AREA(ACRES) = 34.30 FLOW PROCESS FROM NODE 325.00 TO NODE 326.00 IS CODE = 3 »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 30.0 INCH PIPE IS 19.8 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 20.7 UPSTREAM NODE ELEVATION = 1222.00 DOWNSTREAM NODE ELEVATION = 1219.20 FLOWLENGTH(FEET) = 50.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 71.26 TRAVEL TIME(MIN. ) _ .04 TC(MIN. ) = 19.51 ' *****if*ifif#i#f##*##f#f######*#*****f#i#####•###t##**f########k*##Af#**i##f FLOW PROCESS FROM NODE .00 TO NODE 332.00 IS CODE 2 ---------------------------------------------------------------------------- ' »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< --------------- -- -- ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 1000.00 ' UPSTREAM ELEVATION = 1277.90 V DOWNSTREAM ELEVATION = 1227.30 ELEVATION DIFFERENCE = 50.60 TC = .393*[ ( 1000.00**3)/( 50.60) ]** .2 = 11 .301 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.375 SOIL CLASSIFICATION IS "B' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7934 ' SUBAREA RUNOFF(CFS) = 17.94 TOTAL AREA(ACRES) = 6.70 TOTAL RUNOFF(CFS) = 17.94 ' *#*******#***#####*##**********##f4**NODE###tit#ikt*#########*k##A########tt FLOW PROCESS FROM NODE 332.00 TO NODE 332.00 IS CODE = 1 ---------------------------------------------------------------------------- ' >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: ' TIME OF CONCENTRATION(MINUTES) = 11.30 RAINFALL INTENSITY (INCH./HOUR) = 3.38 TOTAL STREAM AREA (ACRES) = 6.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 17.94 FLOWPROCESSFROMNODE------_ - .00 TO NODE 332.00 IS CODE = 2 - - - - »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 600.00 1 � ' UPSTREAM ELEVATION = 1236.60 DOWNSTREAM ELEVATION = 1226.80 ' ELEVATION DIFFERENCE = 9.80 TC = .393*[ ( 600.00**3)/( 9.80) ]** .2 = 11 .550 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.337 SOIL CLASSIFICATION IS "B' ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7925 SUBAREA RUNOFF(CFS) = 5.55 TOTAL AREA(ACRES) = 2.10 TOTAL RUNOFF(CFS) = 5.55 FLOW PROCESS FROM NODE 332.00 TO NODE 332.00 IS CODE 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< --»»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< -------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 11.55 RAINFALL INTENSITY (INCH./HOUR) = 3.34 TOTAL STREAM AREA (ACRES) = 2.10 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 5.55 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY --NUMBER (CFS) (MIN. ) (INCH/HOUR) -------------------------------------------------------------------- 1 17.94 11.30 3.375 ' 2 5.55 11.55 3.337 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 23.38 23.29 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 23.38 TIME(MINUTES) = 11.301 TOTAL AREA(ACRES) = 8.80 ' ar}+}w#k#r+r•arrarw**kkka+arr+wra}rkw+ka+raarasaka+}arww*aaaarawrawwrawrw#+* FLOW PROCESS FROM NODE 332.00 TO NODE 326.00 IS CODE = 3 ---------------------------------------------------------------------------- ' >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ' DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.2 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 16.9 UPSTREAM NODE ELEVATION = 1222.00 ' DOWNSTREAM NODE ELEVATION = 1219.20 FLOWLENGTH(FEET) = 40.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 23.38 TRAVEL TIME(MIN. ) _ .04 TC(MIN. ) = 11.34 ' +++•aura}raa}a}awwa#ii#*#rk#rrraar+akwwk#*kat}a+arr*+e#oar+a}ra}#r##ka#carr FLOW PROCESS FROM NODE 326.00 TO NODE 326.00 IS CODE = 1 ---------------------------------------------------------------------------- ' -->>>>>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCE««<--------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 11.34 ' RAINFALL INTENSITY (INCH./HOUR) = 3.37 TOTAL STREAM AREA (ACRES) = 8.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 23.38 }#}}kkk#kw#*k#*k*k**k}a#}a}ktw*k#*k#***}+arak*##}##f}}}a}w#*}#carr#+#*r}r*ww ' -FLOW-PROCESS-FROM NODE 326.00 TO NODE 326.00 IS CODE = 7 »»>USER SPECIFIED HYDROLOGY INFORMATION AT NODE««< - --------------------------- ' USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 19.51 RAIN INTENSITY(INCH/HOUR) = 2.53 TOTAL AREA(ACRES) = 34.30 TOTAL RUNOFF(CFS) = 71.26 ' ++tr+**s*r****#r+*+*+**+++#t***t+t+***+t+tf#+aat****r**++*+*+*#####*#*#*#*## FLOW PROCESS FROM NODE 326.00 TO NODE 326.00 IS CODE = 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< ---------------------------------------------- - CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 19.51 RAINFALL INTENSITY (INCH./HOUR) = 2.53 TOTAL STREAM AREA (ACRES) = 34.30 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 71.26 CONFLUENCE INFORMATION: t STREAM RUNOFF TIME INTENSITY --NUMBER (CFS) (MIN. ) (INCH/HOUR) -------------------------------------------------------------------- 1 23.38 11 .34 3.369 ' 2 71.26 19.51 2.531 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 64.80 88.82 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 88.82 TIME(MINUTES) = 19.510 TOTAL AREA(ACRES) = 43.10 FLOW PROCESS FROM NODE 326.00 TO NODE 330.00 IS CODE = 3 ---------------------------------------------------------------------------- ' >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ' DEPTH OF FLOW IN 30.0 INCH PIPE IS 19.6 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 26.1 UPSTREAM NODE ELEVATION = 1219.20 t DOWNSTREAM NODE ELEVATION = 1208.50 FLOWLENGTH(FEET) = 120.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 88.82 TRAVEL TIME(MIN. ) _ .08 TC(MIN. ) = 19.59 FLOW PROCESS FROM NODE 00 TO NODE 330.00 IS CODE = 2 ---------------------------------------------------------------------------- ' --»»>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS<<<<< --------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) )**.2 I(� INITIAL SUBAREA FLOW-LENGTH = 750.00 UPSTREAM ELEVATION = 1260.00 DOWNSTREAM ELEVATION = 1224.00 ELEVATION DIFFERENCE = 36.00 TC = .393*[ ( 750.00**3)/( 36.00) 3**.2 = 10.180 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.566 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7978 SUBAREA RUNOFF(CFS) = 7.68 ' TOTAL AREA(ACRES) = 2.70 TOTAL RUNOFF(CFS) = 7.68 FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 1 ' ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< -------------=--------------------------------- ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 10.18 RAINFALL INTENSITY (INCH./HOUR) = 3.57 TOTAL STREAM AREA (ACRES) = 2.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 7.68 ' NODE k***#««a+rfa#*##«#a#«++affff«tar**#*ar#f**f#fka**«#aff a**k*#af4a*##r+ar+r++f FLOW PROCESS FROM NODE 330.00 TO 330.0IS CODE 7 0 = ---------------------------------------------------------------------------- ' --»»>USER-SPECIFIED-HYDROLOGY-INFORMATION-AT-NODE<<«<-------------------- USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 11.37 RAIN INTENSITY(INCH/HOUR) = 3.36 ' TOTAL AREA(ACRES) _ .10 TOTAL RUNOFF(CFS) = 3.82 LION FGo�.+ 2if FYLor? G.�. N9• /9 FLO ' *t#faf+*t«t#iffi#ffi«ii##f*r##*++#*ff+##+#i#**#ti+a*f4*#+}i+f##*#+fi#k4«i#i+ W PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE 1 ---------------------------------------------------------------------------- ' --»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ---------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 11.37 RAINFALL INTENSITY (INCH./HOUR) = 3.36 TOTAL STREAM AREA (ACRES) = .10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 3.82 ' CONFLUENCE INFORMATION: ' --STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ----------------------------------------------------------------------- 1 7.68 10.18 3.566 ' 2 3.82 11.37 3.364 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFCBWCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 11.10 11.07 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 11.10 TIME(MINUTES) = 10.180 TOTAL AREA(ACRES) = 2.80 GFf� G.6. Nom• Z¢ FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 1 ---------------------------------------------------------------------------- ' -->>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< ----------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: ' TIME OF CONCENTRATION(MINUTES) = 10.18 RAINFALL INTENSITY (INCH./HOUR) = 3.57 TOTAL STREAM AREA (ACRES) = 2.80 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 11.10 ' FLOW PROCESS FROM NODE------ - .00TO-NODE- 330.00 IS CODE = 2 ------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ------ --- - - - ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS COMMERCIAL TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 600.00 ' UPSTREAM ELEVATION = 1232.50 DOWNSTREAM ELEVATION = 1224.00 ELEVATION DIFFERENCE = 8.50 ' TC = .303*[ ( 600.00**3)/( 8.50) ]**.2 = 9.175 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.767 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8804 ' SUBAREA RUNOFF(CFS) = 2.32 TOTAL AREA(ACRES) _ .70 TOTAL RUNOFF(CFS) = 2.32 FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 1 ---------------------------------------------------------------------------- ' --»»>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCE««<--------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 9.17 RAINFALL INTENSITY (INCH./HOUR) = 3.77 TOTAL STREAM AREA (ACRES) = .70 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 2.32 ###w#aaaaarrw##aaawa#w#aar#wa####a##w#agar+#a+ra#r#{aa#a#a##raara#arca##a#+r ' --FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 7 ---------------------------------------------------------------------- >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE««< ------------ USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 19.59 RAIN INTENSITY(INCH/HOUR) = 2.53 TOTAL AREA(ACRES) = 43.10 TOTAL RUNOFF(CFS) = 88.82 ' --FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 1 ------------------------------------------------------------------------ >>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< ' --»»>AND-COMPUTE-VARIOUS-CONFLUENCED-STREAM-VALUES<<«<------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MINUTES) = 19.59 ' RAINFALL INTENSITY (INCH./HOUR) = 2.53 TOTAL STREAM AREA (ACRES) = 43.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 88.62 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' --NUMBER (CFS) (MIN. ) (INCH/HOUR) 1 11.10 10.18 3.566 2 2.32 9.17 3.767 ' 3 88.82 19.59 2.526 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&NCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 59.45 53.93 96.24 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 98.24 TIME(MINUTES) = 19.590 TOTAL AREA(ACRES) = 46.60 i i ' ftit+!#k#!i!#i*i**#iA!#!!aliA*#*#*##**#A#t###t###t#***RRRf+iR♦if##ki##k*#ff< RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON ' RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (c) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 4.OA Release Date: 7/20/88 Serial 8 2649 ' Analysis prepared by: ' ROBERT BEIN, WILLIAM FROST & ASSOCIATES 28765 SINGLE OAKS DRIVE, SUITE 250 RANCHO CALIFORNIA, CA 92390 ft+k{+++#k#+ffk+{++++k*++* DESCRIPTION OF STUDY +f tf+*!f<!!!Rr}!!*+a++le#f * TR. 22916 # ' * 10 YR. HYDROLOGY < * TRIB. TO LINE 'B' } FILE NAME: B:T91610D.DAT TIME/DATE OF STUDY: 7: 4 3/21/1990 ---------------------------------------------------------------------------- ' - USER-SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: -------------------------------------------------------------- USER SPECIFIED STORM EVENT(YEAR) = 10.00 ' SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) _ .880 ' 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.600 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.400 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 t SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5271139 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 1-HOUR INTENSITY( INCH/HOUR) _ .8888 ' SLOPE OF INTENSITY DURATION CURVE _ .5506 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED FLOW PROCESS FROM NODE .00 TO NODE 312.00 IS CODE = 2 »>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[(LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 1000.00 UPSTREAM ELEVATION = 1313.80 C;�'4 DOWNSTREAM ELEVATION = 1302.50 ELEVATION DIFFERENCE = 11.30 ' TC = .393*[ ( 1000.00**3)/( 11.30) ]*+ .2 = 15.252 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.889 SOIL CLASSIFICATION IS "B" TOTAL AREA(ACRES) = 6 .70 TOTAL RUNOFF(CFS) = 9.36 aara..a.r#+ar#*#aa#rarra*a.*+r+##***#.ra#+a.#.*«#:+.a#***.ra#+#.#«#ra.+.•+## FLOW PROCESS FROM NODE 312.00 TO NODE 310.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 1302.50 DOWNSTREAM ELEVATION = 1260.90 STREET LENGTH(FEET) = 1200.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) _ 1 .020 ' OUTSIDE STREET CROSSFALL(DECIMAL) = .020 li^ SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 10.45 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .41 HALFSTREET FLOODWIDTH(FEET) = 14.12 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.94 PRODUCT OF DEPTH&VELOCITY = 2.02 ' STREETFLOW TRAVELTIME(MIN) = 4.05 TC(MIN) = 19.30 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.660 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7259 SUBAREA AREA(ACRES) = 1.80 SUBAREA RUNOFF(CFS) = 2.17 SUMMED AREA(ACRES) = 8.50 TOTAL RUNOFF(CFS) = 11.53 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .42 HALFSTREET FLOODWIDTH(FEET) = 14.88 FLOW VELOCITY(FEET/SEC. ) = 4.95 DEPTH*VELOCITY = 2.10 FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 1 »>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 19.30 RAINFALL INTENSITY (INCH./HOUR) = 1.66 TOTAL STREAM AREA (ACRES) = 8.50 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 11.53 FLOW PROCESS FROM NODE .00 TO NODE 321.00 IS CODE = 2 ---------------------------------------------------------------------------- ' >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< -------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 900.00 �.l( UPSTREAM ELEVATION = 1303.00 ' DOWNSTREAM ELEVATION = 1262.00 ELEVATION DIFFERENCE = 41.00 TC = .393*( ( 900.00**3)/( 41.00) ]**.2 = 11.065 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.254 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7572 SQ<a RTIRARF.A RUNOFF(CFS) = 5.46 - &2o " . FLOW PROCESS FROM NODE 321.00 TO NODE 310.00 IS CODE = 6 ' »»)COMPUTE -------STREETFLOW-----TRAVELTIME-----------THRU-----------SUBAREA-«--«--<--------------------- ' UPSTREAM ELEVATION = 1262.00 DOWNSTREAM ELEVATION = 1259.60 STREET LENGTH(FEET) 230.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 22.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 6.33 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .42 HALFSTREET FLOODWIDTH(FEET) = 14.88 ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 2.72 PRODUCT OF DEPTH&VELOCITY = 1.15 STREETFLOW TRAVELTIME(MIN) = 1 .41 TC(MIN) = 12.48 ' 10.00 YEAR RAINFALL INTENSITY( INCH/HOUR) = 2.110 SOIL CLASSIFICATION IS "B• ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7507 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 1.74 SUMMED AREA(ACRES) = 4.30 TOTAL RUNOFF(CFS) = 7.21 END OF SUBAREA STREETFLOW HYDRAULICS: ' DEPTH(FEET) _ .44 HALFSTREET FLOODWIDTH(FEET) = 15.62 FLOW VELOCITY(FEET/SEC. ) = 2.82 DEPTH*VELOCITY = 1.24 ' ***+***+*;*ES i4#i!*f*4**#ii+it*i#i##iifii##i*i#**iii#ii#ii*i*#iiia**i1f!#k FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 1 ---------------------------------------------------------------------------- ' >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 12.48 RAINFALL INTENSITY ( INCH./HOUR) = 2.11 ' TOTAL STREAM AREA (ACRES) TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 7.21 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ---------------------------------------------------------------------------- ' 1 11.53 19.30 1.660 2 7.21 12.48 2.110 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 17.20 14.66 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 17.20 TIME(MINUTES) = 19.298 TOTAL AREA(ACRES) = 12.80 ..e ter• �nnnnnn nnnv ..n nn n.n nn mn ftnnC 71 n nn iC /.AnP - 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 19.30 ' RAINFALL INTENSITY (INCH./HOUR) 1.66 TOTAL STREAM AREA (ACRES) = 12.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 17.20 FLOW PROCESS FROM NODE .00 TO NODE 311.00 IS CODE = 2 --- --------------------------------------------- ---------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*( (LENGTH**3)/ (ELEVATION CHANGE) ]**.2 ' INITIAL SUBAREA FLOW-LENGTH = 700.00 O Z UPSTREAM ELEVATION = 1313.00 DOWNSTREAM ELEVATION = 1280.00 ELEVATION DIFFERENCE = 33.00 TC = .393*[ ( 700.00**3)/( 33.00) ]**.2 = 9.938 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.392 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7629 SUBAREA RUNOFF(CFS) = 10.40 TOTAL AREA(ACRES) = 5.70 TOTAL RUNOFF(CFS) = 10.40 FLOW PROCESS FROM NODE 311.00 TO NODE 312.00 IS CODE = 5 ' --------------------------------------------------------------------- »»>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< t UPSTREAM NODE ELEVATION = 1280.00 DOWNSTREAM NODE ELEVATION = 1265.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 450.00 ' CHANNEL BASE(FEET) = 20.00 "Z' FACTOR = 4.000 MANNINGS FACTOR = .025 MAXIMUM DEPTH(FEET) = 2.00 CHANNEL FLOW THRU SUBAREA(CFS) = 10.40 ' FLOW VELOCITY(FEET/SEC) = 2.93 FLOW DEPTH(FEET) _ .17 TRAVEL TIME(MIN. ) = 2.56 TC(MIN. ) = 12.50 i #*k4*kk*####*#* ***#!}#}#*****4*k#}## FLOW PROCESS FROM NODE 311.00 TO NODEt312.00 IS CO* DE = 8 ---------------------------------------------------------------------------- ' >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ------------------------------------- 10.00 YEAR RAINFALL INTENSITY( INCH/HOUR) = 2.108 ' SOIL CLASSIFICATION IS "B" O. SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7506 SUBAREA AREA(ACRES) = 7.00 SUBAREA RUNOFF(CFS) = 11.07 TOTAL AREA(ACRES) = 12.70 TOTAL RUNOFF(CFS) = 21.48 ' TC(MIN) = 12.50 -FLOW PROCESS FROM NODE 312.00 TO NODE 310.00 IS CODE = 3 ------------------------------------------------------------------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< ' ->>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ------------------------------------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.6 INCHES e irtr LVW VLLUL111 \L LL1/JL1. I - I. ' UPSTREAM NODE ELEVATION = 1260.00 DOWNSTREAM NODE ELEVATION = 1252.00 FLOWLENGTH(FEET) = 120.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 21.48 TRAVEL TIME(MIN. ) _ .12 TC(MIN. ) = 12.62 FLOW PROCESS FROM NODE 310.00 TO NODE 310.00 IS CODE = 1 ---------------------------------------------------------------------------- ' >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ---------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 12.62 RAINFALL INTENSITY (INCH./HOUR) = 2.10 ' TOTAL STREAM AREA (ACRES) = 12.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 21.48 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ---------------------------------------------------------------------------- ' 1 17.20 19.30 1.660 2 21.48 12.62 2.097 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 34.20 32.73 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 34.20 TIME(MINUTES) = 19.298 TOTAL AREA(ACRES) = 25.50 FLOW PROCESS FROM NODE 310.00 TO NODE 320.00 IS CODE = 3 ----------------------------------------------------------------------- >>> OMPIPEFLOW TRAVELTIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.9 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 13.6 ' UPSTREAM NODE ELEVATION = 1249.50 DOWNSTREAM NODE ELEVATION = 1245.50 FLOWLENGTH(FEET) = 130.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 34.20 TRAVEL TIME(MIN. ) _ .16 TC(MIN. ) = 19.46 ' ++aa+++ai+:rra#ri*##t:+*+ria+*raara+*ia+*+r+ar**a##rrr**#a**#i+a*aa*iika#aa• FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 1 ---------------------------------------------------------------------------- ' >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< --------------------------------------------------- - - -------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: ' TIME OF CONCENTRATION(MINUTES) = 19.46 RAINFALL INTENSITY (INCH./HOUR) = 1.65 TOTAL STREAM AREA (ACRES) = 25.50 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 34.20 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . , . . . . . . . . . . . TC = K*[ (LENGTH**3)1(ELEVATION CHANGE) )**.2 ' INITIAL SUBAREA FLOW-LENGTH = 650.00 UPSTREAM ELEVATION = 1313.00 DOWNSTREAM ELEVATION = 1275.00 l ' ELEVATION DIFFERENCE = 38.00 TC = .393*[ ( 650.00**3)/( 38.00) )**.2 = 9.241 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.489 ' SOIL CLASSIFICATION IS 'B' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7667 SUBAREA RUNOFF(CFS) = 8.02 TOTAL AREA(ACRES) = 4.20 TOTAL RUNOFF(CFS) = 8.02 ' --FLOW PROCESS FROM NODE 300.00 TO NODE 320.00 IS CODE = 6 ---------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 1275.20 DOWNSTREAM ELEVATION = 1260.90 STREET LENGTH(FEET) = 600.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 ' OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 8.40 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .41 ' HALFSTREET FLOODWIDTH(FEET) = 14.12 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.97 PRODUCT OF DEPTH&VELOCITY = 1.62 tSTREETFLOW TRAVELTIME(MIN) = 2.52 TC(MIN) = 11.76 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.180 SOIL CLASSIFICATION IS 'B' ' COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8708 SUBAREA AREA(ACRES) _ .40 SUBAREA RUNOFF(CFS) _ .76 SUMMED AREA(ACRES) = 4.60 TOTAL RUNOFF(CFS) = 8.78 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .41 HALFSTREET FLOODWIDTH(FEET) = 14.12 FLOW VELOCITY(FEET/SEC. ) = 4.15 DEPTH*VELOCITY = 1.70 FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 7 ---------------------------------------------------------------- »»>USER SPECIFIED HYDROLOGY INFORMATION AT NODE««< ' USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 11 .76 RAIN INTENSITY(INCH/HOUR) = 2.18 TOTAL AREA(ACRES) = 4.60 TOTAL RUNOFF(CFS) = 8.40 ' �Afe oG hj<r�TN = B 4G.5. . 0.4. Fje .b1 . ittr#ff#4t#r#f**#s#fsk#asst is#aakaakatkttirttrs•ww+ef#itrtrlt tit#frtrf tf4sfk# FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 1 »>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 11.76 OATUVATT TAITVUCTTV /TMJ U IUMT01 - 1 10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 8.40 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' NUMBER (CFS) (MIN. ) (INCH/HOUR) ----------------------------------------------------------------------------- 1 34.20 19.46 1.652 ' 2 8.40 11.76 2.180 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. ' VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 40.56 29.07 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 40.56 TIME(MINUTES) = 19.458 TOTAL AREA(ACRES) = 30.10 FLOW PROCESS FROM NODE 320.00 TO NODE 325.00 IS CODE = 3 ---------------------------------------------------------------------------- ' »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ' DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.3 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 16.7 UPSTREAM NODE ELEVATION = 1245.50 DOWNSTREAM NODE ELEVATION = 1222.00 ' FLOWLENGTH(FEET) = 500.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 40.56 ' TRAVEL TIME(MIN. ) _ .50 TC(MIN. ) = 19.96 ' - FLOW PROCESS FROM NODE 325.00 TO NODE 325.00 IS CODE = 1 --------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 19.96 t RAINFALL INTENSITY ( INCH./HOUR) = 1.63 TOTAL STREAM AREA (ACRES) = 30.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 40.56 FLOW PROCESS FROM NODE .00 TO NODE 331.00 IS CODE = 2 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[(LENGTH**3)/(ELEVATION CHANGE) ]**.2 a INITIAL SUBAREA FLOW-LENGTH = 950.00 P's ' UPSTREAM ELEVATION = 1278.50 DOWNSTREAM ELEVATION = 1250.00 ELEVATION DIFFERENCE = 28.50 ' TC = .393*C ( 950.00**3)/( 28.50) )**.2 = 12.292 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.128 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7515 ' SUBAREA RUNOFF(CFS) = 4.96 TOTAL AREA(ACRES) = 3.10 TOTAL RUNOFF(CFS) = 4.96 ' -FLOW PROCESS FROM NODE 331 .00 TO NODE 325.00 IS CODE = 6 ---------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< UPSTREAM ELEVATION = 1250.00 DOWNSTREAM ELEVATION = 1228.00 STREET LEMGTH(FEET) = 300.00 CURB HEIGTH(INCHES) = 6. ' STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 ' OUTSIDE STREET CROSSFALL(DECIMAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 �- *#TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 5.80 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ .31 HALFSTREET FLOODWIDTH(FEET) = 9.20 AVERAGE FLOW VELOCITY(FEET/SEC.) = 6.01 PRODUCT OF DEPTH&VELOCITY = 1.87 ' STREETFLOW TRAVELTIME(MIN) = .83 TC(MIN) = 13.12 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.052 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7479 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 1.69 SUMMED AREA(ACRES) = 4.20 TOTAL RUNOFF(CFS) = 6.65 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .32 HALFSTREET FLOODWIDTH(FEET) = 9.73 FLOW VELOCITY(FEET/SEC. ) = 6.24 DEPTH*VELOCITY = 2.00 ' --FLOW-PROCESS FROM NODE 325.00 TO NODE 325.00 IS CODE = 1 >>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) 13.12 ' RAINFALL INTENSITY (INCH./HOUR) = 2.05 TOTAL STREAM AREA (ACRES) = 4.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 6.65 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) 1 40.56 19.96 1.629 2 6.65 13.12 2.052 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: ' 45.84 33.32 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 45.84 TIME(MINUTES) = 19.957 ' TOTAL AREA(ACRES) = 34.30 #+rt+«t«r}}«t:«rr««a«##}aa}taxa«♦*#*#####i##•:#i}ii#«•«a}«a*}}*aa#}ta}*r}}«« ' -FLOW PROCESS FROM NODE 325.00 TO NODE 326.00 IS CODE = 3 »»>rnMPUTP PT13PPL 1W TRAUPT.TTMR THRTI STIRAPEA««< DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.8 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 18.3 UPSTREAM NODE ELEVATION = 1222.00 ' DOWNSTREAM NODE ELEVATION = 1219.20 FLOWLENGTH(FEET) = 50.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER( INCH) = 24.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 45.84 TRAVEL TIME(MIN. ) _ .05 TC(MIN. ) = 20.00 FLOW PROCESS FROM NODE 00 TO NODE 332.00 IS CODE = 2 ---------------------------------------------------------------------------- ' -->>>>>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS<<«<------------------------ ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) )**.2 INITIAL SUBAREA FLOW-LENGTH = 1000.00 UPSTREAM ELEVATION = 1277.90 10 ' DOWNSTREAM ELEVATION = 1227.30 ELEVATION DIFFERENCE = 50.60 TC = .393*[ ( 1000.00**3)/( 50.60) ]**.2 = 11.301 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.228 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7561 SUBAREA RUNOFF(CFS) _ 11.29 ' TOTAL AREA(ACRES) = 6.70 TOTAL RUNOFF(CFS) = 11.29 ++f+##*}***k*******}f4a#+k+t+*t*k**#**#**a##a##kk**lkkkk***#}#kkkk##k##k#*## FLOW PROCESS FROM NODE 332.00 TO NODE 332.00 IS CODE = 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 11.30 ' RAINFALL INTENSITY (INCH./HOUR) = 2.23 TOTAL STREAM AREA (ACRES) = 6.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 11.29 ' --FLOW-PROCESS-FROM-NODE------.00-TO NODE 332.00 IS CODE = 2 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATI0N CHANGE) ]**.2 ' INITIAL SUBAREA FLOW-LENGTH = 600.00 UPSTREAM ELEVATION = 1236.60 CA DOWNSTREAM ELEVATION = 1226.80 ELEVATION DIFFERENCE = 9.80 ' TC = .393*[ ( 600.00**3)/( 9.80) ]**.2 = 11.550 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.202 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7549 SUBAREA RUNOFF(CFS) = 3.49 TOTAL AREA(ACRES) = 2.10 TOTAL RUNOFF(CFS) = 3.49 fif aa+#aaaa#a+#a}##a###+a}*}a*t++aa}}#*##*i#*+*t**f+#:+#}##}+####}}##a•##}## FLOW PROCESS FROM NODE 332.00 TO NODE 332.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< ' >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) 11.55 RAINFALL INTENSITY (INCH./HOUR) = 2.20 TOTAL STREAM AREA (ACRES) = 2.10 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 3.49 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' --NUMBER (CFS) (MIN. ) (INCH/HOUR) -------------------------------------------------------------------- 1 11.29 11 .30 2.228 ' 2 3.49 11 .55 2.202 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. ' VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 14.70 14.64 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 14.70 TIME(MINUTES) = 11 .301 TOTAL AREA(ACRES) = 8.80 #4###+}##}}##tk*tiit4i4441k4ik*t#4*4fai4i4i#44#4**#a*iiai FLOW PROCESS FROM NODE 332.00 TO NODE 326.00 IS CODE = 3 ---------------------------------------------------------------------------- ' »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ' ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 9.6 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 15.3 UPSTREAM NODE ELEVATION = 1222.00 ' DOWNSTREAM NODE ELEVATION = 1219.20 FLOWLENGTH(FEET) = 40.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUBAREA(CFS) = 14.70 TRAVEL TIME(MIN. ) _ .04 TC(MIN. ) = 11.34 FLOW PROCESS FROM NODE 326.00 TO NODE 326.00 IS CODE = 1 ---------------------------------------------------------------------------- ' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< ----------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 11.34 RAINFALL INTENSITY (INCH. /HOUR) = 2.22 TOTAL STREAM AREA (ACRES) = 8.80 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 14.70 ##a#+#af+a#+#++++a++aa+++##++++#a##*+*aa*aa*##af#a#a##+f+a##+#a}#++##+#*a#f# ' FLOW PROCESS FROM NODE 326.00 TO NODE 326.00 IS CODE = 7 -------------------------------------------------------------------- >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE««< ---------------------------------------------------------------------------- USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 20.00 RAIN INTENSITY(INCH/HOUR) = 1 .63 TOTAL AREA(ACRES) = 34.30 TOTAL RUNOFF(CFS) = 45.84 ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 20.00 RAINFALL INTENSITY (INCH./HOUR) = 1 .63 ' TOTAL STREAM AREA (ACRES) = 34.30 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 45.84 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ---------------------------------------------------------------------------- ' 1 14.70 11 .34 2.224 2 45.84 20.00 1.627 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 40.71 56.60 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 56.60 TIME(MINUTES) = 20.000 TOTAL AREA(ACRES) = 43.10 ' ++*+x+ti#i}}ta*#*+4t*#*iaa}k*****#*+##iiff*#t#*#}**++#:##*#}a#}**#x###♦#iii• FLOW PROCESS FROM NODE 326.00 TO NODE 330.00 IS CODE = 3 »>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.5 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 23.0 UPSTREAM NODE ELEVATION = 1219.20 ' DOWNSTREAM NODE ELEVATION 1208.50 FLOWLENGTH(•FEET) = 120.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 56.60 TRAVEL TIME(MIN. ) _ .09 TC(MIN. ) = 20.09 ' ### FLOW PROCESS FROM NODE .00 TO NODE 330.00 IS CODE = 2 ---------------------------------------------------------------------------- --»»>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS««<--------- ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*( (LENGTH**3)/(ELEVATION CHANGE) ]+*.2 INITIAL SUBAREA FLOW-LENGTH = 750.00 ' UPSTREAM ELEVATION = 1260.00 DOWNSTREAM ELEVATION = 1224.00 ELEVATION DIFFERENCE = 36.00 TC = .393*[ ( 750.00**3)/( 36.00) 7**.2 = 10.180 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.360 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7617 ' SUBAREA RUNOFF(CFS) = 4.85 TOTAL AREA(ACRES) = 2.70 TOTAL RUNOFF(CFS) = 4.85 ' *+*#*#x#4x###**### W PROCESS FROM NODE 330.00 TO NODE 330.00 IS FLOCODE = 1 ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 10.18 RAINFALL INTENSITY (INCH./HOUR) = 2.36 ' TOTAL STREAM AREA (ACRES) = 2.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 4.85 FLOW PROCESS FROM NODE. 330.00 TO NODE 330.00 IS CODE = 7 ---------------------------------------------------------------------------- ' >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<< -------------------- USER-SPECIFIED VALUES ARE AS FOLLOWS: ' TC(MIN) = 11.76 RAIN INTENSITY(INCH/HOUR) = 2.18 TOTAL AREA(ACRES) _ .00 TOTAL RUNOFF(CFS) _ .40 Fcow(may C,ee.h G.� Nn. 3 FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = i ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 11.76 RAINFALL INTENSITY (INCH./HOUR) = 2.18 TOTAL STREAM AREA (ACRES) _ .00 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE _ .40 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) ( INCH/HOUR) ---------------------------------------------------------------------------- ' 1 4.85 10.18 2.360 2 .40 11.76 2.180 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 5.20 4.88 t COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 5.20 TIME(MINUTES) = 10.180 TOTAL AREA(ACRES) = 2.71 FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 1 >>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 10.18 RAINFALL INTENSITY (INCH./HOUR) = 2.36 TOTAL STREAM AREA (ACRES) = 2.71 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 5.20 ' #**##**##A#k*i**#ii**i####k***#iiff#ftffikfff iffk*##ififiAfkfk*kfi#ffif k**** FLOW PROCESS FROM NODE - _00-TO NODE 330.00 IS CODE = 2 ------------------------ ---------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL INITIAL SUBAREA FLOW-LENGTH = 600.00 ' UPSTREAM ELEVATION = 1232.50 DOWNSTREAM ELEVATION = 1224.00 ELEVATION DIFFERENCE = 8.50 ' TC = .303*[( 600.00**3)/( 8.50) ]**.2 = 9.175 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.499 SOIL CLASSIFICATION IS "B" ' COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8734 SUBAREA RUNOFF(CFS) = 1.53 TOTAL AREA(ACRES) _ .70 TOTAL RUNOFF(CFS) = 1.53 FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 9.17 RAINFALL INTENSITY (INCH./HOUR) = 2.50 TOTAL STREAM AREA (ACRES) _ .70 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 1.53 ' ++### ******#***#*#««#t#«f*ik#f«*##!+#!«+#«+!!#1+fi!##+«###++ --FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 7 ------------------------------------------------------------------------ »»>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<< USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 20.09 RAIN INTENSITY(INCH/HOUR) = 1.62 ' TOTAL AREA(ACRES) = 43.10 TOTAL RUNOFF(CFS) = 56.60 ++#+f+«k#«1t«flinti##i#*«##«**##+«#+###«+f##f!#f•ifti+i*#*A****#*i#«*+i«ti« ' FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE 1 --------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< - ---------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: ' TIME OF CONCENTRATION(MINUTES) = 20.09 RAINFALL INTENSITY (INCH./HOUR) = 1.62 TOTAL STREAM AREA (ACRES) = 43.10 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 56.60 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' NUMBER (CFS) (MIN. ) ( INCH/HOUR) - -- ------------------------------------- 1 5.20 10.18 2.360 ' 2 1.53 9.17 2.499 3 56.60 20.09 1.623 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 35.32 32.06 61.17 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 61.17 TIME(MINUTES) = 20.090 TOTAL AREA(ACRES) = 46.51 ------------------------------- ' END OF RATIONAL METHOD ANALYSIS *#***wr**a##r*rrrrrrrrrrrrrrrrr++•++if rr++ffwr+aa+#raaa*#+a•aaa•aa««*•a###•• RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (c) Copyright 1982-88 Advanced Engineering Software (sea) Ver. 4.OA Release Date: 7/20/88 Serial i 2649 Analysis prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES 28765 SINGLE OAKS DRIVE, SUITE 250 ' RANCHO CALIFORNIA, CA 92390 #**•:a««#•a#««#*#*«a##•+«• DESCRIPTION OF STUDY +a+«***#*•#aa**#•iaarr•+«a * TR. 22916 + * 100 YR. HYDROLOGY * TRIB. TO KAISER PARKWAY CATCH BASINS + ##+a#*##f**##a+**#a#+*#fa#*A#is**k*+►+*frrrr*«rrfi#f•i#+*#i+►+iii#f++#***# FILE NAME: B:T916100A.DAT TIME/DATE OF STUDY: 17:16 3/20/1990 ----------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ------------------------------------------------------------------------ ' USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 10-YEAR STORM 10-MINUTE INTENSITY( INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.600 ' 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.400 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5271139 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1-HOUR INTENSITY(INCH/HOUR) = 1 .4000 SLOPE OF INTENSITY DURATION CURVE = .5271 RCFC&WCD HYDROLOGY MANUAL 'C'-VALUES USED =####k##•a***«#aa«a*«#aaaaa«aa#aa*#4a#f**#a#a«#a#aa#k##a•f#a*#*##aaaa4•«k**# FLOW PROCESS FROM NODE 00 TO NODE 10.00 IS CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 950.00 Q � � UPSTREAM ELEVATION = 1317.20 ' DOWNSTREAM ELEVATION = 1306.00 ELEVATION DIFFERENCE = 11.20 TC = .393*[ ( 950.00**3)/( 11.20) ]**.2 = 14.816 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.926 ' SOIL CLASSIFICATION IS 'B' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7814 SUBAREA RUNOFF(CFS) = 21 .04 FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1 ' --»»>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCE««<--------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 14.82 RAINFALL INTENSITY (INCH./HOUR) = 2.93 TOTAL STREAM AREA (ACRES) = 9.20 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 21.04 FLOW PROCESS FROM NODE 00 TO NODE 10.00 IS CODE = 2 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) )**.2 INITIAL SUBAREA FLOW-LENGTH = 950.00 Z UPSTREAM ELEVATION = 1328.80 A' DOWNSTREAM ELEVATION = 1306.00 ELEVATION DIFFERENCE = 22.80 TC = .393#1 ( 950.00**3)/( 22.80) )**.2 = 12.853 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.154 ' SOIL CLASSIFICATION IS "B' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7878 SUBAREA RUNOFF(CFS) = 8.70 ' TOTAL AREA(ACRES) = 3.50 TOTAL RUNOFF(CFS) 8.70 ' FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1 ---------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< --»»>AND-COMPUTE-VARIOUS-CONFLUENC£D-STREAM-VALUES<<<<< CONFLUENCE VALUES VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 12.85 RAINFALL INTENSITY (INCH./HOUR) = 3.15 TOTAL STREAM AREA (ACRES) = 3.50 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 8.70 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' NUMBER (CFS) (MIN. ) (INCH/HOUR) - 1 21.04 14.82 2.926 ' 2 8.70 12.85 3.154 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&NCD) USED FOR 2 STREAMS. ' VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 29.10 26.94 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 29.10 TIME(MINUTES) = 14.816 TOTAL AREA(ACRES) = 12.70 FLOW PROCESS FROM NODE 10.00 TO NODE 20.00 IS CODE = 6 1 UPSTREAM ELEVATION = 1308.50 DOWNSTREAM ELEVATION = 1292.00 STREET LENGTH(FEET) = 300.00 CURB HEIGTH(INCHES) 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 ' OUTSIDE STREET CROSSFALL(DECIMAL) = .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 30.32 STREETFLOW MODEL RESULTS: _ STREET FLOWDEPTH(FEET) _ .41 ' HALFSTREET FLOODWIDTH(FEET) = 16.56 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 6.18 PRODUCT OF DEPTH&VELOCITY = 2.55 ' STREETFLOW TRAVELTIME(MIN) = .81 TC(MIN) = 15.63 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.845 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7789 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 2.44 SUMMED AREA(ACRES) = 13.80 TOTAL RUNOFF(CFS) = 31.54 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .41 HALFSTREET FLOODWIDTH(FEET) = 16.56 FLOW VELOCITY(FEET/SEC. ) = 6.43 DEPTH*VELOCITY = 2.65 FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 1 »>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< 1 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 15.63 RAINFALL INTENSITY (INCH./HOUR) = 2.85 TOTAL STREAM AREA (ACRES) = 13.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 31.54 +f ifalai}if#a}+f 1f##}iii#♦t++*rtt++f#•t++#++r#+*}**+#tt+rt#}+*}***1f•fr**iff FLOW PROCESS FROM NODE .00 TO NODE 20.00 IS CODE 2 ---------------------------------------------------------------------------- ' »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ------------------ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 1000.00 AA ELEVATION = 1305.50 ' DOWNSTREAM ELEVATION = 1292.00 ELEVATION DIFFERENCE = 13.50 TC = .393*[ ( 1000.00**3)/( 13.50) ]**.2 = 14.719 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.936 ' SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7817 SUBAREA RUNOFF(CFS) = 15.61 TOTAL AREA(ACRES) = 6.80 TOTAL RUNOFF(CFS) = 15.61 #A*k*t}*ffff**k#fti**f}tikta#fi*fi#tiff FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS COD---------------------------------------------------------------------------- E = 1 .....nVCTnVATV TNnFDVNnRNT ATRFAM FOR CONFLUENCE««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 14.72 RAINFALL INTENSITY (INCH./HOUR) = 2.94 ' TOTAL STREAM AREA (ACRES) = 6.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 15.61 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ---------------------------------------------------------------------------- 1 31.54 15.63 2.845 2 15.61 14.72 2.936 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: ' 46.67 45.32 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 46.67 TIME(MINUTES) = 15.625 TOTAL AREA(ACRES) 20.60 ' - FLOW PROCESS-FROM-NODE- 20.00 TO NODE 30.00 IS CODE = 6 »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< 1 UPSTREAM ELEVATION = 1292.00 DOWNSTREAM ELEVATION = 1290.00 STREET LENGTH(FEET) = 180.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 / ' OUTSIDE STREET CROSSFALL(DECIMAL) = .017 n A SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 ' +*TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 47.64 -STREET FLOWING FULL*** STREETFLOW MODEL RESULTS: ' NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW 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 FLOWDEPTH(FEET) = .58 HALFSTREET FLOODWIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.20 PRODUCT OF DEPTH&VELOCITY = 2.43 STREETFLOW TRAVELTIME(MIN) = .71 TC(MIN) = 16.34 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.779 SOIL CLASSIFICATION IS #B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7768 SUBAREA AREA(ACRES) _ .90 SUBAREA RUNOFF(CFS) = 1.94 SUMMED AREA(ACRES) = 21.50 TOTAL RUNOFF(CFS) = 48.61 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .58 HALFSTREET FLOODWIDTH(FEET) = 20.00 ' FLOW VELOCITY(FEET/SEC. ) = 4.29 DEPTH*VELOCITY = 2.48 ' FLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 6 -- ------------------------------- »>>>MMPIITE STREETFLOW TRAVELTIME THRU SUBAREA««< UPSTREAM ELEVATION = 1290.00 DOWNSTREAM ELEVATION = 1252.00 ' STREET LENGTH(FEET) = 850.00 CURB HEIGTH(INCHES) = 8. STREET HALFWIDTH(FEET) = 38.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = .015 OUTSIDE STREET CROSSFALL(DECIMAL) = .015 n �60, ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 51.47 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .62 HALFSTREET FLOODWIDTH(FEET) = 29.88 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 7.47 PRODUCT OF DEPTH&VELOCITY = 4.60 STREETFLOW TRAVELTIME(MIN) = 1.90 TC(MIN) = 18.24 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.623 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8743 SUBAREA AREA(ACRES) = 2.50 SUBAREA RUNOFF(CFS) = 5.73 SUMMED AREA(ACRES) = 24.00 TOTAL RUNOFF(CFS) = 54.34 END OF SUBAREA STREETFLOW HYDRAULICS: ' DEPTH(FEET) = .62 HALFSTREET FLOODWIDTH(FEET) = 29.88 FLOW VELOCITY(FEET/SEC. ) = 7.88 DEPTH*VELOCITY = 4.86 *#:}+*#fiff#fi+«f#iaf##:•+f*ffar«#fr}f«sfa•*afaak#afar*aa}arca}++rrrtrrrtrrr FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 1 ---------------------------------------------------------------------------- -->>>>>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCE««<--------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 18.24 RAINFALL INTENSITY (INCH./HOUR) = 2.62 TOTAL STREAM AREA (ACRES) = 24.00 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 54.34 -FLOW-PROCESS-FROM NODE-- ---_00-TO-NODE ---41_00 2 -IS CODE = >>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 1000.00 UPSTREAM ELEVATION = 1279.80 n DOWNSTREAM ELEVATION = 1267.00 ' ELEVATION DIFFERENCE = 12.80 TC = .393*( ( 1000.00**3)/( 12.80) ]**.2 = 14.877 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.920 SOIL CLASSIFICATION IS «B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7812 SUBAREA RUNOFF(CFS) = 15.05 TOTAL AREA(ACRES) = 6.60 TOTAL RUNOFF(CFS) = 15.05 ' f4a*f}#f*#fa+4kf#ffiffiffa**t#*#iti#**fff*#t#+##iii#tiff**f#if*#fft}*#tf k### ' -FLOW PROCESS FROM NODE 41.00 TO NODE 40.00 IS CODE = 6 »»>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA««< STREET LENGTH(FEET) = 400.00 CURB HEIGTH(INCHES) = 6. ' STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 10.00 ' INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 16.15 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ 46 HALFSTREET FLOODWIDTH(FEET) = 16.56 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 5.64 ' PRODUCT OF DEPTH&VELOCITY = 2.58 STREETFLOW TRAVELTIME(MIN) = 1.18 TC(MIN) = 16.06 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.805 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7776 SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) = 2.18 ' SUMMED AREA(ACRES) = 7.60 TOTAL RUNOFF(CFS) = 17.24 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .47 HALFSTREET FLOODWIDTH(FEET) = 17.19 ' FLOW VELOCITY(FEET/SEC. ) = 5.61 DEPTH#VELOCITY = 2.64 t#f#A###ft*i#k*A#t#fAAikikAAii**liifA*iiiAAAikkAil4ikf if#iffifAf•##A#iiiiA#i ' --FLOW-PROCESS-FROM NODE 40.00 TO NODE 40.00 IS CODE = 1 --------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 16.06 RAINFALL INTENSITY (INCH./HOUR) = 2.80 TOTAL STREAM AREA (ACRES) = 7.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 17.24 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) ( INCH/HOUR) ---------------------------------------------------------------------------- 1 54.34 18.24 2.623 ' 2 17.24 16.06 2.805 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. ' VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 70.46 65.08 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 70.46 TIME(MINUTES) = 18.237 TOTAL AREA(ACRES) = 31.60 ' ##i#ki##fi#ikAt#f if AAA#tiff Atf if i##!lkttilfkti#!k**#if t#likt##!!ft**tit iti!# FLOW PROCESS FROM NODE 40.00 TO NO 45.00 IS CODE = 6 ---------------------------------------------------------------------------- --»»>COMPUTE-STREETFLOW-TRAVELTIME-THRU-SUBAREA««<---------------------- UPSTREAM ELEVATION = 1252.00 DOWNSTREAM ELEVATION = 1233.00 ' STREET LENGTH(FEET) = 750.00 CURB HEIGTH(INCHES) = B. STREET HALFWIDTH(FEET) = 38.00 WATANCE FROM CROWN TO CROSSFALL GRADEBREAK = 20.00 OUTSIDE STREET CROSSFALL(DECIMAL) _ .015 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 ' **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 75.54 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .60 ' HALFSTREET FLOODWIDTH(FEET) = 28.63 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 5.95 JLC PRODUCT OF DEPTH&VELOCITY = 3.56 r STREETFLOW TRAVELTIME(MIN) = 2.10 TC(MIN) = 20.34 ' 100.00 YEAR RAINFALL INT£NSITY(INCH/HOUR) = 2.476 SOIL CLASSIFICATION IS "B" ' COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8732 SUBAREA AREA(ACRES) = 4.70 SUBAREA RUNOFF(CFS) = 10.16 SUMMED AREA(ACRES) = 36.30 TOTAL RUNOFF(CFS) = 60.62 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .62 HALFSTREET FLOODWIDTH(FEET) = 29.88 FLOW VELOCITY(FEET/SEC. ) = 5.85 DEPTH*VELOCITY = 3.60 ' END OF RATIONAL METHOD ANALYSIS ' #fa*#4*a4*R}4fAi4Ri1R*4i*ak}##i####4ia4#*}*!k*}#*}aifl4#i#44*}iii##f##aka#4# ' RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (c) Copyright 1982-88 Advanced Engineering Software (sea) ' Ver. 4.OA Release Date: 7/20/88 Serial 2649 Analysis prepared by: ' ROBERT BEIN, WILLIAM FROST & ASSOCIATES 28765 SINGLE OAKS DRIVE, SUITE 250 RANCHO CALIFORNIA, CA 92390 ++#aa*#f#R1f#R##+a+*#+1f## DESCRIPTION OF STUDY ***4f#4aaf+4*#:1R##4f*#a4• ' * TR. 22916 4 * 10 YR. HYDROLOGY a • TRIB. TO KAISER PARKWAY CATCH BASINS " ' FILE NAME: B:T91610A.DAT TIME/DATE OF STUDY: 17:22 3/20/1990 --USER-SPECIFIED-HYDROLOGY-AND-HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ' USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 10-YEAR STORM 10-MINUTE INTENSITY( INCH/HOUR) = 2.360 ' 10-YEAR STORM 60-MINUTE INTENSITY( INCH/HOUR) = .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.600 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.400 ' SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5271139 COMPUTED RAINFALL INTENSITY DATA: ' STORM EVENT = 10.00 1-HOUR INTENSITY(INCH/HOUR) _ .8888 SLOPE OF INTENSITY DURATION CURVE = .5506 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED FLOW PROCESSFROM- NODE -- --_ - -- - - 00 TO NODE10.00ISCODE = 2 - »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*( (LENGTH**3)/(ELEVATION CHANGE) ]**.2 ' INITIAL SUBAREA FLOW-LENGTH = 950.00 UPSTREAM ELEVATION = 1317.20 DOWNSTREAM ELEVATION = 1306.00 ' ELEVATION DIFFERENCE = 11.20 TC = .393*[ ( 950.00**3)/( 11.20) )**.2 = 14.816 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.920 cnTT rrAccTVTrATTAM TC "n" SUBAREA RUNOFF(CFS) = 13.09 ' TOTAL AREA(ACRES) = 9.20 TOTAL RUNOFF(CFS) = 13.09 ^FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1 ' >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 14.82 ' RAINFALL INTENSITY (INCH. /HOUR) = 1 .92 TOTAL STREAM AREA (ACRES) = 9.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 13.09 FLOW PROCESS FROM NODE .00 TO NODE 10.00 IS CODE = 2 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*C (LENGTH**3)/(ELEVATION CHANGE) ]**.2 ' INITIAL SUBAREA FLOW-LENGTH = 950.00 A Z UPSTREAM ELEVATION = 1328.80 DOWNSTREAM ELEVATION = 1306.00 ELEVATION DIFFERENCE = 22.80 ' TC = .393*1 ( 950.00**3)/( 22.80) ]** .2 = 12.853 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.076 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7491 SUBAREA RUNOFF(CFS) = 5.44 TOTAL AREA(ACRES) = 3.50 TOTAL RUNOFF(CFS) = 5.44 FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1 t »-»------>DESIGNATE---------------INDEPENDENT-----STREAM-------FOR---CONFLUENCE---------«---«-<---------------------- >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< tCONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 12.85 RAINFALL INTENSITY (INCH./HOUR) = 2.08 TOTAL STREAM AREA (ACRES) = 3.50 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 5.44 ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) (INCH/HOUR) ---------------------------------------------------------------------------- ' 1 13.09 14.82 1.920 2 5.44 12.85 2.076 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: ' 18.12 16.80 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 18.12 TIME(MINUTES) = 14.816 ' TOTAL AREA(ACRES) = 12.70 --------------------------------------------------------------------------- . ,COMPUTE-STREETFLOW TRAVELTIME-THRU-SUBAREA««<---------------------- UPSTREAM ELEVATION = 1308.50 DOWNSTREAM ELEVATION = 1292.00 STREET LENGTH(FEET) = 300.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 OUTSIDE STREET CROSSFALL(DECIMAL) = .017 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 *#TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 18.88 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .36 HALFSTREET FLOODWIDTH(FEET) = 13.44 n �y ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 5.70 PRODUCT OF DEPTH&VELOCITY = 2.05 STREETFLOW TRAVELTIME(MIN) = .88 TC(MIN) = 15.69 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.860 SOIL CLASSIFICATION IS "B° SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7379 ' SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 1.51 SUMMED AREA(ACRES) = 13.80 TOTAL RUNOFF(CFS) = 19.63 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .36 HALFSTREET FLOODWIDTH(FEET) = 13.44 ' FLOW VELOCITY(FEET/SEC. ) = 5.93 DEPTH#VELOCITY = 2.13 FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 1 ---------------------------------------------------------------------------- ' ,»,DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 15.69 ' RAINFALL INTENSITY (INCH./HOUR) = 1.86 TOTAL STREAM AREA (ACRES) = 13.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 19.63 ' -FLOW- - - - ----- PROCESS FROMNODE------_00TONODE 20_ - 20.00 IS CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ------------------------------------------------ ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 ' INITIAL SUBAREA FLOW-LENGTH = 1000.00 . UPSTREAM ELEVATION = 1305. 50 DOWNSTREAM ELEVATION = 1292.00 ELEVATION DIFFERENCE = 13.50 ' TC = .393*( ( 1000.00**3)/( 13.50) ]**.2 = 14.719 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.927 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7415 SUBAREA RUNOFF(CFS) = 9.71 TOTAL AREA(ACRES) = 6.80 TOTAL RUNOFF(CFS) = 9.71 #a#k#a*t###*aak}##k*fkt####*kt#ik*#takt##aA#tk♦*#*t}♦##**#ittkkk#!t#*♦t*k##* PLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«<<< ' >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 14.72 RAINFALL INTENSITY (INCH./HOUR) = 1 .93 TOTAL STREAM AREA (ACRES) = 6.80 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 9.71 CONFLUENCE INFORMATION:. STREAM RUNOFF TIME INTENSITY ' --NUMBER (CFS) (MIN. ) ( INCH/HOUR) ------------------------------------------------------------------------ 1 19.63 15.69 1.860 ' 2 9.71 14.72 1.927 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STREAMS, VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 29.01 28.13 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 29.01 TIME(MINUTES) = 15.694 TOTAL AREA(ACRES) = 20.60 FLOW PROCESS FROM NODE 20.00 TO NODE 30.00 IS CODE = 6 -------------------------7-------------------------------------------------- t --»»>COMPUTE-STREETFLOW-TRAVELTIME-THRU-SUBAREA<<«<---------------------- UPSTREAM ELEVATION = 1292.00 DOWNSTREAM ELEVATION = 1290.00 STREET LENGTH(FEET) = 180.00 CURB HEIGTH(INCHES) 6. ' STREET HALFWIDTH(FEET) = 20.00 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = .017 ^ OUTSIDE STREET CROSSFALL(DECIMAL) = .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 29.61 ' ***STREET FLOWING FULL*** STREETFLOW MODEL RESULTS: NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW 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 FLOWDEPTH(FEET) = .50 HALFSTREET FLOODWIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.60 PRODUCT OF DEPTH&VELOCITY = 1.80 STREETFLOW TRAVELTIME(MIN) = .83 TC(MIN) = 16.53 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.808 SOIL CLASSIFICATION IS •B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7349 SUBAREA AREA(ACRES) = .90 SUBAREA RUNOFF(CFS) = 1 .20 SUMMED AREA(ACRES) = 21.50 TOTAL RUNOFF(CFS) = 30.20 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .50 HALFSTREET FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC. ) = 3.68 DEPTH*VELOCITY = 1.84 PLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 6 >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< ------------ UPSTREAM ELEVATION = 1290.00 DOWNSTREAM ELEVATION = 1252.00 STREET LENGTH(FEET) = 850.00 CURB HEIGTH(INCHES) = 8. ' STREET HALFWIDTH(FEET) = 38.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .015 OUTSIDE STREET CROSSFALL(DECIMAL) = .015 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 32.03 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .54 /- HALFSTREET FLOODWIDTH(FEET) = 24.88 V' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 6.62 ' PRODUCT OF DEPTH&VELOCITY = 3.58 STREETFLOW TRAVELTIME(MIN) = 2.14 TC(MIN) = 18.67 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.690 ' SOIL CLASSIFICATION IS "B' COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8656 SUBAREA AREA(ACRES) = 2.50 SUBAREA RUNOFF(CFS) = 3.66 ' SUMMED AREA(ACRES) = 24.00 TOTAL RUNOFF(CFS) = 33.86 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .54 HALFSTREET FLOODWIDTH(FEET) = 24.88 FLOW VELOCITY(FEET/SEC. ) = 7.00 DEPTH*VELOCITY = 3.79 1 FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 1 ------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 18.67 RAINFALL INTENSITY (INCH./HOUR) 1 .69 TOTAL STREAM AREA (ACRES) = 24.00 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 33.86 {*4*{•**i+#+{#f4if kififi4if#f4#*A4{{f+4ik4*k4f{#{if FLOW PROCESS FROM NODE .00 TO NODE 41.00 IS CODE = 2 ---------------------------------------------------------------------------- ' »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) ]**.2 INITIAL SUBAREA FLOW-LENGTH = 1000.00 ' UPSTREAM ELEVATION = 1279.80 DOWNSTREAM ELEVATION 1267.00 /x ELEVATION DIFFERENCE = 12.80 TC = .393*[ ( 1000.00**3)/( 12.80) ]**.2 = 14.877 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.915 SOIL CLASSIFICATION IS 'B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7409 ' SUBAREA RUNOFF(CFS) = 9.37 TOTAL AREA(ACRES) 6.60 TOTAL RUNOFF(CFS) = 9.37 ' +{i*4ffff A•rA#####faifffArA####fiA+#at####+#{#f irA+#4ii{++#{##*+4f k{##*##4#r , FLOW PROCESS FROM NODE 41.00 TO NODE 40.00 IS CODE = 6 ---------------------------------------------------------------------------- ------------------- - ' UPSTREAM ELEVATION = 1267.00 DOWNSTREAM ELEVATION = 1253.00 STREET LENGTH(FEET) = 400.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 ' OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 n �j SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 11 v ., **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 10.04 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .39 ' HALFSTREET FLOODWIDTH(FEET) = 13.44 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 5.22 PRODUCT OF DEPTH&VELOCITY = 2.06 STREETFLOW TRAVELTIME(MIN) = 1.28 TC(MIN) = 16.15 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.830 SOIL CLASSIFICATION IS "B" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7362 SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) = 1.35 SUMMED AREA(ACRES) = 7.60 TOTAL RUNOFF(CFS) = 10.71 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .41 HALFSTREET FLOODWIDTH(FEET) = 14.06 FLOW VELOCITY(FEET/SEC. ) = 5.11 DEPTH*VELOCITY = 2.08 FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 1 »>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 16.15 RAINFALL INTENSITY (INCH./HOUR) = 1 .83 TOTAL STREAM AREA (ACRES) = 7.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 10.71 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. ) ( INCH/HOUR) ---------------------------------------------------------------------------- ' 1 33.86 18.67 1.690 2 10.71 16.15 1.830 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: ' 43.76 40.02 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 43.76 TIME(MINUTES) = 18.667 TOTAL AREA(ACRES) = 31.60 ' FLOWPROCESS-FROM-NODE- 40.00 TO NODE 45.00 IS CODE = 6 -- - >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< ' UPSTREAM ELEVATION 1252.00 DOWNSTREAM ELEVATION = 1233.00 STREET LENGTH(FEET) = 750.00 CURB HEIGTH(INCHES) = 8. CMDrrT YAT.ruTnTurrrrTl = u .nn DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .015 OUTSIDE STREET CROSSFALL(DECIMAL) = .015 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 •"TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 46.97 ' STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .52 HALFSTREET FLOODWIDTH(FEET) = 23.62 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 5.36 ' PRODUCT OF DEPTHGVELOCITY = 2.80 STREETFLOW TRAVELTIME(MIN) = 2.33 TC(MIN) = 21.00 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.584 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8642 SUBAREA AREA(ACRES) = 4.70 SUBAREA RUNOFF(CFS) = 6.43 ' SUMMED AREA(ACRES) = 36.30 TOTAL RUNOFF(CFS) = 50.19 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .54 HALFSTREET FLOODWIDTH(FEET) = 24.88 ' FLOW VELOCITY(FEET/SEC. ) = 5.18 DEPTH+VELOCITY = 2.81 ----------------------------- END OF RATIONAL METHOD ANALYSIS 1 1 RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT ' (RCFC&WCD) 1978 HYDROLOGY MANUAL (c) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 4.OA Release Date: 7/20/88 Serial # 2649 ' Analysis prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES ' 28765 SINGLE OAKS DRIVE, SUITE 250 RANCHO CALIFORNIA, CA 92390 DESCRIPTION OF STUDY * TR. 22916 * 100 YR. HYDROLOGY ' * OFF-SITE SUB BASINS " ' FILE NAME:-B:T916100E.DAT TIME/DATE OF STUDY: 7:16 3/21/1990 -- -------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE( INCH) = 18.00 ' SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 10-YEAR STORM 10-MINUTE INTENSITY( INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) _ .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.600 ' 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.400 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5271139 ' COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1-HOUR INTENSITY(INCH/HOUR) = 1 .4000 SLOPE OF INTENSITY DURATION CURVE _ .5271 ' RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED 4#}#**t#***4}####*i###}#}##*##;#4}#4***;4}4t***++#kt}+*#**#f4+}*** FLOW PROCESS FROM NODE .00 TO NODE 400.00 IS CODE = 2 ---------------------------------------------------------------------------- ' ->>>>>RATIONAL-METHOD-INITIAL-SUBAREA-ANALYSIS<<<<<- ---- ---------------------------- ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) )**.2 INITIAL SUBAREA FLOW-LENGTH = 600.00 / r UPSTREAM ELEVATION = 1323.00 G �I ' DOWNSTREAM ELEVATION = 1258.50 ELEVATION DIFFERENCE = 64.50 TC = .393*[ ( 600.00**3)/( 64.50) ]** .2 = 7.924 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.070 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(114 ACRE LOT) RUNOFF COEFFICIENT = .8079 mm•no♦ nnvncv,nnCl - G CQ FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE 5 »»>COMPUTE TRAPEZOIDAL-CHANNEL FLOW««< »»>TRAVELTIME THRU SUBAREA««< UPSTREAM NODE ELEVATION = 1258.50 DOWNSTREAM NODE ELEVATION = 1234.00 ' CHANNEL LENGTH THRU SUBAREA(FEET) = 650.00 CHANNEL BASE(FEET) = .00 "Z" FACTOR = 1.000 MANNINGS FACTOR = .015 MAXIMUM DEPTH(FEET) = 1.50 CHANNEL FLOW THRU SUBAREA(CFS) = 6.58 FLOW VELOCITY(FEET/SEC) = 8.99 FLOW DEPTH(FEET) _ .86 TRAVEL TIME(MIN. ) = 1.21 TC(MIN. ) = 9.13 FLOW PROCESS FDEROM NO400.00 TO NODE 401.00 IS CODE = 8 ---------------------------------------------------------------------------= ' --»»>ADDITION-OF-SUBAREA-TO-MAINLINE-PEAK-FLOW<<«<----------------------- 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.777 ' SOIL CLASSIFICATION IS "B' �Z SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .8023 SUBAREA AREA(ACRES) = 3.90 SUBAREA RUNOFF(CFS) = 11.82 ' TOTAL AREA(ACRES) = 5.90 TOTAL RUNOFF(CFS) = 18.39 TC(MIN) = 9.13 FLOW PROCESS FROM NODE 401 .00 TO NODE 402.00 IS CODE 5 ---------------------------------------------------------------------------- ' >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< »»>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1234.00 DOWNSTREAM NODE ELEVATION = 1218.30 CHANNEL LENGTH THRU SUBAREA(FEET) = 520.00 CHANNEL BASE(FEET) = .00 "Z' FACTOR = 1.000 MANNINGS FACTOR = .015 MAXIMUM DEPTH(FEET) = 1.50 CHANNEL FLOW THRU SUBAREA(CFS) = 18.39 FLOW VELOCITY(FEET/SEC) = 10.49 FLOW DEPTH(FEET) = 1.32 ' TRAVEL TIME(MIN J = .83 TC(MIN. ) 9.96 ' FLOW PROCESS FROM NODE 401 .00 TO NODE 402.00 IS CODE = 8 ---------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.608 SOIL CLASSIFICATION IS "B" G SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7987 SUBAREA AREA(ACRES) = 1.90 SUBAREA RUNOFF(CFS) = 5.48 TOTAL AREA(ACRES) = 7.80 TOTAL RUNOFF(CFS) 23.87 TC(MIN) = 9.96 END OF RATIONAL METHOD ANALYSIS RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON ' RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (c) Copyright 1982-88 Advanced Engineering Software (aes) ' Ver. 4.OA Release Date: 7/20/88 Serial # 2649 Analysis prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES 28765 SINGLE OAKS DRIVE, SUITE 250 RANCHO CALIFORNIA, CA 92390 #***+##*+f###*####f+!#r### DESCRIPTION OF STUDY ' * TR. 22916 # * 10 YR. HYDROLOGY # * OFF-SITE SUB BASINS ' FILE NAME: B:T91610E.DAT TIME/DATE OF STUDY: 7:19 3/21/1990 ----------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ' USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.360 ' 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.600 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.400 ' SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5271139 COMPUTED RAINFALL INTENSITY DATA: ' STORM EVENT = 10.00 1-HOUR INTENSITY(INCH/HOUR) _ .8888 SLOPE OF INTENSITY DURATION CURVE = .5506 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED ' FLOW PROCESS FROM NODE .00 TO NODE 400.00 IS CODE = 2 ----------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[ (LENGTH**3)/(ELEVATION CHANGE) )**.2 G i� ' INITIAL SUBAREA FLOW-LENGTH = 600.00 UPSTREAM ELEVATION = 1323.00 DOWNSTREAM ELEVATION = 1258.50 ' ELEVATION DIFFERENCE = 64.50 TC = .393*[ ( 600.00**3)/( 64.50) ]**.2 = 7.924 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.709 anTT. PT.AfiSTVTCATTON TS "A" . ..:YU LL't nu 1+.l viii n .a.a. ....-. ......... . . ...... . . .._.._ SUBAREA RUNOFF(CFS) = 4.20 ' TOTAL AREA(ACRES) = 2.00 TOTAL .RUNOFF(CFS) = 4.20 FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 5 -------------------'-------------------------------------------------------- t »»>COMPUTE TRAPEZOIDAL-CHANNEL FLOW««< >>>>>TRAVELTIME THRU SUBAREA««< ------------------- UPSTREAM NODE ELEVATION = 1258.50 DOWNSTREAM NODE ELEVATION = 1234.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 650.00 CHANNEL BASE(FEET) _ .00 "Z" FACTOR = 1.000 ' MANNINGS FACTOR = .015 MAXIMUM DEPTH(FEET) = 1.50 CHANNEL FLOW THRU SUBAREA(CFS) = 4.20 FLOW VELOCITY(FEET/SEC) = 7.70 FLOW DEPTH(FEET) _ .74 ' TRAVEL TIME(MIN. ) = 1.41 TC(MIN. ) = 9.33 ' --FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 8 ---------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.476 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7662 ' SUBAREA AREA(ACRES) = 3.90 SUBAREA RUNOFF(CFS) = 7.40 TOTAL AREA(ACRES) = 5.90 TOTAL RUNOFF(CFS) = 11.60 TC(MIN) = 9.33 ' -FLOW-PROCESS FROM NODE 401 .00 TO NODE 402.00 IS CODE = 5 »»>COMPUTE TRAPEZOIDAL-CHANNEL FLOW««< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1234.00 DOWNSTREAM NODE ELEVATION = 1218.30 ' CHANNEL LENGTH THRU SUBAREA(FEET) = 520.00 CHANNEL BASE(FEET) _ .00 "Z" FACTOR = 1.000 MANNINGS FACTOR = .015 MAXIMUM DEPTH(FEET) = 1.50 ' CHANNEL FLOW THRU SUBAREA(CFS) = 11.60 FLOW VELOCITY(FEET/SEC) = 9.36 FLOW DEPTH(FEET) = 1.11 TRAVEL TIME(MIN. ) _ .93 TC(MIN. ) = 10.26 FLOW PROCESS FROM NODE 401 .00 TO NODE 402.00 IS CODE = 8 ->>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.351 ' SOIL CLASSIFICATION IS "B" G SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .7613 SUBAREA AREA(ACRES) = 1.90 SUBAREA RUNOFF(CFS) = 3.40 ' TOTAL AREA(ACRES) = 7.80 TOTAL RUNOFF(CFS) = 15.00 TC(MIN) = 10.26 ' END OF RATIONAL METHOD ANALYSIS . 1 i 1 i 1 1 - 1 1 1 1 1 1 1 EXHIBIT D 1 1 Soils Map 1 ' BC vn.o' T 0 B C r B c ' 0 / D 0 D D C ��C � 0 D - p _ OO, C c ° C Y... A o- 0 C B �s C D C r C oo �_-• D D 1 D f c ---r DE e �r ° b� D E _ 0 8 C . .. ': _ 0 D c D C B;' c p ti.E �. C cA b' B ac c 0° c /c-8i D�ytX/ c a cb B Bc .� a 0�^\ �\ C r � J �n� C C B ° �� \ B C B BOC BD c •8 A BES, D ' — a ' r 9C l l— C r J B B B C BC E C c Cjam. �'iC .8 {.D Z- ' 0 ac - a 0 d C I � C-. C C 1 (`. B E Ste•:: Bc \ •. `�y ,CT '' D tea• o t^ S B ' 2' D c D B c Bc D B" �?I ac_�oc �cB� p, G u ) 8� aB ° ac (l D � E _ ..r ` a\Yirr..� �Ec',�� D� ) a 1 ;. _ - ('K �-' 1 - j�^\"�l�C© C\ ` ^�� ,.�� Jrf 0 1, c �.�,,.J D g • c \ . A..b( \ .ry \(rte 8 Q 7 (,7' ��1/1 a5:' l7 C ':` `T J P 1 d .. D BC: oC �xD C ftp D QO ( GGG!!! _c t" cJy Sc c D ° .Bc ( c ec Bc B D D B n D c�?/�' �9 ' iBr4r r" J r �BC BC B __ BC �h' PC a {JB pP. { �?JBr/J 0 0�✓B`C/ :1 I _ 0 9C ��s• ..ill �/ _ D �_ BC 7 \` BC B ' a A c y' Bc DCSD o BDlac� 4 Dsl ac D D ; D a ��r ac A 3ou ter, o ac - ec Sc G a ILI ' �j/3�M1V _{� -:'�5''f./)_J"�- `y.��✓ BC� 'oc �� BC `!„ pa ac A D ` ✓tom—� ti i E ` )L' // 2 'E o-a�car� . �. A B A e 8C Bc Bc ac Bc LEGEND HYDROLOGIC SOILS GROUP MAP F ' SOILS GROUP BOUNDARY OR A SOILS GROUP DESIGNATION FOR ' R C F C & W C D ` BACHELOR MTN. _ ® ` t-IYDROLO G'! �da�4UaL 0 FEET 5000 � 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 EXHIBIT E 1 Catch Basin 1 1 Design Calculations .s . ' JD6 T,�2�9r�o `f ?bettBeitL,'William `Flbst 6 ssociates PROFESSIONAL ENGINEERS,PLANNERS&SURVEYORS SHEET NO. I OF ' 28 765 SINGLE OAK DRIVE•SUITE 250•RANCHO CALIFORNIA.CA 92390 CALCULATED By FG.d. DATE MA� rl�o 1714)8768042•(71418767240 CHECKED BY DATE ' SCALE soM,-? CA cAro~s �/�E 4 oe p� ' Low for /w 5f. �• /23. 96 ' afi� G G�/S Grf.+rcr Q,.,.ri)c � /L• 7 �..Fel. ' 444iOC 5�2�j (/z w��T}/ C�►y) ' '/2. 9 GLS j ivoDG /.07 4aa SfKc47-rr GaYTW CoiJ�llfdiG 94A 7- 107W) -107W = BCGS- G•B. No. ro C'o,Cr� BAc.oti.�� Co,e� �.va.+ao �o Cµtib =�o papa Low Q•f �N ST � *(5fil. 5-f25> _ /23B. 2� O FF. . 72 1 HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) ' Ver. 2.7A Release Date: 6/25/88 Serial # 2349 Analysis prepared by: TIME/DATE OF STUDY: 10:20 3/20/1990 DESCRIPTION OF STUDY +++**+*++***+***+*****++*! * CAMINO MERANO * 100 YR. FLOW * STREET DEPTH CHECK FOR HALF STREET CAPACITY + »»STREETFLOW MODEL INPUT INFORMATION«« ---------------------------------------------- ---------------- CONSTANT STREET GRADE(FEET/FEET) _ .011900 ' CONSTANT STREET FLOW(CFS) = 8.00 MA)C. Flow F"� Yn sTR�r AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 ' CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03125 ' CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .41 HALFSTREET FLOODWIDTH(FEET) = 17.19 Z- Zo ' AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.00 PRODUCT OF DEPTH&VELOCITY = 1 .24 Ave Q= /2.7 c6's � �/y Sfeccf a,OZY is 4rc-&ra6-y ' 00 `IZobett` O �i 'Rbst S` PROFESSIONAL ENGINEERS,PLANNERS&SURVEYORS SHEET NO. Z OF ' 28765 SINGLE OAK DRIVE•SUITE 250•RANCHO CALIFORNIA,CA 92390 CALCULATED BY DATE (714)676.6642•(714)676.7246 CHECKED BY GATE ' SCALE ' l-JGCMP C/4GGuL.4Tior+'S � <CO�✓T) ' �G.r- GG -/S Q.r..x. = iii c.F•s . 7 /o/ G.FS. �K- 1w; 7' Low /f ST �. (5fa. io•F32) _ /Z3G.z7 /04-79. 5) p��. •72 �c'Q. GG-/moi yivrx. = /�JG.F.S. 77.7G.F.S ox. ' HYDRAULIC DESIGN, ON-GRADE CATCH BASIN 1 Project: TQ. 2Z%/(p rL/NE 'a ') Catch Basin Number: / e OK 2 pj ' 10-year Discharge (from Rational Method) (cfs) : ¢7_8 Nom /50 100-year Discharge (from Rational Method) . (cfs) : (,(./ ' Carryover from C.B. No. N A = (cfs) : Total Design Discharge (cfs) : ' Flow Depth (ft) : 0.¢7 Street Slope: 61. 0la8 Use LACFCD Hydraulic Design Manual, Chart LZ - /¢ ' GL - Z0 =P ✓Nr. = 9.¢(757. = 70 W = Q/ 6ACd Discharge Intercepted (cfs) : / fl , 7 D = 20.o d..�s1 x 2 = Qo.a ' Carryover to Downstream Point (cfs) : Facility Receiving Carryover: G.� n/vg Z,4 (��o x4 Qy}l , .4 �✓,Nr = 11. 5 gA. �tZ Z3,o Z3.o , 1q.8 C,F.S• 7oC8• Nos 14{ZA ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial tl 2349 Analysis prepared by: ' TIME/DATE OF STUDY: 16: 1 3/16/1990 DESCRIPTION OF STUDY i44fii44k*#ii#iik**##4*#tk * CAMINO NUNEZ ' * 100 YR. HYDROLOGY " * STREET DEPTH FOR C.B. NO'S 1B & 2B >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .068000 CONSTANT STREET FLOW(CFS) = 66.10 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ' ***STREET FLOWING FULL*** STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOWDEPTH(FEET) _ .47 ' HALFSTREET FLOODWIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 8.82 PRODUCT OF DEPTH&VELOCITY 4.16 t ' HYDRAULIC DESIGN, ON-GRADE CATCH BASIN ' Project: TR• 2-217169 Catch Basin Number: fA i ZA ' 10-year Discharge (from Rational Method) (cfs) : 100-year Discharge (from Rational Method) . (cfs) : c� ' carryover from C.B. No. Z8 = (cfs) Total Design Discharge (cfs) : Q lv.J ' Flow Depth (ft) : 41 Street Slope: O.DZg¢ (40u7_{ Site) ' 0, 03¢ (no,cr,/ s"oa) use �ti c.rcos. ' Use LACFCD Hydraulic Design Manual, Chart GL-/¢ ' w = 28 /Ectal Discharge Intercepted (cfs) : /¢ EAcf/ /> /3 °'e ' Carryover to Downstream Point (cfs) : iV,1 Facility Receiving Carryover: N1 J(G 1 ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2349 ' Analysis prepared by: ' TIME/DATE OF STUDY: 16: 3 3/16/1990 DESCRIPTION OF STUDY ♦####*####}#**##}####i#}i# * CAMINO NUNEZ ' * 100 YR. HYDROLOGY * STREET DEPTH FOR C.B. NO'S 1A & 2A >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- ' CONSTANT STREET GRADE(FEET/FEET) _ .034000 CONSTANT STREET FLOW(CFS) = 26.10 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 ' CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 ' CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 - --FLOW-ASSUMED-TO-FILL-STREET-EVENLY-ON-BOTH-SIDES ----- ----------- STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- ' STREET FLOWDEPTH(FEET) _ .41 HALFSTREET FLOODWIDTH(FEET) = 17. 19 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.90 ' ----PRODUCT OF-DEPTH&VELOCITY = 2.03 1 t 1 1 ' HYDRAULIC DESIGN, ON-GRADE CATCH BASIN 1 ' Project: TK. ZZ1/ry Catch Basin Number: ¢A S ' 10-year Discharge (from Rational Method) (cfs) : QA � 100-year Discharge (from Rational Method) (cfs) : QT= /5.2 ( 7 ( 7.(a) ' Carryover from C.B. No. 3 = (cfs) : �Z. 9 To ,rape, lbs Total Design Discharge (cfs) : 7q 9 �oas.�N c.b. A-'e- Fu/J �rzear> ' Flow Depth (ft) : , ¢* Street Slope: o//Z ' Use LACFCD Hydraulic Design Manual, Chart 44-14 W = 2J E,4c q Discharge Intercepted (cfs) : /2 e4cq K Z = 2¢.o y 1q,q oc ' Carryover to Downstream Point (cfs) : O Facility Receiving Carryover: _114 ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2349 -' Analysis prepared by: ' TIME/DATE OF STUDY: 16: 8 3/16/1990 DESCRIPTION OF STUDY +*+44f**aa4a4aa+ta**R4a4at * CORTE PARADO AND CAMINO NUNEZ # t * 100 YR. HYDROLOGY a * STREET DEPTH FOR C.B. NO'S 4A & 5 >>>>STREETFLOW MODEL INPUT INFORMATION <<< ---------------------------------------------------------------------------- ' CONSTANT STREET GRADE(FEET/FEET) _ .011200 CONSTANT STREET FLOW(CFS) = 19.90 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 ' CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 ' CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- ' STREET FLOWDEPTH(FEET) _ .45 HALFSTREET FLOODWIDTH(FEET) = 16.91 AVERAGE FLOW VELOCITY(FEET/SEC . ) = 3.31 ' PRODUCT OF DEPTH&VELOCITY = 1.50 1 ' HYDRAULIC DESIGN, ON-GRADE CATCH BASIN 1 ' Project: Catch Basin Number: 6A G 7 ' 10-year Discharge (from Rational Method) (cfs) : 5 0 100-year Discharge (from Rational Method) . (cfs) : lo. 1 Carryover from C.B. No. ^114 = (cfs) : Total Design Discharge (cfs) : (p. q Flow Depth (ft) : • 3 2 Street Slope: O. 017Z ' Use LACFCD Hydraulic Design Manual, Chart L G-/3 W Discharge Intercepted (cfs) : Cf (p eAcW xZ = y.Z � /o 9 o,e ' Carryover to Downstream Point (cfs) : O Facility Receiving Carryover: N�a ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2349 ' Analysis prepared by: ' TIME/DATE OF STUDY: 16:10 3/16/1990 DESCRIPTION OF STUDY ********a#*4a**+}++tar}#}# * CORTE PARADO ' * 100 YR. HYDROLOGY * STREET DEPTH FOR C.B. NO'S 6A & 7 >>>>STREETFLOW MODEL INPUT INFORMATION«<< ----------------------------------------------------------------------------- ' CONSTANT STREET GRADE(FEET/FEET) _ .017200 CONSTANT STREET FLOW(CFS) = 6.90 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 ' CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 ' CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES STREETFLOW MODEL RESULTS: -------7-------------------------------------------------------------------- ' STREET FLOWDEPTH(FEET) _ .32 HALFSTREET FLOODWIDTH(FEET) = 10.16 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 2.93 PRODUCT OF DEPTH&VELOCITY 93 ----------------------------- ' HYDRAULIC DESIGN, ON-GRADE CATCH BASIN ' Project: TP ? 7,11160' Catch Basin Number: 8 9 ' 10-year Discharge (from Rational Method) (cfs) : 100-year Discharge (from Rational Method) Carryover from C.B. No. Nq = (cfs) : Total Design Discharge (cfs) : 2 p ' Flow Depth (ft) : .¢8 Street Slope: O. o/o¢ ' Use LACFCD Hydraulic Design Manual, Chart LL-/rf ' W Discharge Intercepted (cfs) : /3, S X 2 = 270 > 23.0 0r- ' Carryover to Downstream Point (cfs) : O Facility Receiving Carryover: ,vl jo EY1cN' Cot" ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial t 2349 ' Analysis prepared by: TIME/DATE OF STUDY: 16:11 3/16/1990 1 #4♦t+*tf*t4++**###t+**#kt# DESCRIPTION OF STUDY * CAMINO SENECO ' * 100 YR. HYDROLOGY * STREET DEPTH FOR C.B. NO'S 8 & 9 »»STREETFLOW MODEL INPUT INFORMATION«<< ---------------------------------------------------------------------------- ' CONSTANT STREET GRADE(FEET/FEET) _ .010400 CONSTANT STREET FLOW(CFS) = 23.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 1 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMALi = .020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = .50 ' CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOWDEPTH(FEET) = .48 HALFSTREET FLOODWIDTH(FEET) = 18.03 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 3.38 PRODUCT OF DEPTH&VELOCITY = 1.61 1 ' JOB T ZZ910 PROFESSIONAL ENGINEERS,PLANNERS 8 SURVEYORS SHEET No. � OF 9W' 28765 SINGLE OAK DRIVE•SUITE 250•RANCHO CALIFORNIA,CA 92390 CALCULATED BY (</J (714)676. 42•(714)676.7246 . 60DATE �99� CHECKED By DATE ' SCALE t L/NE �GiM� c.�G cu•ter ro.✓S o �� 7 1 M,4�r. �oNv.N� ro G.G. 5T Gow �1. _ /223 9Z ' M.n/• FL s'r 5fi�. /ar 62. y¢ Eco c /223. So - ' P Z-Z- /O GFS ' �byj�r.l7ry = P�lw�✓ 5 cos ¢ /o�s. � /.S GF5 ' G.P. No. /8 �st•,v,.yo /LoMo - B~ C.G �(�Z7�Oe�, ' Ma r. f 1w"yc::* To 6•1— sr. Low i% Sra BC• X,v. Fi, Or s>'a, 10f-75; 4,o ii' lzGA zf ' /�aIL GL -/S cL/�cr �ri.►X. � /3 Gfs. ' OB ck6e O 'William ` es PROFESSIONAL ENINERS,PLANNERS&SURVEYORS SHEET NOOF 9w' 28765 SINGLE OAK DRIVE•SUITE 250•RANCHO CALIFORNIA,CA 92390 CALCULATED BY DATE 1714)676.-8042•(714)878.7240 CHECKED BY DATE ' SCALE �441VP c4*/-cu6.4rlpVs ' G.g. .vo. 2r Co,�r� c,asTiz o - lo '�� _ lio•'p�a.) ' MAX. ANO„vC, To G G. bow Qf - /227 G/ $9 ' �Q LG- /y cw,,xr G<S� Gtr= , ' �hu•/nPJ G.g. WO- /7 Qoo = 3¢, 7 6,A5. Q,.f. C.M.R Apr- /.vt,CT o^,rivey d, /2', : 7Z ,scar C vl-77xoL - /vE/2 *X, j& L04 (Q= CG H Viz) ' G = �j.0 �• �c �.lj�/(pro/CNiNfi� ' Q- 3xGx o•5 �' _ (o.¢ ICFs. ' MAY. ?jNo,Na �.oc,t'Eo ' JOB 9 ?beri`Beiq,`William `Rost 6&,,9` ssociates PROFESSIONAL ENGINEERS,PLANNERS&SURVEYORS SHEET NO. '.� OF ' 28765 SINGLE OAK DRIVE•SUITE 250•RANCHO CALIFORNIA,CA 92390 CALCULATED By DATE 1714)67643042•(714)676.7240 CHECKED BY DATE ' SCALE c.a. No. 245 PSS RiOe 3(m� O/A. r- r4.G. PGG iNl6r g A144 AYP,,V& 3x 9.42 Aloo ve �w/TFT oleway 6s) ococ"q HYDRAULIC DESIGN, ON-GRADE CATCH BASIN Project: 7'4. ZZ9i� ' Catch Basin Number: /6 ' 10-year Discharge (from Rational Method) (cfs) : 170 (FKii src,:vr� 100-year Discharge (from Rational Method) . (cfs) : 27 8 (Fui/ srecer) ' carryover from C.B. No. N A = (cfs) : Total Design Discharge (cfs) : 2y,g - /*.olC,go C.Ee ' Flow Depth (ft) : , Street Slope: ,o07(p ' Use LACFCD Hydraulic Design Manual, Chart ' W Discharge Intercepted (cfs) : 1,5o > 14- Carryover ¢Carryover to Downstream Point (cfs) : /✓/q Facility Receiving Carryover: 1114 Fbti �o 1j55•• `-+C %7� FGow i.v Sree-Er 6oP,s To G.fS. /vo rn G.h No. /B # ####++######++##+++++#++#+#####+###########+++#+######++#+++#######+#++#### HYDRAULIC ELEMENTS - I PROGRAM PACKAGE ' (C ) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2 .7A Release Date : 6/25/88 Serial # 2349 Analysis prepared by: --TIME/DATE-OF-STUDY: -10_43-- 3/ 6/1990 DESCRIPTION OF STUDY ******+***************+++# * CAMINO ROMO ` * 100 YR. FLOW ` ' * STREET DEPTH ' >>>>STREETFLOW MODEL INPUT INFORMATION<<<< - --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = . 007600 CONSTANT STREET FLOW(CFS) = 27 . 80 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22 . 00 ' CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH (FEET) = . 50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2. 00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03125 ' CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = . 12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ------------------------------------ ' STREETFLOWMODELRESULTS : -- - - ------- NOTE: STREETFLOW EXCEEDS TOP OF CURB. ' THE FOLLOWING STREETFLOW 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 FLOWDEPTH(FEET) = . 54 HALFSTREET FLOODWIDTH(FEET) = 21 . 06 AVERAGE FLOW VELOCITY(FEET/SEC . ) = 3 .03 ' ----PRODUCT-OF-DEPTH&VELOCITY-=----1 .63------------------------------------ HYDRAULIC DESIGN ON-GRADE CATCH BASIN ' Project: -rX. Z Z 9/ fo Catch Basin Number: /y ' 10-year Discharge (from Rational Method) (cfs) : 6.. 8 100-year Discharge (from Rational Method) , (cfs) : / 3.0 ' Carryover from C.B. No. � _ (cfs) : Total Design Discharge (cfs) : �3 8 ' Flow Depth (ft) : Street Slope: . 0(0 1 ' Use LACFCD Hydraulic Design Manual, Chart ' W = 2i / Discharge Intercepted (cfs) : /O ' Carryover to Downstream Point (cfs) : 3.8 Facility Receiving Carryover: G,6. vo. 04 1 Fore aelo*l. 3S� Qin+n = 8 ¢C•F. S. G,g. No. ZO) HYDRAULIC ELEMENTS - I PROGRAM PACKAGE ' (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2 .7A Release Date: 6/25/88 Serial # 2349 ' Analysis prepared by: TIME/DATE OF STUDY: 15 : 56 3/ 6/1990 DESCRIPTION OF STUDY k * CORTE VILLOSA # * 100 YR . FLOW # ' * STREET DEPTH ' >>>>STREETFLOW MODEL INPUT INFORMATION<< ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = .060000 ' CONSTANT STREET FLOW(CFS) = 13 .81 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 ' CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH (FEET) = . 50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03125 ' CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = . 12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ------------------------------ ' STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOWDEPTH(FEET) = .39 ' HALFSTREET FLOODWIDTH(FEET) = 13. 56 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 6 .95 PRODUCT OF DEPTH&VELOCITY = 2 .69 1 1 1 ' HYDRAULIC DESIGN, ON-GRADE CATCH BASIN ' Project: TR, 7_z9/6, Catch Basin Number: 20 ' 10-year Discharge (from Rational Method) (cfs) : (p.'7 loo-year Discharge (from Rational Method) . (cfs) : /D, (p ' Carryover from C.B. No. N14 = (cfs) : o Total Design Discharge (cfs) : /o. & ' Flow Depth (ft) : . zjg Street Slope: o¢g¢ 1 ' Use LACFCD Hydraulic Design Manual, Chart LG -/¢ W = 28 Discharge Intercepted (cfs) : tCarryover to Downstream Point (cfs) : J Facility Receiving Carryover: 114 1 HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2349 ' Analysis prepared by: ' TIME/DATE OF STUDY: 13:56 3/19/1990 DESCRIPTION OF STUDY *•++}iiik#:ii#i**###+}ii+* _ * CORTE VILLOSA ' * 100 YR. FLOW * STREET DEPTH »»STREETFLOW MODEL INPUT INFORMATION«<< ---------------------------------------------------------------------------- ' CONSTANT STREET GRADE(FEET/FEET) = .048400 CONSTANT STREET FLOW(CFS) = 10.60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 ' CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOWDEPTH(FEET) _ .38 ' HALFSTREET FLOODWIDTH(FEET) = 12.94 AVERAGE FLOW VELOCITY(FEET/SEC . ) = 5.82 PRODUCT OF DEPTH&VELOCITY = 2. 18 1 1 - 1 1 HYDRAULIC DESIGN, ON-GRADE CATCH BASIN 1 1 Project: TK, ZZ114;' Catch Basin Number: y Z 1 10-year Discharge (from Rational Method) (cfs) : 4. 7 100-year Discharge (from Rational Method) . (cfs) : 23.4- Furl 1 Carryover from C.B. No. ^'q = (cfs) : o Total Design Discharge (cfs) : 23,Q -i Gi.o(C•h• r�.2�) , gq. 1 Flow Depth (ft) : . 47 Street Slope: 0/3S 1 1 Use LACFCD Hydraulic Design Manual, Chart G G-/¢ 1 W - Discharge Intercepted (cfs) : .� t /5d = ZA,� 7 Z;5. o� Carryover to Downstream Point (cfs) : N/q. Facility Receiving Carryover: N1 1 1 r ZZ z/ . 1 1 1 1 ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2349 ' Analysis prepared by: tTIME/DATE OF STUDY: 17: 35 3/ 7/1990 ' •++++,+ .,wwww++„++++„+++ DESCRIPTION OF STUDY www+ww+wwww+wwwwwwkkrkkkkk * CORTE CASTRO + ' * 100 YR. FLOW ' * STREET DEPTH w+ww+++wwww+++wwww+k+www++++wwwwwwwwwkwww++wkkw >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- ' CONSTANT STREET GRADE(FEET/FEET) _ .013500 CONSTANT STREET FLOW(CFS) = 23 .38 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ . 015000 ' CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 18 .00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ . 020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ . 50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 ' CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ . 12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES STREETFLOW MODEL RESULTS: --- ------------------------------------------------------------------------- STREET FLOWDEPTH (FEET) _ .47 ' HALFSTREET FLOODWIDTH (FEET) = 17. 50 AVERAGE FLOW VELOCITY (FEET/SEC . ) = 3.64 PRODUCT OF DEPTH&VELOCITY = 1 .70 ---------------------------------------- ---------- 1 HYDRAULIC DESIGN, ON-GRADE CATCH BASIN ' Project: TR. ZZll& Catch Basin Number: 04 ' 10-year Discharge (from Rational Method) (cfs) : 100-year Discharge (from Rational Method) . (cfs) : 7-7 ' Carryover from C.B. No. /I _ (cfs) : ; 3,¢ Total Design Discharge (of s) ' Flow Depth (ft) : Street Slope: oZ Zg ' Use LACFCD Hydraulic Design Manual, Chart LG X14' ' w = 2/ � Discharge Intercepted (cfs) ' Carryover to Downstream Point (cfs) : p ' Facility Receiving Carryover: /v/q, 1 ' 4i#**«4i+*aik#af4k**titk4+f*#*t##t#at4*44##**t##kAa###f aat#it#kt#**ai#*}##it HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial M 2349 tAnalysis prepared by: ' TIME/DATE OF STUDY: 16:28 3/19/1990 DESCRIPTION OF STUDY * CORTE VILLOSA # t * 100 YR. FLOW " * STREET DEPTH « f#f#}*:a4+**r#«i*«a#«#f*####f tat«*##aaa*f#}*«#**ta#+#****}f•#**##«**}##*#* - »»STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) = .022800 CONSTANT STREET FLOW(CFS) = 11.10 ' AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = .50 ' CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .12500 -- -FLOW-ASSUMED-TO-FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- ' STREET FLOWDEPTH(FEET) = .42 HALFSTREET FLOODWIDTH(FEET) = 15.44 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.39 ' PRODUCT OF DEPTH&VELOCITY = 1.86 1 .'' aawaaraaaar•a#arrawar•wrr••+af ra•wAaaaaaa•a#f rf as+•++aA++++i+f wA+a++r♦wa+www HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (sea) Ver. 2.7A Release Date: 6/25/88 Serial 8 2349 Analysis prepared by: 1 1 TIME/DATE OF STUDY: 13: 16 3/ 7/1990 ------------------------------------ •rarwr++raraaaraawrwaa+w:w DESCRIPTION OF STUDY •w•r•••r•w•w*r•w+aarawrr+a • KAISER PARKWAY • • 100 YR. FLOW • • STREET DEPTH r ' rr*raw•r•waaa++awararwar•rwwwarw+raaar•aaaaa••••aa••rrrrra+a•rrarawaraaa•r r•+aaarrrww••rrrr•••••••ra•a••••a••**••••wa•*arar••aaaara•raraa••aararwrwrr• ' >>>>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = . 007200 CONSTANT STREET FLOW(CFS) = 80. 62 ' AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 38. 00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .015000 ' CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = .67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03125 ' CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = . 16700 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ' --***STREET FLOWING FULL*** STREETFLOW MODEL RESULTS: ' NOTE: -STREETFLOW-EXCEEDS-TOP-OF-CURB- ----------------------------------- THE FOLLOWING STREETFLOW 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 FLOWDEPTH(FEET) = .75 yw s 67 C-441, ' HALFSTREET FLOODWIDTH(FEET) = 38 . 00 AVERAGE FLOW VELOCITY(FEET/SEC . ) = 3. 54 PRODUCT OF DEPTH&VELOCITY = 2. 64 -------- ----------------------------------------------------- ' HYDRAULIC DESIGN, ON-GRADE CATCH BASIN ' Project: Tif. 22y/6v (K'4f:;C ' O0'4&"47 �) Catch Basin Number: IZ,4 E /3.4 ' ' 10-year Discharge (from Rational Method) (cfs) : 5a Z 100-year Discharge (from Rational Method) . (cfs) : go ' Carryover from C.B. No. dIA2 = (cfs) : o Total Design Discharge (cfs) : ' Flow Depth (ft) : , 7s Street Slope: . 007Z ' Use 1ACFCD Hydraulic Design Manual, Chart ZL -/3 Discharge Intercepted (cfs Carryover to Downstream Point (cfs) : 8 �S5.L = 4G ¢ GFS. Facility Receiving Carryover: G•B. ivos /Z46 /3 Yi�7< 7 STcecr O�f�ii1 ' O. LCi' YiNT = /4.t EAx2 = 28 Z ' or, - OrT = GJFa. ,r = 5°•Z -�$.z ' `Wil/1am �Rbst (� rates JOB `l�bbelt Bwt� c`JlRVEY ' PROFESSIONAL ENGINEERS,PLANNERS 8 SURVEYORS SHEET NO. J OF 28765 SINGLE OAK DRIVE•SUITE 250•RANCHO CALIFORNIA,CA 92390 (711)6766012•(741(6767210 CALCULATED By Q DATE r7�I,t /9Y0 CHECKED BY DATE SCALE �rye w•.ea-(i2"�R� ' (Lac471e,0 4vr7Y'f4 Rer"A'4) ' Gaw /r 'c6. Ar Sfs,. iGy'47S = /23/• G3 Orrl�' , SZ ' G•�i No. /3 !t'�rtter� P.¢itKw.lY (�A57^ cu,cd) rGre.) c.Fs, (6:4'-f CIO- Nos !L��i 3A) -/2 c.00 (0Q.0110% ' c•/SA'o. rZ� Fs_ eefP aap. Gow /f yr 6Z ' a14r. /•03 OV 0 > 33¢ c A. 04� �:::::'. w�'.................... TTIER GRATING GUTTER - i::ii��u.o::o::nuii s�w.�Ne.ww.w-�•ii;•iii.:m URI 1,11119 yg:�I.wl.... TYPICAL HALF STREET •NOTES (ABOVE BASIN) a5?ti£ OF STANDARD CITY GRATINSS (STANDARD Flo Fm RAUUC 11100111 STUDIES FOR VARIOUS WAUWS w I:�n�ay�F�p,'1�.�i. � I1,1 pO�L• •Ixwtl H L THIS CHANT IS APPLICABLE M e tltl. MY Y.Yw •NLY To COW ..mOFTIONS SHOWN ON THE ABOVE SEEM, IMUM�r w.1Y... �.q�RnRM p..wN p4�.....ggqn n1�y11Y11. •... �p pRIm 1��wg1.- / Y19 1pR1.�No1Mt p a�n.�Nlal� INIMYIa �.�rYYY Y�IOII Iq�i �Y. !b1�� e mmmzmxn • nl 91 �1ppNlrya Mgnuryl' pppu IILIII�pe� Yp T� j•�Otpi SINIaUlaf �Yry�,n; .!A��/' m�YY►'AIpIMpI��.■ WYi�num�{I m11111Ma•HNYWI rfu u n1111Ym1Yrm®x/t � ENE m;=ro �»p{x��.ef. ! 4:iaEas.:E es �pTgga :��-I:r��i. �.-w M...I.N1.M....1m HOW �y...p.AA�.ry� ..iwY� YI.tl...r.. EM M .. • E;1�1 .RN pAp..p..w. � 1 =SEEMEMS 1 :p:R7t�Y[.l_._ m SIII�wI"N .N 7. prFY.YR.. _ ..Yo..nYp...vn 1 ..• tl.m ... AIn..... .. Er • ......Y.p�upGm.]w�..�!!��.y-�f�n� I.. lm .pl... yyLL .nmlwR...w . wMEMO, - ��- Tom{?="Arg EMU. 49LMI :isc---�z� IM �•a IpRARE I w:. •wo. an • nwM��.•sp•. .. .. .. ;:.� .■Y YN.i�.Y��.. ...�.�� R��,Y�� .Y..A ..�..1w.jq,: .1.1 NY Y OEM .O..•...M��NJWr• M.n1 �I.�i.J 11.1...... M..... .A _ 1.aMY.....p II.Itl OppY. Com '•••-^-�.SA97. �� .ii. .moi '�••••iiiw.�iii.��m�• GRATI CAPACITIES man. ff -NG .i " Ci . Nii�6 unlnmilpnnrn��N� _ NNunIT,MIYRnR tlnl�ilw�. n DEPARTMENT • WORKS A..I.00.....r. .tlw.. A.grn n�••iN..�.11w1.�mnq n..w._m. .NN��IIY ...]..11sYSY1I1 Itl�I� HY. STORM • - DESIGN DIVISION ....tlN.up. Pr mm IRP/11 .Ili.�r�r•upp l4 1 UCn.O.O • 5;005 MARCH.1957a�1�ltrKiller ,� •al m nUimpnt�nl IIIipYi MUI • • - - • ' Page G-28 CURB LINE GRATINGS r- i :-: -.• .: 100 I t 9'C.F 2 I 9.\P 8'C.F ;.. . _ s _�-'�--�-=--- - 90 1J� ti'— 80 ' FLOW CONCRETE - I- 1 I i --1 _ J:: - 70 GUTTERI_.... .f.. 60 GRATING & GUTTER PLAN 50 CURB UNE 20' - i --'-- 40 ' T - - T. ; 8 45, 30 45 C0 NC. GUTTER ' TYPICAL HALF STREET SECTION (ABOVE BASIN) 20 15 z I (n ' SEE a40TE 7V0. 3 a -- L .= I rt _1. - --- -- -+---.r.....: _:._•. -i to � 9 Z to uC 7 U ' --- - - 6 0 5 1! i - --- 4 I I � 3 L - --------- 2.5 I. - 1 ---.— ------.... 1 I L 1.5 )GRATINGS Q + QZ .1 .15 .2 .25 .3 4 .5 .6 7 .8 .9 1.0 1.5 2 ' D= DEPTH OF FLOW (FT) ABOVE NORMAL GUTTER GRADE ' Los Angeles County Flood Control Distr GRATING CAPACITIES To Be Used For C.B. Nos. 4, 5 & 7 ' D-14 1 1 1 1 1 ' EXHIBIT F Storm Drain Analysis 9w 1 F 0 5 1 5 P PAGE NO 1 ' RATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PAUBA ROAD A.D. 159 HEADING LINE NO 2 IS 100 YR. HYDROLOGY - (ULTIMATE CONDITION) HEADING LINE NO 3 IS - ' MAN. 1990 FILE NAME: PAUBAU.YSP 1 Uti�� Te esTA�c�S� Oaw�sr,�aA� wari.L 15u40QCI-, eu ✓A;,ov ' = o.oi8 Fbti t-c.0 .4Gre;uvvTide To oPa,�✓ — w° usE c�L v��4ry coNo,no�s. 1 1 1 1 1 1 1 ' F WATER SURFACE PROFILE - CHANNCHANNEL DEFINITION LISTING PACE 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 i 1 0 .00 4.00 50.00 3.00 3.00 .00 CD 2 1 0 .00 4.00 45.00 3.00 3.00 .00 ' CD 3 1 0 .00 4.00 40.00 3.00 3.00 .00 CD 4 1 0 .00 4.10 37,00 3.00 3.00 .00 CD 5 1 0 .00 4.30 35.00 3.00 3.00 .00 ' CD 6 1 0 .00 4.40 32.00 3.00 3.00 .00 CD 7 1 0 .00 4.60 29.00 3.00 3.00 .00 CD 8 1 0 .00 5.20 27.00 3.00 3.00 .00 CD 9 1 0 .00 5.70 24.00 3.00 3.00 .00 ' CD 10 1 0 .00 5.80 21.00 3.00 3.00 .00 CD 11 1 0 .00 6.00 18.00 3.00 3.00 .00 CD 12 1 0 .00 6,20 15.00 3.00 3.00 .00 ' CD 13 1 0 .00 10.00 11.00 .00 .00 .00 CD 14 2 0 .00 10.00 11.00 .00 CD 15 4 10.00 CD 16 4 10.00 ' CD 17 4 10.00 CD 18 4 10.00 CD 19 4 5.00 ' CD 20 4 10.00 CD 21 4 10.00 CD 22 4 4.00 ' CD 23 4 10.00 CD 24 4 10.00 CD 25 4 4.00 CD 26 4 8.00 ' CD 27 4 8.00 CD 28 4 8.00 CD 29 4 1.50 ' CD 30 4 6.00 CD 31 4 8.00 CD 32 4 1.50 ' CD 33 4 1.50 CD 34 4 8.00 CD 35 4 8.00 CD 36 4 3.00 ' CD 37 4 8.00 CD 38 4 8.00 CD 39 4 4.00 ' Cl 40 4 3.00 CD 41 4 7.00 CD 42 4 7.00 CD 43 4 4.00 ' CD 44 4 6.50 CD 45 4 6.50 CD 46 4 1.50 ' CD 47 4 6.50 CD 48 4 6.50 CD 49 4 6.50 i 1 1 FOS15P EATEN SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 2 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y U) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) 1 CODE NO TYPE PIENS WIDTH DIAMETER YIDTN DROP CD 50 4 3.00 CD 51 4 6.50 1 CD 52 4 6.50 CD 53 4 6.50 CD 54 4 6.50 1 CD 55 4 6.50 CD 56 4 1.50 CD 57 4 6.50 CD 58 4 6.50 1 CD 59 4 6.50 CD 60 4 1.50 CD 61 4 6.50 1 CD 62 4 6.50 CD 63 4 6.50 CD 64 4 6.50 1 CD 65 4 2.00 CD 66 4 6.00 CD 67 4 6.00 CD 68 4 1.50 1 CD 69 4 6.00 CD 70 4 6.00 CD 71 4 1.50 1 CD 72 4 6.00 CD 73 4 6.00 CD 74 4 6.00 1 CD 75 4 6.00 CD 76 4 1.50 CD 77 4 6.00 CD 78 4 6.00 1 CD 79 4 1.50 CD 80 4 6.00 CD 81 4 6.00 1 CD 82 4 4.00 CD 63 4 6.00 CD 84 4 6.00 CD BS 4 6.00 1 CD 66 4 1.50 CD 87 4 6.00 CD 88 4 6.00 1 CD 89 4 6.00 CD 90 4 6.00 CD 91 4 6.00 1 1 1 ' 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 W S ELEV 872.00 1170.73 1 1173.00 ELEMENT NO 2 IS A TRANSITION U/S DATA STATION INVERT SECT N ' 897.00 1171.21 2 .030 ELEMENT NO 3 IS A TRANSITION U/S DATA STATION INVERT SECT N ' 922.00 1171.71 3 .030 ELEMENT NO 4 IS A TRANSITION • + U/S DATA STATION INVERT SECT N 932.00 1171.73 4 .040 ELEMENT NO 5 IS A TRANSITION • • + U/S DATA STATION INVERT SECT N 942.00 1171.75 5 .040 ' ELEMENT NO 6 IS A TRANSITION + ■ U/S DATA STATION INVERT SECT N 952.00 1171.77 6 .040 ELEMENT NO 7 IS A TRANSITION ' U/S DATA STATION INVERT SECT N 962.00 1171.79 7 .040 ELEMENT NO 8 IS A TRANSITION ' U/S DATA STATION INVERT SECT N 972.00 1171.81 8 .040 ELEMENT NO 9 IS A TRANSITION • ' U/S DATA STATION INVERT SECT N 982.00 1171.83 9 .045 ELEMENT NO 10 IS A TRANSITION + U/S DATA STATION INVERT SECT N ' 992.00 1171.85 10 .045 ELEMENT NO 11 IS A TRANSITION * + U/S DATA STATION INVERT SECT N ' 1002.00 1171.87 11 .045 ELEMENT NO 12 IS A TRANSITION • ■ U/S DATA STATION INVERT SECT N ' 1012.91 1171.89 12 .045 ELEMENT NO 13 IS A TRANSITION U/S DATA STATION INVERT SECT N 1031.50 1171.93 13 .045 ' ELEMENT NO 14 IS A WALL EXIT U/S DATA STATION INVERT SECT 1031.50 1171.93 14 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 15 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1092.39 1172.30 15 .015 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 16 IS A REACH • ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN H 1192.48 1172.91 16 .015 .00 29.00 .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 N RADIUS ANGLE ANG PT MAN H 1249.33 1173.25 17 .015 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 18 IS A REACH • + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1701.64 1176.22 18 .015 .00 .00 .00 1 ELEMENT NO 19 IS A JUNCTION & ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1722.16 1177.29 20 19 0 .015 128.1 .0 1180.04 .00 30.00 .00 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2046.00 1179.01 21 .015 .00 .00 .00 0 ELEMENT NO 21 IS A JUNCTION + • • • * ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 2061.16 1179.14 23 22 0 .015 68.9 .0 1183.03 .00 30.00 .00 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 22 IS A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2319.26 1181.33 24 .013 .00 .00 .00 0 ELEMENT NO 23 IS A TRANSITION + ' U/S DATA STATION INVERT SECT N ' 2331.42 1183.42 27 .015 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 24 IS A REACH • + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 2917.00 1188.13 28 .013 .00 .00 .00 1 . 1 ' F 0 5 1 5 P PAGE NO 4 NATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT 80 25 IS A JUNCTION • • + • • • ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 2919.00 1188.16 30 29 0 .015 3.7 .0 1192.02 .00 90.00 .00 YARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 26 IS A REACH ' UIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3002.75 1188.93 31 .015 .00 .00 .00 0 ELEMENT NO 27 IS A JUNCTION • • * + * ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 3013.90 1189.02 34 32 33 .015 8.1 4.0 1191,.17 1191.17 45.00 45.00 YARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT 80 28 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3674.47 1195.28 35 .015 .00 18.00 .00 0 ELEMENT NO 29 IS A JUNCTION * + • • + " ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 3690.13 1195.40 37 36 0 .015 61.1 .0 1197.05 .00 30.00_ .00 YARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION !UMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 30 IS A REACH + • + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4848.70 1204.90 38 .015 .00 18.00 .00 0 ELEMENT NO 31 IS A JUNCTION • * • • ` U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' . 4863.86 1206.03 41 39 40 .015 84.2 20.0 1207.07 1207.61 30.00 30.00 YARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 32 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 5536.55 1212.22 42 .015 .00 10.00 .00 1 ELEMENT NO 33 IS A JUNCTION + ' ' ' • ` ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 5551.71 1212.66 44 43 0 .015 62.1 .0 1214.27 .00 30.00 .00 ' F 0 S 1 5 P PAGE NO 5 WATER SURFACE PROFILE - ELEMENT CARD LISTING WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 34 IS A REACH + • + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 5619.00 1214.25 45 .013 .00 5.00 .00 0 ELEMENT NO 35 IS A JUNCTION ` * • ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 5621.00 1214.27 47 46 0 .015 12.7 .0 1216.80 .00 45.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 36 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 5651.87 1214.57 48 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 37 IS A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE AMC PT MAN H 6074.00 1218.45 49 .013 .00 .00 .00 1 ' ELEMENT NO 38 IS A JUNCTION • • • • ` U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 6077.00 1218.46 51 50 0 .015 26.4 .0 1221.02 .00 30.00 .00 YARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 39 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6085.66 1218.49 52 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 40 IS A REACH • ` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' e�ec,w L1,v C 'A ' -P. 6139.07 1219.58 53 .013 (TR• Z29/(o) .00 24.00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 41 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 6156.35 1219.75 54 .015 .00 22.00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 42 IS A REACH • • + ' U/5 DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6164.00 1219.82 55 .015 .00 .00 .00 0 ELEMENT NO 43 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 6165.50 1219.83 57 56 0 .015 3.9 .0 1222.81 .00 90.00 .00 1 ' F 0 5 1 5 P PAGE NO 6 RATER SURFACE PROFILE - ELEMENT CARD LISTING YARNING - ADJACENT SECTIONS ARE NOT.IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 44 IS A REACH • • • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6241.85 1220.59 58 .015 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 45 IS A REACH ' + • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANC PT MAN H 6266.27 1220.83 59 .015 .00 33.00 .00 0 ELEMENT NO 46 IS A JUNCTION + + • • ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 LAr 'A-Z' 6271.43 1220.89 61 60 0 .015 5.6 .0 1223.00 .00 60.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 47 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6312.54 1221.38 62 .015 .00 51.00 .00 0 ' YARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 48 IS A REACH • ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6611.54 1224.97 63 .015 .00 .00 .00 0 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 49 IS A REACH • ' U/S DATA STATION INVERT SECT M RADIUS ANGLE ANG PT MAN H ' 6759.22 1226.74 64 .015 .00 28.00 .00 0 ELEMENT NO 50 IS A JUNCTION • • + • + La T'A-3' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVER7-3 INVERT-4 PHI 3 PHI 4 ' 6766.38 1227.39 66 6S 0 .015 18.2 .0 1229.08 .00 60.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 51 ISA REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 6805.00 1228.75 67 .015 .00 7.00 .00 0 ELEMENT NO 52 IS A JUNCTION • • • + • • • 1,4-r. 'A-4' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 6806.50 1228.77 69 68 0 015 3.5 .0 1231.00 .00 90.00 .00 F 0 5 1 5 P PAGE NO 7 ' WATER SURFACE PROFILE - ELEMENT CARD LISTING WARNING - ADJACENT SECTIONS ARE MOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 53 IS A REACH + + + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE AN PT MAN H 6815.00 1229.10 70 .015 .00 2.00 .00 0 ELEMENT NO 54 IS A JUNCTION ' LAj. A-4•I' U/S DATA STATION INVERT SECT LAT-i LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 6816.50 1229.15 72 71 0 .015 3.4 .0 1231.35 .00 90.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AMD CHANNEL DEFINITIONS ELEMENT NO 55 IS A REACH + • • ' U/S DATA STATION INVERT SECT N RADIUS ANGLE AMG PT MAN H 7077.24 1238.29 73 .015 .00 51.00 .00 1 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIORS ' ELEMENT NO 56 IS A REACH • • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAH H 7317.04 1242.61 74 .015 .00 47.00 .00 0 ' WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 57 IS A REACH * ' • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 7340.00 1243.00 75 .015 .00 .00 .00 0 ' ELEMENT NO 58 IS A JUNCTION + + • ' ' " U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 7342.00 1243.10 77 76 0 .015 8.0 .0 1245.28 .00 90.00 .00 ' WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 59 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE AN PT MAN H 7352.00 1243.20 78 .015 .00 .00 .00 0 ' ELEMENT NO 60 IS A JUNCTION • • • • ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 7353.50 1243.30 80 79 0 .015 4.8 .0 1245.50 .00 90.00 .00 ' WARNING ADJACERT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 61 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 7420.00 1244.46 81 .015 .00 .00 .00 0 1 ' F 0 5 1 5 P PAGE NO 8 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 62 IS A JUNCTION U/S DATA STATION INVENT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 7434.16 1244.66 83 82 0 .015 53.3 .0 1246.37 .00 30.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 63 IS A REACH + • ' U/S DATA STATION INVENT SECT N RADIUS ANGLE AN PT MAN H 7551.32 1245.27 91 .015 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 64 IS A REACH + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 7664.36 1245.86 85 .015 .00 15.00 .00 0 ELEMENT NO 65 IS A JUNCTION • • + ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 7669.52 1245.88 87 86 0 .015 4.9 .0 1248.11 .00 45.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 66 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 8022.76 1247.58 88 .015 .00 46.00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 67 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 8084.74 1247.87 89 .015 .00 .00 .00 0 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 68 IS A SYSTEM HEADVORKS U/S DATA STATION INVERT SECT V S ELEV ' 8084.74 1247.87 90 .00 fif111fiNUlff�fffbNHfN Nfff fflf•lfiN♦ffff H fff NlflfflHfHffflNfft if This softrare prepared for: Robert Bain, Villiat Frost 6 Associates t 1HtHfflfllflN N1111f11fl1ff•f llf tiff li Nf Hff11f t1f 1f♦♦ffff�f N if♦kkf It N! •+ WARNING NO. 2 •• WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDVKDS, W.S.ELEV = INV • DC 1 F0515P PAGE 1 ' WATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NAME: PAUBAU.VSP ' STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEN SO SF AVE HF NORM DEPTH ZR fHif fff llflflllMltlNfflltlMlflllH HHllf HflHHIf llffll*;;***1 lM llflH HlfH1HlHf1fH1H 11 NlHHf!!f♦if 1f1f 1f 1f1HNlf ff lff 872.00 1170.73 1.589 1172.319 891.9 10.25 1.632 1173.951 .00 2.056 4.00 50.00 3.00***; .0 TRANS STR .01920 .024990 .62 3.00 ' 897.00 1111.21 1.731 1172.941 891.9 10.16 1.635 1114.576 .00 2.189 4.00 45.00 3.00 0 .0 TRANS STR .02000 .017210 .43 3.00 922.00 1171.71, 2.342 1174.052 891.9 8.10 1.018 1175.070 .00 2.342 4.00 40.00 3.00 0 .0 TRANS STR .00200 .016448 .16 3.00 ' 932.00 1171.73 2.645 1174.375 691.9 7.50 .874 1175.249 .00 2.447 4.10 37.00 3.00 0 .0 TRANS STR .00200 .013438 .13 3.00 942.00 1171.75 2.806 1174.556 891.9 7.32 .832 1175.388 .00 2.524 4.30 35.00 3.00 0 .0 ' TRANS STN .00200 .013496 .13 3.00 952.00 1171.77 2.842 1174.612 891.9 7.74 .931 1175.543 .00 2.648 4.40 32.00 3.00 0 .0 TRANS STN .00200 .015274 .15 3.00 962.00 1171.79 2.876 1174.666 891.9 8.24 1.055 1175.721 .00 2.788 4.60 29.00 3.00 0 .0 ' TRANS STH .00200 .015373 .15 3.00 971.00 1171.81 3.075 1174.885 891.9 8.01 .995 1175.880 .00 2.891 5.20 27.00 3.00 0 .0 TRANS STR .00199 .019222 .19 3.00 ' TRANS STH .00200 3.00 992.00 1171.85 2.641 1174.491 891.9 11.67 2.116 1176.607 .00 3.253 5.80 21.00 3.00 0 .0 TRANS STH .00200 .063638 .64 3.00 1002.00 1171.87 2.487 1174.357 891.9 14.08 3.080 1177.437 .00 3.471 6.00 18.00 3.00 0 .0 ' TRANS STR .00184 .106582 1.16 3.00 1 F0515P PAGE 2 NATER SURFACE PROFILE LISTING ' PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAN. 1990 FILE MAKE: PAUBAU.WSP ' STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL IGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID 10. PIER L/ELEM SO SF AVE RF NORM DEPTH ZR HHiH H•Hllf ltilf HlfHlHaHff1HHHHfHtf Nf HfiHaH♦ff HHHaH Hflfi Hf/1H1H tt li H•HH HtlH HlfIHaH HHlH1HalHH 1012.91 1171.89 2.329 1174.219 891.9 17.41 4.708 1178.927 .00 3.722 6.20 15.00 3.00 0 .0 ' TRANS STR .00215 .088882 1.65 3.00 1031.50 1171.93 5.891 1177.821 891.9 13.76 2.942 1180.763 .00 5.891 10.00 11.00 .00 0 .0 ' WALL EXIT .00 1031.50 1171.93 5.891 1177.821 891.9 13.76 2.942 1180.763 .00 5.891 10.00 11.00 .00 0 .0 1031.50 1171.93 6.721 1178.651 891.9 15.89 3.920 1182.571 .00 7.202 10.00 .00 .00 0 .0 60.89 .00608 .006189 .38 6.755 .00 ' 1092.39 1172.30 6.699 1178.999 891.9 15.95 3.949 1182.948 .00 7.202 10.00 .00 .00 0 .0 100.09 .00609 .006292 .63 6.748 .00 1192.48 1172.91 6.642 1179.552 891.9 16.10 4.026 1183.578 .00 7.202 10.00 .00 .00 0 .0 56.85 .00598 .006461 .37 6.795 .00 1249.33 1173.25 6.574 1179.824 891.9 16.29 4.122 1183.946 .00 7.202 10.00 .00_ .00 0 .0 243.09 .00657 .006511 1.58 6.570 .00 ' 1492.42 1174.85 6.605 1181.451 891.9 16.20 4.077 1185.528 .00 7.202 10.00 .00 .00 0 .0 184.15 .00657 .006111 1.13 6.570 .00 1676.57 1176.06 6.892 1182.947 891.9 15.45 3.706 1186.654 .00 7.202 10.00 .00 .00 0 .0 25.07 .00657 .005447 .14 6.570 .00 ' 1701.64 1176.22 7.202 1183.422 891.9 14.73 3.368 1186.790 .00 7.202 10.00 .00 .00 0 .0 JUNCT STR .05215 .004052 .08 .00 1722.16 1177.29 8.009 1185.299 763.8 11.33 1.993 1187.292 .00 6.655 10.00 .00 .00 0 .0 48.69 .00531 .003050 .15 6.349 .00 1770.85 1177.55 7.796 1185.345 763.8 11.63 2.099 1187.444 .00 6.655 10.00 .00 .00 0 .0 1 F0515P PAGE 3 WATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR, 1990 FILE NAME: PAUBAU.WSP ' STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ' fltfHHifHHHHflH fff HftlfflH Hf H1H tlflHllHH•Htff HlHflfaH•RHfff HfHHitf♦HHHHfHlHtHffflaftHHHHlf if if fll HYDRAULIC JUMP .OU 1770.85 1177.55 5.648 1183.197 763.8 16.70 4.331 1187.528 .00 6.655 10.00 .00 .00 0 .0 1.94 .00531 .007610 .01 6.349 .00 ' 1772.79 1177.56 5.644 1183.203 763.8 16.72 4.338 1187.541 .00 6.655 10.00 .00 .00 0 .0 78.18 .00531 .008123 .64 6.349 .00 1850.97 1177.97 5.430 1183.404 763.8 17.53 4.772 1188.176 .00 6.655 10.00 .00 .00 0 .0 ' 70.40 .00531 .009206 .65 6.349 .00 1921.37 1178.35 5.227 1183.575 763.8 18.39 5.250 1188.825 .00 6.655 10.00 .00 .00 0 .0 64.48 .00531 .010443 .67 6.349 .00 ' 1985.85 1178.69 5.033 1183.724 763.8 19.28 5.775 1189.499 .00 6.655 10.00 .00 .00 0 .0 60.15 .00531 .011858 .71 6.349 .00 2046.00 1179.01 4.849 1183.859 763.8 20.23 6.352 1190.211 .00 6.655 10.00 .00 .00 0 .0 JUNCT SSR .00858 .013865 .11 .00 ' 2061.16 1179.14 4.363 1183.503 694.9 21.11 6.918 1190.421 .00 6.338 10.00 .00 .00 0 .0 142.26 .00848 .012106 1.72 4.740 .00 2203.42 1180.35 4.214 1184.561 694.9 22.10 7.581 1192.142 .00 6.338 10.00 .00 .00 0 .0 ' 115.84 .00848 .013752 1.59 4.740 .00 2319.26 1181.33 4.066 1185.396 694.9 23.17 8.340 1193.736 .00 6.338 10.00 .00 .00 0 .0 TRANS STB .17188 .015048 .18 .00 2730.73 1186.63 5.883 1192.515 694.9 17.54 4.776 1197.291 .00 6.665 8.00 .00 .00 0 .0 ' 1 F0515P PAGE 4 MATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 ' 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NAME: PAUBAU.VSP STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOV ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO IF AVE HF NORM DEPTH ZR aaafa:aatata♦•taffftfttft tf tfftaartatffta:•ftfa+arfatt•taataatattuf:atartrfata t••arr:ata aaaaratr••ratftaataatttaar ataaaa»arf arrtf 139.95 .00804 .006941 .97 5.663 .00 ' 2870.68 1187.76 6.163 1193.920 694.9 16.72 4.342 1198.262 .00 6.665 8.00 .00 .00 0 .0 46.32 .00804 .006255 .29 5.663 .00 2917.00 1188.13 6.475 1194.605 694.9 15.94 3.947 1198.552 .00 6.665 8.00 .00 .00 0 .0 JUNCT STH .01501 .008255 .02 •00 2919.00 1188.16 6.181 1194.341 691.2 16.59 4.271 1198.612 .00 6.650 8.00 .00 .00 0 .0 54.13 .00919 .008407 .46 6.000 .00 2973.13 1188.66 6.317 1194.975 691.2 16.23 4.093 1199.068 .00 6.650 8.00 .00 .00 0 .0 ' 29.62 .00919 .007837 .23 6.000 .00 3002.75 1188.93 6.650 1195.580 691.2 15.48 3.720 1199.300 .00 6.650 8.00 .00 .00 0 .0 JUNCT STH .00807 .006924 .08 .00 ' 3013.90 1189.02 7.430 1196.450 679.1 13.95 3.022 1199.472 .00 6.599 8.00 .00 .00 0 .0 3.18 .00948 .006389 .02 5.838 .00 3017.08 1189.05 7.407 1196.457 679.1 13.98 3.034 1199.491 .00 6.599 8.00 .00 .00 0 .0 ' HYDRAULIC JUMP .00 3017.08 1189.05 5.838 1194.888 679.1 17.28 4.636 1199.524 .00 6.599 8.00 .00 .00 0 .0 206.00 .00948 .009476 1.95 5.838 .00 3223.08 1191.00 5.838 1196.840 679.1 17.28 4.636 1201.476 .00 6.599 8.00 .00 .00 0 .0 ' 317.93 .00948 .009208 2.93 5.838 .00 3541.01 1194.02 5.982 1199.997 679.1 16.85 4.406 1204,403 .00 6.599 8.00 .00 .00 0 .0 112.26 .00948 .008492 .95 5.838 .00 ' 3653.27 1195.08 6.271 1201.351 679.1 16.06 4.006 1205.357 .00 6.599 8.00 .00 .00 0 .0 1 F0515P PAGE 5 MATER SURFACE PROFILE LISTING ' PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NAME: PAUBAU.VSP STATION INVERT DEPTH M.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO IF AVE HF NORM DEPTH ZR •rraaarrrraattaaaf Carta ta•n atftaaaa••ruaat:•taxa rtaatatuttaa+a•rr taaaaat+aa•:aa•a�ra taaa uaraatatrrrrtatarrarfaaatratutsaa:aa ' 21.20 .00948 .007672 .16 5,838 .00 3674.47 1195.28 6.599 1201.879 679.1 15.31 3.641 1205.520 .00 6.599 8.00 .00 .00 0 .0 JUNCT In .00766 .006705 .10 .00 3690.13 1195.40 8.122 1203.522 618.0 12.19 2.341 1105.869 .00 6.322 8.00 .00 ,00 0 .0 ' 85.76 .00820 .006083 .52 5.736 .00 3775.89 1196.10 8.000 1204.103 618.0 12.29 2.347 1206.450 .00 6.322 8.00 .00 .00 0 .0 202.55 .00920 .005701 1.15 5.736 .00 ' 3978.44 1197.76 7.258 1205.022 618.0 12.89 2.582 1207,604 .00 6.322 8.00 .00 .00 0 .0 50.45 .00820 .005470 .28 5.736 .00 4028.89 1198.18 6.944 1205.122 618.0 13.34 2.761 1207.884 .00 6.322 8,00 .00 .00 0 .0 ' HYDRAULIC JUMP .00 4028.89 1198.18 5.736 1203.914 618.0 16.02 3.986 1207.900 .00 6.322 8.00 .00 .00 0 .0 346.55 .00820 .008199 2.84 5.736 .00 4375.44 1201.02 5.736 1206.755 618.0 16.02 3.986 1210.741 .00 6.322 8.00 .00 .00 0 .0 ' 266.29 .00820 .008160 2.17 5.736 .00 4641.73 1203.20 5.757 1208.960 618.0 15.96 3.954 1212.914 .00 6.322 8.00 .00 .00 0 10 182.85 .00820 .007700 1.41 5.736 .00 ' 4824.58 1204.70 6.025 1210.727 618.0 15.22 3.595 1214.322 .00 6.322 8.00 .00 .00 0 .0 24.12 .00820 .006917 .17 5.736 .00 4848.70 1204.90 6.322 1211.222 618.0 14.51 3.267 1214.489 .00 6.322 8.00 .00 .00 0 .0 ' JUNCT STH .07454 .00 4863.86 1206.03 S.542 1211.572 513.8 15.72 3.839 1215.411 .00 5.910 7.00 .00 .00 0 .0 1 F0515P PAGE 6 RATFR SURFACE PROFILE LISTING 100 YR. HYDROLOGY - (ULTIMATE CONDITION) NAB. 1990 FILE NAME: PAUBAU.VSP STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ELEV OF FLOV ELEV HEAD GRD.EL. ELEV DEPTH DIA ID 90. PIER ' L/ELEM SO SF AVE HE NORM DEPTH ZR ...460'33....00920..................................:.....009203 ....4.29............•........5*542.................:..0 0 .......... ' 5324.19 1210.27 5.542 1215.808 513.8 15.72 3.839 1219.647 .00 5.910 7.00 .00 .00 0 .0 212.36 .00920 .009337 1.98 5.542 .00 5536.55 1111.22 5.466 1217.686 513.8 15.94 3.944 1221.630 .00 5.910 7.00 .00 .00 0 .0 JUNCT STR .04222 .012078 .18 .00 ' 5551.71 1112.86 4.481 1217.341 451.7 18.52 5.324 1222.665 .00 5.614 6.50 .00 .00 0 .0 27.46 .02066 .010441 .29 3.627 .00 5579.17 1213.43 4.679 1218.106 451.7 17.66 4.844 1222.950 .00 5.614 6.50 .00 .00 0 .0 ' 19.65 .02066 .009341 118 3.627 .00 5598.82 1213.83 4.897 1218.730 451.7 16.84 4.403 1223.133 .00 5.614 6.50 .00 .00 0 .0 13.07 .02066 .008393 .11 3.627 .00 5611.89 1214,10 5,137 1219.140 451.7 16.06 4.003 1223,243 .00 5,614 6.50 .00 .00 0 .0 7.11 .02066 .007594 .05 3.627 .00 5619.00 1114.25 5.408 1219.658 451.7 15.31 3.639 1223.297 .00 5.614 6.50 .00 .00 0 .0 JUNCT STR .01001 .010871 .02 .00 5621.00 1214.27 4.723 1218.993 439.0 17.00 4.487 1223.480 .00 5.552 6.50 .00 .00 0 .0 30.87 .00972 .009051 .28 4.601 .00 5651.87 1114.57 4.743 1219.313 439.0 16.92 4.446 1123.759 .00 5.552 6.50 .00 .00 0 .0 130.40 .00919 .008916 1.16 4.703 .00 5782.27 1215.77 4.780 1220.549 439.0 16.78 4.373 1224.921 .00 5.552 6.50 .00 .00 0 .0 209.03 .00919 .008380 1.75 4.703 .00 5991.30 1217.69 5.008 1222.698 439.0 16.00 3.975 1226.673 .00 5.552 6.50 .00 .00 0 .0 ' 1 F0515P PAGE 7 VATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NINE: PAUBAU.VSP STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL NGS/ BASE/ ZL NO AVBPR. LEV 1 .....a...a...E. s OF FfOV....ELEV ..«..................:..HEAD ...GRDA'i...ELEV ....DEPTH ..:..........D.�i.a...D.NO. ..:.....PIER ..... L/ELEM SO SF AVE HF NORM DEPTH ZR 66.10 .00919 .007551 .50 4.703 .00 ' 6057.40 1218.30 5.261 1223.558 439.0 15.26 3.614 1227.172 00 5.552 6.50 .00 .00 0 .0 16.60 .00919 .006864 .11 4.703 .00 6074.00 1218.45 5.552 1214.002 439.0 14.54 3.284 1227.286 .00 5.552 6.50 .00 .00 0 .0 ' JUNCT STR .00334 .008488 .03 .00 6077.00 1218.46 6.713 1125.173 412.6 12.43 2.401 1227.574 .00 5.410 6.50 .00 .00 0 .0 8.66 .00347 .006194 .05 6.500 .00 ' 6085.66 1218.49 6.736 1215.226 411.6 12.43 2.401 1217.627 .00 5.410 6.50 .00 .00 0 O 29.63 .02041 .006161 .18 3.443 .00 6115.29 1219.09 6.500 1225.595 412.6 12.43 2.401 1227.996 .00 5.410 6.50 .00 .00 0 .0 19.59 .02041 .005741 .11 3.443 .00 ' 6134.88 1219.49 6.069 1225.564 412.6 12.80 2.543 1228.107 .00 5.410 6.50 .00 .00 0 .0 HYDRAULIC JUMP .00 6134.88 1219.49 4.784 1224.279 412.6 15.76 3.857 1228.136 .00 5.410 6.50 .00 .00 0 .0 ' 4.19 .02041 .007630 .03 3.443 .00 6139.07 1219.58 4.868 1224.448 412.6 15.48 3.720 1228.168 .00 5.410 6.50 .00 .00 0 .0 17.28 .00984 .009957 .17 4.891 .00 6156.35 1219.75 4.865 1224.615 412.6 15.49 3.726 1228.341 .00 5.410 6.50 .00 .00 0 .0 ' 7.65 .00914 .009992 .08 5.056 .00 6164.00 1219.82 4.854 1224.674 412.6 15.53 3.743 1228.417 .00 5.410 6.50 .00 .00 0 .0 JUNCT STR .00667 .010489 .02 .00 ' 6165.50 1219.83 4.642 1224.472 408.7 16.12 4.034 1228.506 .00 5.387 6.50 .00 .00 0 .0 1 F0515P PAGE 8 VATER SURFACE PROFILE LISTING ' PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NAME: PAUBAU.VSP ATATTAN TVVFRT nPM V.A. 0 VFT. VFT. FNFRGT ABPFR CVTTTCGt. RCT/ RA.SF/ ZL NO AVBPR L/ELEM SO SF AVE HF NORM DEPTH ZR HfffH 76.35 HfMHiflfff11H 1Mffiffff HtiflHNkHftiffffiftfflHff Htftlf fffHHlf tiH Hftfyff•ffl Hfff Hfff HIfHMHHH Hff Hfl Hl .00995 .011302 .86 4.828 .00 6241.85 1220.59 4.535 1225.125 408.7 16.53 4.244 1229.370 .00 5.387 6.50 .00 .00 0 .0 ' 24.42 .00983 .011797 .29 4.854 .00 6266.27 1220.83 4.490 1225.320 408.7 16.71 4.337 1229.657 .00 5.387 6.50 .00 .00 0 .0 JUNCT STB .01164 .012504 .06 .00 6271.43 1220.89 4.303 1225.193 403.1 17.29 4.641 1219.834 .00 5.355 6.50 .00 .00 0 .0 ' 41.11 .01192 .013214 .54 4.449 .00 6312.54 1221.38 4.267 1225.647 403.1 17.45 4.730 1230.377 .00 5.355 6.50 .00 .00 0 .0 13.28 .01201 .013424 .18 4.437 .00 ' 6325.82 1221.54 4.255 1225.794 403.1 17.51 4.761 1230.555 .00 5.355 6.50 .00 .00 0 .0 130.78 .01201 .014332 1.87 4.437 .00 6456.60 1223.11 4.083 1227.192 403.1 18.37 5.237 1232.429 .00 5.355 6.50 .00 .00 0 .0 ' 87.05 .01201 .016162 1.41 4.437 .00 6543.65 1224.16 3.921 1228.076 403.1 19.26 5.761 1133.837 .00 5.355 6.50 .00 .00 0 .0 67.89 .01201 .018259 1.24 4.437 .00 6611.54 1224.97 3.769 1228.739 403.1 20.20 6.338 1235.077 .00 5.355 6.50 .00 .00 0 .0 ' 54.38 .01199 .020608 1.12 4.440 .00 6665.92 1225.62 3.630 1229.252 403.1 21.15 6.948 1236.199 .00 5.355 6.50 .00 .00 0 .0 49.34 .01199 .023191 1.15 4.440 .00 ' 6715.26 1226.21 3.493 1229.706 403.1 22.18 7.642 1237.348 .00 5.355 6.50 .00 .00 0 .0 43.96 .01199 .026404 1.16 4.440 .00 6759.21 1226.74 3.363 1230.103 403.1 23.27 8.407 1238.510 .00 5.35S 6.50 .00 .00 0 .0 ' 1 F0515P PAGE 9 PATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) ' MAR. 1990 FILE NAME: PAUBAU.WSP STATION INVERT DEPTH R.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID 10. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR fH1H NHH M•HHNlf1HHHlf HfffHMiHH1N1f•H11f•ffflffflflflfiNlf HflffllHNlflfff!l HfNN Nfffff if H♦fl Hff Hflf Hfff JUNCT STR .09079 .029016 .21 .00 6766.38 1227.39 3.370 1230.760 384.9 23.54 8.605 1239.365 .00 5.262 6.00 .00 .00 0 .0 ' 38.62 .03521 .029361 1.13 3.206 .00 6805.00 1228.75 3.414 1232.164 384.9 23.17 8.336 1240.500 .00 5.262 6.00 .00 .00 0 .0 JUNCT STR .01335 .029384 .04 .00 6806.50 1228.77 3.349 1232.119 381.4 23.51 8.579 1240.698 ..00 5.244 6.00 .00 .00 0 .0 8.50 .03882 .029809 .25 3.096 .00 6815.00 1229.10 3.363 1232.463 381.4 23.38 8.489 1240.952 .00 5.244 6.00 .00 .00 0 .0 ' JUNCT STB 03337 .030156 .05 .00 6816.50 1229.15 3.307 1232.457 378.0 23.66 8.694 1241.151 .00 5.226 6.00 .00 .00 0 .0 8.83 .03505 .030590 .27 3.176 .00 6825.33 1229.46 3.314 1231.773 378.0 23.59 8.643 1241.416 .00 5.226 6.00 .00 .00 0 .0 ' 102.80 .03505 .028694 2.95 3.176 .00 6928.13 1233.06 3.446 1236.509 378.0 22.49 7.857 1244.366 .00 5.226 6.00 .00 .00 0 .0 59.43 .03505 .025358 1.51 3.176 .00 ' 6987.56 1235.15 3.584 1138.730 378.0 21.45 7.143 1245.873 .00 5.226 6.00 .00 .00 0 .0 39.82 .03505 .022438 .89 3.176 .00 7027.38 1236.54 3.731 1240.273 378.0 20.45 6.494 1246.767 .00 5.226 6.00 .00 .00 0 .0 ' 28.58 .03505 .019889 .57 3.176 .00 7055.96 1237.54 3.888 1241.432 378.0 19.50 5.904 1247.336 .00 5.226 6.00 .00 .00 0 .0 21.28 .03505 .017664 .38 3.176 .00 7077.24 1238.29 4.055 1242.345 378.0 18.59 5.367 1247.712 .00 5.226 6.00 .00 .00 0 .0 ' 1 F0515P PAGE 10 WATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 ' 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NAME: PAUBAU.WSP STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR pe�t��wy so OF FLOW ELEV SF AVE GRD�..E..L. ELEV DEPTH NORM pp������ DIA ID NO. 99TT PIER ' ♦1H`!klHlflfl Nffff Hlf HkfffffffNHflH ftf HfNfffif Hf.ffAWEffffff�tflf Hf HfHH•Hff H`l�f HffffiNHHH1f�HUkllf Hf 35.42 .01801 .016467 S8 3.939 .00 111...00 1"0.:G z..0d u J.o.. ,..a.. J..... ..I....i ... ..._ ... ' 115.57 .01801 .015425 1.78 3.939 .00 7218.23 1241.01 4.264 1245.274 378.0 17.59 4.801 1250.076 .00 5.226 6.00 .00 .00 0 .0 56.81 .01801 .013780 .78 3.939 .00 ' 7285.04 1242.03 4.460 1246.493 378.0 16.77 4.366 1250.859 .00 5.226 6.00 .00 .00 0 .0 32.00 .01801 .011363 .40 3.939 .00 7317.04 1242.61 4.676 1247.286 378.0 15.99 3.969 1251.255 .00 5.226 6.00 .00 .00 0 .0 4.93 .01699 .011603 .06 4.023 .00 ' 7321.97 1242.69 4.717 1247,411 378.0 15.85 3.901 1251.313 .00 5.226 6.00 .00 .00 0 .0 18.03 .01699 .010966 .20 4.023 .00 7340.00 1243.00 4.963 1247.963 378.0 15.11 3.547 1251.510 .00 5.226 6.00 .00 .00 0 .0 ' JUNCT SIR .04999 .011284 .02 .00 7342.00 1243.10 4.514 1247.614 370.0 16.21 4.082 1251.696 .00 5.184 6.00 .00 .00 0 .0 10.00 .01000 .012211 .12 4.963 .00 7352.00 1243.20 4.489 1247.689 370.0 16.31 4.130 1251.819 .00 5.184 6.00 .00 .00 0 .0 ' JUNCT STB .06673 .012606 .02 .00 7353.50 1243.30 4.349 1247.649 365.2 16.64 4.298 1251.947 .00 5.157 6.00 .00 .00 0 .0 18.23 .01744 .012620 .23 3.889 .00 ' 7371.73 1243.62 4.435 1248.053 365.2 16.30 4.124 1252.177 .00 5.157 6.00 .00 .00 0 .0 28.36 .01744 .011696 .33 3.889 .00 7400.09 1244.11 4.647 1248.760 365.2 15.54 3.749 1252.510 .00 5.157 6.00 .00 .00 0 .0 ' 1 FOS15P PAGE 11 WATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) ' NAR. 1990 FILE NAME: PAUBAU.YSP STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ _ ZL NO AVBPR ELEV OF FLOP ELEV HEAD GRO.EL. ELEV DEPTH DIA ID NO. PIER ' ELEMSOSF�AVE HF�a��������•:�������:NORM DEPTH ZR��ta�����a� 15.07 .01744 .010547 .16 3.889 .00 7415.16 1244.38 4.884 1249.259 365.2 14.82 3.409 1252.668 .00 5.157 6.00 .00 .00 0 .0 ' 4.84 .01744 .009599 .05 3.889 .00 7420.00 1244.46 5.157 1249.617 365.2 14.12 3.098 1252.715 .00 5.157 6.00 .00 .00 0 .0 JUNCT STE 01413 .008198 .12 .00 ' 7434.16 1244.66 6.819 1251.479 311.9 11.03 1.890 1253.369 .00 4.820 6.00 .00 .00 0 .0 117.16 .00521 .007221 .85 6.000 .00 7551.32 1245.27 7.055 1252.325 311.9 11.03 1.890 1254.215 .00 4.820 6.00 .00 .00 0 .0 ' 113.04 .00522 .007221 .82 6.000 .00 7664.36 1245.86 7.436 1253.296 311.9 11.03 1.890 1255.186 .00 4.820 6.00 .00 .00 0 .0 JUNCT STR .00388 .007109 .04 .00 7669.52 1245.88 7.560 1253.440 307.0 10.86 1.831 1255.271 .00 4.785 6.00 .00 .00 0 .0 ' 353.24 .00481 .006996 2.47 6.000 .00 8022.76 1247,56 8,593 1256,173 307,0 10.86 1.831 1258.004 .00 4.785 6.00 .00 .00 0 .0 61.98 .00468 .006996 .43 6.000 .00 ' 8084.74 1247.87 8.736 1256.606 307.0 10.86 1.831 1258.437 .00 4.785 6.00 .00 .00 0 Q . 1 1 ' Gcc r�roG: auc..ay� ' F 0 5 1 5 P PAGE NO 1 ' WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS PAUBA ROAD A.D. 159 HEADING LINE NO 2 IS - ' 100 YR. HYDROLOGY - (ULTINATE CONDITION) HEADING LINE NO 3 IS - MAR. 1990 wirrhri c.C.P 4 16AW47✓6. rk&S a 1 1 t 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) Yl4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP ' CD 1 1 0 .00 4.00 50.00 3.00 3.00 .00 CD 2 1 0 .00 4.00 45.00 3.00 3.00 .00 CD 3 1 0 .00 4.00 40.00 3.00 3.00 .00 ' CD 4 1 0 .00 4.10 31,00 3.00 3.00 .00 CD 5 1 0 .00 4.30 35.00 3.00 3.00 .00 CD 6 1 0 .00 4.40 32.00 3.00 3.00 .00 CD 7 1 0 .00 4.60 29.00 3.00 3.00 .00 ' CD 8 1 0 .00 5.20 27.00 3.00 3.00 .00 CD 9 1 0 .00 5.70 24.00 3.00 3.00 .00 CD 10 1 0 .00 5.80 21.00 3.00 3.00 .00 ' CD 11 1 0 .00 6.00 18.00 3.00 3.00 .00 CD 12 1 0 .00 6.20 15.00 3.00 3.00 .00 CD 13 1 0 .00 10.00 11.00 .00 .00 .00 ' CD 14 2 0 .00 10.00 11.00 .00 CD 15 4 10.00 CD 16 4 10.00 CD 17 4 10.00 ' CD 18 4 10.00 CD 19 4 5.00 CD 20 4 10.00 ' Cl 21 4 10.00 CD 22 4 4.00 CD 23 4 10.00 CD 24 4 10.00 ' CD 25 4 4.00 CD 26 4 8.00 CD 27 4 8.00 ' CD 28 4 8.00 CD 29 4 1.50 CD 30 4 8.00 ' CD 31 4 8.00 CD 32 4 1.50 CD 33 4 1.50 CD 34 4 8.00 CD 35 4 8.00 CD 36 4 3.00 CD 37 4 8.00 ' CD 38 4 8.00 CD 39 4 4.00 CD 40 4 3.00 CD 41 4 7.00 ' CD 42 4 7.00 CD 43 4 4.00 CD 44 4 6.50 ' CD 45 4 6.50 CD 46 4 1.50 CD 47 4 6.50 ' CD 48 4 6.50 CD 49 4 6.50 tF0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 2 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV YQ) 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 50 4 3.00 CD 51 4 6.50 CD 52 4 6.50 ' CD 53 4 6.50 CD 54 4 6.50 CD 55 4 6.50 CD 56 4 1.50 ' CD 57 4 6.50 CD 58 4 6.50 CD 59 4 6.50 ' CD 60 4 1.50 CD 61 4 6.50 CD tit 4 6.50 ' CD 63 4 6.50 CD 64 4 6.50 CD 65 4 2.00 CD 66 4 6.00 ' CD 67 4 6.00 CD 68 4 1.50 CD 69 4 6.00 t CD 70 4 6.00 CD 71 4 1.50 CD 72 4 6.00 CD 73 4 6.00 ' CD 74 4 6.00 CD 75 4 6.00 CD 76 4 1.50 ' CD 77 4 6.00 co 78 4 6.00 CD 79 4 1.50 ' CD 80 4 6.00 CD 81 4 6.00 CD 82 4 4.00 CD 83 4 6.00 ' CD 84 4 6.00 CD 85 4 6.00 CD 86 4 1.50 ' CD 87 4 6.00 co 88 4 6.00 CD 89 4 6.00 ' CD 90 4 6.00 CD 91 4 6.00 1 E 1 F 0 5 1 5 P PACE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING ' ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 872.00 1170.73 1 1173.00 ELEMENT NO 2 IS A TRANSITION + U/S DATA STATION INVERT SECT N 897.00 1171.21 2 .030 ELEMENT NO 3 IS A TRANSITION ' U/S DATA STATION INVERT SECT N 922.00 1171.71 3 .030 ELEMENT NO 4 IS A TRANSITION + + ' U/S DATA STATION INVERT SECT N 932.00 1171.73 4 .040 ELEMENT NO 5 IS A TRANSITION • + + ' U/S DATA STATION INVERT SECT N 942.00 1171.75 5 .040 ELEMENT NO 6 IS A TRANSITION + • + U/S DATA STATION INVERT SECT N ' 952.00 1171.77 6 .040 ELEMENT NO 7 IS A TRANSITION U/S DATA STATION INVERT SECT N ' 962.00 1171.79 7 .040 ELEMENT NO 8 IS A TRANSITION + U/S DATA STATION INVERT SECT N ' 972.00 1171.81 8 .040 ELEMENT NO 9 IS A TRANSITION + + + U/S DATA STATION INVERT SECT N 982.00 1171.83 9 .045 ' ELEMENT NO 10 IS A TRANSITION • + U/S DATA STATION INVERT SECT N 992.00 1171.85 10 .045 ' ELEMENT NO 11 IS A TRANSITION + + • U/S DATA STATION INVERT SECT N 1002.00 1171.87 11 .045 ELEMENT NO 12 IS A TRANSITION + + ' U/S DATA STATION INVERT SECT N 1012.91 1171.89 12 .045 ELEMENT NO 13 IS A TRANSITION + + U/S DATA STATION INVERT SECT N 1031.50 1171.93 13 .045 ELEMENT NO 14 IS A WALL EXIT ' U/S DATA STATION INVERT SECT 1031.50 1171.93 14 1 1 ' e F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 15 IS A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1092.39 1172.30 15 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 16 IS A REACH • + • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1192.48 1172.91 16 .013 .00 29.00 .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 N RADIUS ANGLE ANG PT MAN H 1249.33 1173.25 17 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 18 IS A REACH + + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1701.64 1176.22 18 .013 .00 .00 .00 1 ELEMENT NO 19 IS A JUNCTION 4 • ' ' • ' ' U/S DATA STATION INVERT SECT LAS-1 LAY-2 N 03 94 INVERT-3 INVERT-4 PHI 3 PHI 4 1722.16 1177.29 20 19 0 .015 128.1 .0 1180.04 .00 30.00 .00 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 20 IS A REACH • + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2046.00 1179.01 21 .013 .00 .00 .00 0 ELEMENT NO 21 IS A JUNCTION ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 04 INVERT-3 INVERT-4 PHI 3 PHI 4 2061.16 1179.14 23 22 0 .015 68.9 .0 1183.03 .00 30.00 .00 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 22 IS A REACH • + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2319.26 1181.33 24 .013 .00 .00 .00 0 ELEMENT NO 23 IS A TRANSITION U/S DATA STATION INVERT SECT N 2331.42 1183.42 27 .015 WARNING -ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 24 IS A REACH • + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2917.00 1188.13 28 .013 .00 .00 .00 1 ' F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 25 IS A JUNCTION A • • • • • ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 2919.00 1188.16 30 29 0 .015 3.7 .0 1192.02 .00 90.00 .00 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 26 IS A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3002.75 1188.93 31 .013 .00 .00 .00 0 ELEMENT NO 27 IS A JUNCTION • • + • • + ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 3013.90 1189.02 34 32 33 .015 8.1 4.0 1191.17 1191.17 45.00 45.00 WARRING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 28 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3674.47 1195.28 35 .013 .00 18.00 .00 0 ' ELEMENT NO 29 IS A JUNCTION + + • • • • ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 3690.13 1195.40 37 36 0 .015 61.1 .0 1197.05 .00 30.00 .00 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 30 IS A REACH • + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4848.70 1204.90 38 .013 .00 18.00 .00 0 ' ELEMENT NO 31 IS A JUNCTION • + • • ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 4863.86 1206.03 41 39 40 .015 84.2 20.0 1207.07 1207.61 30.00 30.00 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 32 IS A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 5536.55 1212.22 42 .013 .00 10.00 .00 1 ' ELEMENT NO 33 IS A JUNCTION • • + U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 5551.71 1212.86 44 43 0 .015 62.1 .0 1214.27 .00 30.00 .00 1 ' F 0 5 1 5 P PAGE NO 5 WATER SURFACE PROFILE - ELEMENT CARD LISTING WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 34 IS A REACH • ' U/S DATA STATION INVERT SECT N RADIUS ANGLE AMC PT MAH H 5619.00 1214.25 45 .013 .00 5.00 .00 0 ' ELEMENT NO 35 IS A JUNCTION + • + + ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 5621.00 1214.27 47 46 0 .015 12.7 .0 1216.80 .00 45.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 36 I5 A REACH + • + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 5651.87 1214.57 48 .013 .00 .00 .00 0 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 37 15 A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6074.00 1218.45 49 .013 .00 .00 .00 1 ' ELEMENT NO 38 IS A JUNCTION • * * + U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 6077.00 1218.46 51 50 0 .015 26.4 .0 1221.02 .00 30.00 .00 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 39 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 6085.66 1218.49 52 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 40 IS A REACH • + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 6139.07 1219.58 53 .013 .00 24.00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 41 IS A REACH + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6156.35 1219.75 54 .013 .00 22.00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT HO 42 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANC PT MAN H 6164.00 1119.82 55 .013 .00 .00 .00 0 ELEMENT NO 43 IS A JUNCTION ` • • • ` ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 6165.50 1219.83 57 56 0 .015 3.9 .0 1222.81 .00 90.00 .00 ' F 0 5 1 5 P PAGE NO 6 WATER SURFACE PROFILE - ELEMENT CARD LISTING WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 44 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6241.85 1220.59 58 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 45 IS A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6266.27 1220.83 59 .013 .00 33.00 .00 0 ' ELEMENT NO 46 IS A JUNCTION • • 6 • U/S DATA STATION INVERT SECT LAT-1 LAT-2 M 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 6271.43 1220.89 61 60 0 .015 5.6 .0 1223.00 .00 60.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 47 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6312.54 1221.38 62 .013 .00 51.00 .00 0 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 48 IS A REACH • * + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6611.54 1224.97 63 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 49 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 6759.22 1226.74 64 .013 .00 28.00 .00 0 ELEMENT NO 50 IS A JUNCTION • + + + • • + U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 6766.38 1227.39 66 65 0 .015 18.2 .0 1229.08 .00 60.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 51 IS'A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6805.00 1228.75 67 .013 .00 7.00 .00 0 ELEMENT NO 52 IS A JUNCTION + + + • • + U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 6806.50 1228.77 69 68 0 .015 3.5 .0 1231.00 .00 90.00 .00 1 ' F 0 5 1 5 P PAGE NO 7 WATER SURFACE PROFILE - ELEMENT CARD LISTING YARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 53 IS A REACH • ` ` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6815.00 1229.10 70 .013 .00 2.00 .00 0 ELEMENT NO 54 IS A JUNCTION • • ` ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 6816.50 1229.15 12 71 0 .015 3.4 .0 1231.35 .00 90.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 55 IS A REACH • ` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANC PT MAN H 7077.24 1238.29 73 .013 .00 51.00 .00 1 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 56 IS A REACH U/S DATA STATION INVERT SECT H RADIUS ANGLE ANG PT MAN H i 7317.04 1242.61 74 .013 .00 47.00 .00 0 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 57 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANC PT MAN H 7340.00 1243.00 75 .013 .00 .00 .00 0 ' ELEMENT NO 58 IS A JUNCTION • • + + • ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 7342.00 1243.10 77 76 0 .015 8.0 .0 1245.28 .00 90.00 .00 ' WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 59 IS A REACH • + • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 7352.00 1243.20 78 .013 .00 .00 .00 0 ELEMENT NO 60 IS A JUNCTION • • + U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 7353.50 1243.30 80 79 0 .015 4.8 .0 1245.50 .00 90.00 .00 ' WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 61 IS A REACH + • ` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANC PT MAN N ' 7420.00 1244.46 81 .013 .00 .00 .00 0 1 ' F 0 5 1 5 P PAGE NO 8 VATER.SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 62 IS A JUNCTION A • + + U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 7434.16 1244.66 83 82 0 .015 53.3 .0 1246.37 .00 30.00 .00 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 63 IS A REACH + + + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 7551.32 1245.27 91 .013 .00 .00 .00 0 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 64 IS A REACH + • • ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN H 7664.36 1245.86 85 .013 .00 15.00 .00 0 ELEMENT NO 65 IS A JUNCTION ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 7669.52 1245.88 87 86 0 .015 4.9 .0 1248.11 .00 45.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 66 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE AMC PT MAN H 8022.76 1247.58 88 .013 .00 46.00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO 67 IS A REACH • • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT RAN H 8084.74 1247.87 89 .013 .00 .00 .00 0 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 68 IS A SYSTEM HEADVORKS U/S DATA STATION INVERT SECT V S ELEV 8084.74 1247.87 90 .00 +•••• ' This softrare prepared for: Robert Bein, William Frost 6 Associates lkfff MlfMMMlMfMif f11fM Miff ff HMfit11 M11f H1ff1 M1MH1HfMM Hfif♦ •• WARNING NO. 2 *• - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, V.S.ELEV = INV + DC ' 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING PAUSA ROAD A.D. 159 ' 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NAME: PAUBAU.VSP STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ 2L NO AVBPR C ELEV OF FLOW ELEV HEAD GRDEpL. ELEV DEPTH DIA ID NO, 9� PIER YY C I fM NEf Mf1f l�QfMMff M+M 11Mf1f M1M MH1fff 111f fffM M18F AVE uup lf M f,lMffl lfM lMM Mfif NORM DEPTHifMMfff:ff MMllf mfMMff• 872.00 1170.73 1.589 1172.319 891.9 10.25 1.632 1173.951 .00 2.056 4.00 50.00 3.00 0 .0 ' TRANS STB .01920 .024990 .61 3.00 897.00 1171.21 1.731 1172.941 891.9 10.26 1.635 1174.576 .00 2.189 4.00 45.00 3.00 0 .0 TRANS STR .01000 .017210 .43 3.00 ' 922.00 1171.71 2.342 1174,112 891.9 8.10 1,018 1175.070 .00 2.342 4.00 40.00 3,00 0 .0 TRANS STB .00200 .016448 .16 3.00 932.00 1171.73 2.645 1174.375 891.9 7.50 .874 1175.249 .00 2.447 4.10 37.00 3.00 0 .0 TRANS STR .00200 .013438 .13 3.00 ' 942.00 1171.75 2.806 1174.556 891.9 7.32 .832 1175.388 .00 2.524 4.30 35.00 3.00 0 .0 TRANS STB .00200 .013496 .13 3.00 952.00 1171.77 2.842 1174.612 891.9 7.74 .931 1175.543 .00 2.648 4.40 32.00 3.00 0 .0 ' TRANS STH .00200 .015274 .15 3.00 962.00 1171.79 2.876 1174.666 891.9 8.24 1.055 1175.721 .00 2.788 4.60 29.00 3.00 0 .0 TRANS STR .00200 .015373 .15 3.00 ' 972.00 1171,11 3,075 1114,111 891.9 1,01 .995 1175.880 .00 1.891 5.20 27.00 3.00 0 .0 TRAMS STR .00199 .019222 .19 3.00 982.00 1171.83 3.164 1174.994 891.9 8.42 1.100 1176.094 .00 3.060 5.70 24.00 3.00 0 .0 Haas srR Ao2eo 3.00 TRANS SYR .00200 .063638 .64 3.00 1002.00 1171.87 2.487 1174.357 891.9 14.08 3.080 1177.437 .00 3.471 6.00 18.00 3.00 0 .0 TRANS STR .00184 .106582 1.16 3.00 1 FOS15P PAGE 2 ' PATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) ' MAR. 1990 FILE NAME: PAUBAU.VSP STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW HIM HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ......arra.Haf rflH.N.<..r.f...bff.H Harb.af....f•NHN.rrHrf.rH::.<H rrrrMb..N M<Hf<H Hrr HaH H.MaHNaH H..HHH 1012.91 1171.89 2.329 1174.219 891.9 17.41 9.708 1178.927 .00 3.722 6.20 15.00 3.00 0 .0 TRANS STB .00215 .088882 1.65 3.00 ' 1031.50 1171.93 5.891 1177.821 891.9 13.76 2.942 1180.763 .00 5.891 10.00 11.00 .00 0 .0 WALL EXIT .00 1031.50 1171.93 5.891 1177.821 891.9 13.76 2.942 1180.763 .00 5.891 10.00 11.00 .00 0 .0 1031.50 1171.93 6.088 1178.018 891.9 17.82 4.929 1182.947 .00 7.202 10.00 .00 .00 0 .0 ' 60.89 .00608 .006176 .38 6.117 .00 1092.39 1172.30 6.081 1178.381 891.9 17.84 4.942 1183.323 .00 7.202 10.00 .00 .00 0 .0 100.09 .00609 .006206 .62 6.111 .00 ' 1192.48 1172.91 6.069 1178.979 891.9 17.88 4.966 1183.945 .00 7.202 10.00 .00 .00 0 .0 56.85 .00598 .006251 .36 6.150 .00 1249.33 1173.25 6.052 1179.302 891.9 17.94 4.999 1184.301 .00 7.202 10.00 .00 .00 0 .0 ' 83.06 .00657 .006230 .52 5.963 .00 1332.39 1173.80 6.081 1179.876 891.9 17.84 4.940 1184.816 .00 7.202 10.00 .00 .00 0 .0 268.53 .00657 .005831 1.57 5.963 .00 1600.92 1175.56 6.333 1181.892 891.9 17.01 4.491 1186.383 .00 7.202 10.00 .00 .00 0 .0 ' 100.72 .00657 .005173 .52 5.963 .00 1701.64 1176.22 6.601 1182.821 891.9 16.21 4.083 1186.904 .00 7.202 10.00 .00 .00 0 .0 JUNCT STB .05215 .007826 .16 .00 1722.16 1177.29 5.330 1182.620 763.8 17.94 4.999 1187.619 .00 6.655 10.00 .00 .00 0 .0 ' 84.49 .00531 .007128 .60 5.778 .00 1806.65 1177.74 5.223 1182.961 763.8 18.40 5.260 1188.222 .00 6.655 10.00 .00 .00 0 .0 ' 1 FOS15P PACE 3 PATER SURFACE PROFILE LISTING PAOBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) ' MAR. 1990 FILE NAME: PAUBAU.WSP STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER t ..lELEM•fa...SO..a.<..f...f...rrr....r:.<:.r<aarrsFfAVE ,aaf.HF.f...r.rr..rrr.r.aa.NORM•DEPTH <........r..r.rr ZB.ra r..f.... 130.38 .00531 .007864 1.03 5.778 .00 1937.03 1178.43 5.030 1183.461 763.8 19.30 5.786 1189.247 .00 6.655 10.00 .00 .00 0 .0 ' 108.97 .00531 .008930 .97 5.778 .00 2046.00 1179.01 4.846 1183.856 763.8 20.24 6.364 1190.220 .00 6.655 10.00 .00 .00 0 .0 JUNCT STB 00858 .013899 .21 .00 ' 2061.16 1179.14 4.360 1183.500 694.9 21.13 6.931 1190.431 .00 6.338 10.00 .00 .00 0 .0 143.14 .00848 .012149 1.74 4.740 .00 2204.30 1180.35 4.209 1184.563 694.9 22.13 7.606 1192.169 .00 6.338 10.00 .00 .00 0 .0 114.96 .00848 .013814 1.59 4.740 .00 2319.26 1181.33 4.061 1185.391 694.9 23.21 8.367 1193.758 .00 6.338 10.00 .00 .00 0 .0 TRANS STH .17188 .015148 .18 .00 2331.42 1183.42 5.663 1189.083 694.9 18.27 5.181 1194.264 .00 6.665 8.00 .00 .00 0 .0 ' 56.00 .00804 .008044 .45 5.663 .00 2387.42 1183.87 5.663 1189.534 694.9 18.27 5.181 1194.715 .00 6.665 8.00 .00 .00 0 .0 529.58 .00804 .008098 4.29 5.663 .00 ' 2917.00 1188.13 5.634 1193.764 694.9 18.37 5.240 1199.004 .00 6.665 8.00 .00 .00 0 .0 JUNCT STR .01501 .011048 .02 .00 2919.00 1188.16 5.536 1193.696 691.2 18.62 5.385 1199.082 .00 6.650 8.00 .00 .00 0 .0 83.75 .00919 .008310 .70 5.365 .00 ' 3002.75 1188.93 5.604 1194.534 691.2 18.38 5.244 1199.778 .00 6.650 8.00 .00 .00 0 .0 JUNCT STB .00807 .011603 .13 .00 3013.90 1189.02 5.285 1194.305 679.1 19.27 5.768 1200.073 .00 6.599 8.00 .00 .00 0 .0 WATER SURFACE PROFILE LISTING ' PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NAME: PAUBAU.WSP ' STATION INVERT DEPTH W.S. 0 WEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID 50. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 1lf HflfflH HfH.H Hftl Hff.♦H♦H.H1Hf Hlff aff HfHHf ff Hfff.ffH..f.fa♦.if ffl....1f Mf..f Mf1M f11f♦•f 1•Hff lflf HlH...ff♦ ' 382.96 .00948 .008828 3.38 5.241 .00 3396.86 1192.65 5.473 1198.122 679.1 18.53 5.332 1203.454 .00 6.599 8.00 .00 .00 0 .0 157.58 .00948 .007950 1.25 5.241 .00 ' 3554.44 1194.14 5.717 1199.859 679.1 17.67 4.847 1204.706 .00 6.599 8.00 .00 .00 0 .0 74.04 .00948 .007105 .53 5.241 .00 3628.48 1194.84 5.982 1200.826 679.1 16.85 4.406 1205.232 .00 6.599 8.00 .00 .00 0 .0 ' 35.69 .00948 .006378 .23 5.241 .00 3664.17 1195.18 6.272 1201.454 679.1 16.06 4.006 1205.460 .00 6.599 8.00 .00 .00 0 .0 10.30 .00948 .005762 .06 5.241 .00 3674.47 1195.28 6.599 1201.679 679.1 15.31 3.641 1205.520 .00 6.599 8.00 .00 .00 0 .0 ' JUNCT STR .00766 .006705 .10 .00 3690..13 1195.40 8.122 1203.521 618.0 12.29 2.347 1205.869 .00 6.322 8.00 .00 .00 0 .0 45.28 .00820 OD4569 .21 5.161 .00 ' 3735.41 1195.77 8.000 1203.771 618.0 12.29 2.347 1206.118 .00 6.322 8.00 .00 .00 0 .0 71.73 .00820 .004267 .31 5.161 .00 3807.14 1196.36 7.645 1204.004 618.0 12.49 2.423 1206.427 .00 6.322 8.00 .00 .00 0 .0 ' HYDRAULIC JUMP .00 3807.14 1196.36 5.161 1201.520 618.0 18.02 5.044 1206.564 .00 6.322 8.00 .00 .00 0 .0 244.97 .00820 .008199 2.01 5.161 .00 4052.11 1198.37 5.161 1203.529 618.0 18.02 5.044 1208.573 .00 6.322 8.00 .00 .00 0 .0 ' 529.85 .00820 .007883 4.18 5.161 .00 4581.96 1202.71 5.309 1208.022 618.0 17.45 4.728 1212.750 .00 6.322 8.00 .00 .00 0 .0 1 FOS15P PAGE 5 ' WATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NAME: PAUBAU.WSP ' STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEH SO SF AVE HF NORM DEPTH ZR ' f.1189'49ff.f00820f......f.1f.•...f.:1f•:....f..f.1.11••f'007151...+.1 36•ff•.••.a......f..•••5e161•f:f 1.......f.f.f...a00 4771.45 1204.27 5.540 1209.807 618.0 16.64 4.298 1214.105 .00 6.322 8.00 .00 .00 0 .0 ' 77.25 .00820 006376 .49 5.161 .00 4848.70 1204.90 5.790 1210.690 618.0 15.86 3.907 1214.597 .00 6.322 8.00 .00 .00 0 .0 JUNCT STR .07454 .010087 .15 .00 4863.86 1206.03 4.919 1210.949 513.8 17.78 4.910 1215.859 .00 5.910 7.00 .00 .00 0 .0 ' 287.57 .00920 .009044 2.60 4.905 .00 5151.43 1208.68 4.957 1213.633 513.8 17.63 4.826 1218.459 .00 5.910 7.00 .00 .00 0 .0 291.57 .00920 .008480 2.47 4.905 .00 ' 5443.00 1211.36 5.185 1216.544 513.8 16.81 4.387 1220.931 .00 5.910 7.00 .00 .00 0 .0 93.55 .00920 .007605 .71 4.905 .00 5536.55 1212.22 5.435 1217.655 513.8 16.03 3.988 1221.643 .00 5.910 7.00 .00 .00 0 .0 ' JUNCT STR 04222 .012193 .18 .00 5551.71 1212.86 4.467 1217.327 451.7 18.58 5.358 1222.685 .00 5.614 6.50 .00 .00 0 .0 19.38 .02066 .010719 .21 3,627 .00 5571.09 1213.26 4.594 1217.854 451.7 18.01 5.038 1222.892 .00 5.614 6.50 .00 .00 0 .0 ' 22.70 .02066 .009778 .22 3.627 .00 5593.79 1213.73 4.805 1218.534 451.7 17.17 4.580 1223.114 .00 5.614 6.50 .00 .00 0 .0 15.68 .02066 .008768 .14 3.627 .00 ' 5609.47 1114.05 5.035 1219.088 451.7 16.37 4.164 1223.252 .00 5.614 6.50 .00 .00 0 .0 9.53 .02066 .007907 .08 3.627 .00 5619.00 1214.25 5.292 1219.542 451.7 15.61 3.785 1223.327 .00 5.614 6.50 .00 .00 0 .0 ' 1 FOS15P PAGE 6 WATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELS OF FLOW EIM HEAD GRD.EL. UP DEPTH DIA ID NO. PIER L/ELEM SO SF AVE BF NORM DEPTH ZR HHH NfHNHlNfH11N HfNNNHHfHH1N•ff if\M1ffIM Uff f ff 1HNNHIH H\fHHfk1H H1H H N•11 H1 N♦1Mif NfNf H11MHH t JUNCT STR .01001 .011168 .02 .00 $621.00 1214.27 4.689 1218.959 439.0 17.13 4.556 1223.515 .00 5.552 6.50 .00 .00 0 .0 30.87 .00972 .009228 .28 4.601 .00 ' 5651.87 1214.57 4.703 1219.273 439.0 17.07 4.527 1223.800 .00 5.552 6.50 .00 .00 0 .0 18.44 .00919 .009193 .17 4.703 .00 5670.31 1214.74 4.703 1219.443 439.0 17.07 4.527 1223.970 .00 5.552 6.50 .00 .00 0 .0 403.69 .00919 .009225 3.72 4.703 .00 ' 6074.00 1218.45 4.690 1223.140 439.0 17.12 4.553 1227.693 .00 5.552 6.50 .00 .00 0 .0 JUNCT STR .00334 .014550 .04 .00 6077.00 1218.46 4.011 1222.471 412.6 19.20 5.722 1228.193 .00 5.410 6.50 .00 .00 0 .0 ' 8.66 .00347 .012762 .11 6.500 .00 6085.66 1218.49 3.978 1222.468 412.6 19.39 5.836 1228.304 .00 5.410 6.50 .00 .00 0 .0 12.64 .02041 .012727 .16 3.443 .00 6098.30 1218.75 4.018 1222.766 412.6 19.16 5.697 1228.464 .00 5.410 6.50 .00. .00 0 .0 ' 40.77 .02041 .011824 .48 3.443 .00 6139.07 1219.58 4.186 1223.766 412.6 18.26 5.180 1228.946 .00 5.410 6.50 .00 .00 0 .0 17.28 .00984 .011164 .19 4.371 .00 t 6156.35 1219.75 4.174 1223.924 412.6 18.33 5.215 1229.139 .00 5.410 6.50 .00 .00 0 .0 7.65 .00914 .011245 .09 4.491 .00 6164.00 1219.82 4.165 1223.985 412.6 18.37 5.240 1229.225 .00 5.410 6.50 .00 .00 0 .0 ' JUNCT STI 00667 .015453 .02 .00 6165.50 1219.83 4.059 1223.889 408.7 18.75 5.460 1229.349 .00 5.387 6.50 .00 .00 0 .0 1 FOSISP PAGE 7 WATER SURFACE PROFILE LISTING ' PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE MAKE: PAUBAU.WSP STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEY DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF HORN DEPTH ZR f 1k Hf1 HiHf N1f H1 Hf Hff\lff fif b1 ff11i11!lf f11 NIf Hl1H HN1111!lN 11ff1l Hl Hf 1l H1H1M N1f 11111lH1f!l11Hff 1l1f HlH lffilf ' 76.35 .00995 .012196 .94 4.313 .00 6241.65 1220.59 3.980 1224.570 408.7 19.19 5.719 1230.289 .00 5.387 6.50 .00 .00 0 .0 24.42 .00983 .012803 .31 4.343 .00 ' 6266.27 1220.83 3.950 1224.780 408.7 19.36 5.821 1230.601 .00 5.387 6.50 .00 .00 0 .0 JUNCT STE .01164 .017910 .09 .00 6271.43 1220.89 3.821 1224.711 403.1 19.88 6.134 1230.845 .00 5.355 6.50 .00 .00 0 .0 ' 41.11 .01191 .014136 .58 4.023 .00 6312.54 1221.38 3.789 1225.169 403.1 20.07 6.258 1231.427 .00 5.355 6.50 .00 .00 0 .0 85.95 .01201 .014785 1.27 4.014 .00 6398.49 1222.41 3.713 1226.125 403.1 20.57 6.571 1232.696 .00 5.355 6.50 .00 .00 0 .0 ' 121.30 .01201 .016261 1.97 4.014 .00 6519.79 1223.87 3.572 1227.440 403.1 21.57 7.228 1234.668 .00 5.355 6.50 .00 .00 0 .0 91.75 .01201 .018426 1.69 4.014 .00 6611.54 1224.97 3.438 1228.408 403.1 22.63 7.951 1236.359 .00 5.355 6.50 .00 .00 0 .0 11.64 .01199 .019758 .23 4.016 .00 6623.18 1225.11 3.419 1228.528 403.1 22.78 8.061 1236.569 .00 5.355 6.50 .00 .00 0 .0 73.07 .01199 .021279 1.55 4.016 .00 6696.25 1225.98 3.292 1229.277 403.1 23.90 8.867 1238.144 .00 5.355 6.50 .00 .00 0 .0 62.97 .01199 .024157 1.52 4.016 .00 6759.22 1226.74 3.172 1229.912 403.1 25.06 9.753 1239.665 .00 5.355 6.50 .00 .00 0 .0 ' JUNCT STR .09079 .035622 .26 .00 6766.38 1227.39 3.158 1230.548 384.9 25.52 10.112 1140.660 .00 5.262 6.00 .00 .00 0 .0 1 F0515P PAGE 8 ' WATER SURFACE PROFILE LISTING PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAI. 1990 FILE NAGE: PAUBAU.WSP ' STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR FLEW OF FLAW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM BO SF AVE 9 NORM DEPTH ZR ' 38.62 .03521 .027179 1.05 2.944 .00 6805.00 1228.75 3.203 1231.953 384.9 25.07 9.757 1241.710 .00 5.262 6.00 .00 .00 0 .0 JUNCT STN .01335 .036094 .05 .00 6806.50 1228.77 3.145 1231.915 381.4 25.41 10.030 1241.945 .00 5.144 6.00 .00 .00 0 .0 ' 8.50 .03882 .027483 .23 2.847 .00 6815.00 1219.10 3.159 1232.259 381.4 25.28 9.920 1242.179 .00 5.244 6.00 .00 .00 0 .0 JUHCT SSB .03337 .037005 .06 .00 ' 6816.50 1229.15 3.107 1232.257 378.0 25.57 10.155 1242.412 .00 5.226 6.00 .00 .00 0 .0 8.26 .03505 .028179 .23 2.917 .00 6824.76 1229.44 3.115 1232.555 378.0 25.49 10.087 1242.642 .00 5.226 6.00 .00 .00 0 .0 ' 91.91 .03505 .026393 2.43 2.917 .00 6916.67 1232.66 3.236 1235.897 378.0 24.30 9.170 1245.067 .00 5,226 6.00 .00 .00 0 .0 60.03 .03505 .023283 1.40 2.917 .00 6976.70 1234.77 3.363 1238.129 378.0 23.17 8.336 1246.465 .00 5.226 6.00 .00 .00 0 .0 ' 43.04 .03505 .020560 .88 2.917 .00 7019.74 1236.28 3.497 1239.772 378.0 22.09 7.579 1247.351 .00 5.226 6.00 .00 .00 0 .0 32.42 .03505 .018179 .59 2.917 .00 ' 7052.16 1237.41 3.639 1241.050 378.0 21.06 6.890 1247.940 .00 5.226 6.00 .00 .00 0 .0 25.08 .03505 .016098 .40 2.917 .00 7077:24 1238.29 3.790 1242.080 378.0 20.08 6.263 1248.344 .00 5.226 6.00 .00 .00 0 .0 86.14 .01801 .014499 1.25 3.576 .00 1 7163.38 1239.84 3.904 1243.746 378.0 19.40 5.845 1249.591 .00 5.226 6.00 .00 .00 0 .0 1 F0515P PAGE 9 WATER SURFACE PROFILE LISTING ' PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE NAME: PAUBAU.VSP ' STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ IL NO AVBPR ELEV OF FLOW ELEV' HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR fifl if lifflH HiH 1flHNif Nf Hf 1!lNfflflNflH 1111 HffiN NHIHf1HlNHffMf11f 1f H1 Mf NfffiHHNHffH Hlfiffif Hfff Hlffif ' 73.97 .01801 .013103 .97 3.576 .00 7237.35 1241.17 4.072 1245.246 378.0 18.50 5.314 1250.560 .00 5.226 6.00 .00 .00 0 .0 47.59 .01801 .011667 .56 3.576 .00 ' 7284.94 1242.03 4.253 1246.285 378.0 17.64 4.831 1251.116 .00 5.226 6.00 .00 .00 0 .0 32.10 .01801 .010421 .33 3.576 .00 7317.04 1242.61 4.448 1247.058 378.0 16.82 4.392 1251.450 .00 5.226 6.00 .00 .00 0 .0 22.96 .01699 .009378 .22 3.645 .00 ' 7340.00 1243.00 4.647 1247.647 378.0 16.09 4.018 1251.665 .00 5.226 6.00 .00 .00 0 .0 JUHCT STH .04999 .012597 .03 .00 7342.00 1243.10 4.341 1247.441 370.0 16.89 4.430 1251.871 .00 5.184 6.00 .00 .00 0 .0 ' 10.00 .01000 .010012 .10 4.343 .00 7352.00 1243.20 4.340 1247,540 370.0 16.89 4.431 1251.971 .00 5.184 6.00 .00 .00 0 .0 JUHCT STR .06673 .013650 .02 .00 ' 7353.50 1243.30 4.218 1247.518 365.2 17.20 4.591 1252.109 .00 5.157 6.00 .00 .00 0 .0 4.47 .01744 .010418 .05 3.534 .00 7357.97 1243.38 4.241 1247.619 365.2 17.09 4.537 1252.156 .00 5.157 6.00 .00 .00 0 .0 28.58 .01744 .009798 .28 3.534 .00 7386.55 1243.88 4.435 1248.312 365.2 16.30 4.124 1252.436 .00 5.157 6.00 .00 .00 0 .0 18.83 .01744 .008784 .17 3.534 .00 7405.38 1244.20 4.647 1248.852 365.2 15.54 3.749 1252.601 .00 5.157 6.00 .00 .00 0 .0 ' 10.91 .01744 .007922 .09 3.534 .00 7416.29 1244.40 4.884 1249.279 365.2 14.82 3.409 1252.688 .00 5.157 6.00 .00 .00 0 .0 1 FOS15P PAGE 10 WATER SURFACE PROFILE LISTING ' PAUBA ROAD A.D. 159 100 YR. HYDROLOGY - (ULTIMATE CONDITION) MAR. 1990 FILE HARE: PAUBAO.YSP ' STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPE ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ' H1NN1fHf1f•N1M•:f11ff1ff111f1ff1l1Hf Hf•ffH Hfl Mfi HfllfHUlfHH1N1f 11filflf••HNHlff lfff tfff1 H1f11f Hff1ff1ff 11 H ik 3.71 .01744 .007210 .03 3.534 .00 7420.00 1144.46 5.157 1249.617 365.2 14.12 3.098 1252.715 .00 5.157 6.00 .00 .00 0 .0 117.16 .00521 .005424 .64 5.037 .00 ' 7551.32 1245.27 6.845 1252.115 311.9 11.03 1.890 1254.005 .00 4.820 6.00 .00 .00 0 .0 113.04 .00522 .005424 .61 5.030 .00 7664.36 1245.86 7.022 1252.882 311.9 11.03 1.890 1254.772 .00 4.820 6.00 .00 .00 0 .0 ' JUKT STB .00388 .007109 .04 .00 7669.52 1245.88 7.146 1253.026 307.0 10.86 1.831 1254.857 .00 4.785 6.00 .00 .00 0 .0 353.24 .00481 .005255 1.86 5.203 .00 ' 8022.76 1247.58 7.564 1255.144 307.0 10.86 1.831 1256.975 .00 4.785 6.00 .00 .00 0 .0 61.98 .00468 .005255 .33 5.331 .00 8084.74 1247.87 7.600 1255.470 307.0 10.86 1.831 1257.301 .00 4.785 6.00 .00 .00 0 .0 1 1 F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TH. 22916 (LINE 'A-1') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 3 IS - LINE 'A-1' CATCH BASIN t 11 1 F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 1.50 ' CD 2 2 0 .00 4.00 3.00 .00 ' 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 W S ELEV 3.25 1222.81 1 1224.67 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 28.50 1230.06 1 .013 .00 .00 .00 0 ELEMENT NO 3 ISA WALL ENTRANCE • U/S DATA STATION INVERT SECT FP ' 28.50 1230.06 2 .500 ELEMENT MO 4 IS A SYSTEM HEADWORKS + U/S DATA STATION INVERT SECT W S ELEV ' 28.50 1230.06 2 1230.06 1t11tf afafkaffuafllflfau ak11f1t1flfflffflffflaNafff kfkk fltl HafafkfkNfff! This software prepared for: Robert Bein, William Frost 6 Associates ff fN tf Hfl HlHfif M4lRf llkHHff if kta•H k1Hf f H1!!lN1HfH lfflkf1f 1f 1lf ff *• WARNING NO. 2 +• WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-1') 100 YR. HYDROLOGY LINE 'A-1' CATCH BASIN t 11 STATION INVERT DEPTH N.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 L/ELEM SO SF AVE HF NORM DEPTH ZR IN Rlffftfflafff aff HlNf!!f♦1lNtH!l H1f ff•Hflfffft H lllff•a+flN lfiNH HfHHfaa Mklf♦N if if llf aai•ff afff!!l t R**NkkftR t* NN ' 3.25 1222.81 349 1223.159 5.7 18.27 5.183 1228.342 .00 1921 1.50 .00 .00 0 .0 .49 .28713 .206964 .10 .320 .00 3.74 1222.95 .350 1223.301 5.7 18.15 5.117 1228.418 .00 .921 1.50 .00 .00 0 .0 4.80 .28713 .192609 .92 .320 .00 8.54 1224.33 .362 1224.691 5.7 17.33 4.661 1229.352 .00 .921 1.50 .00 .00 0 .0 3.46 .28713 .168361 .58 .320 .00 ' 12.00 1225.32 .374 1215.697 5.7 16.52 4.239 1229.936 .00 .921 1.50 .00 .00 0 .0 2.66 .28713 .147194 .39 .320 .00 14.66 1226.09 .387 1226.473 5.7 15.75 3.850 1230.323 .00 .921 1.50 .00 .00 0 .0 2.12 .28713 .118841 .27 .320 .00 ' 16.78 1226.69 .401 1227.096 5.7 15.00 3.494 1230.590 .00 .921 1.50 .00 .00 0 .0 1.75 .28713 .112708 .20 .320 .00 18.53 1227.20 .414 1227.611 5.7 14.32 3.185 1230.796 .00 .921 1.50 100 .00 0 .0 ' 1.45 .28713 .098590 .14 .320 .00 19.98 1227.61 .429 1228.044 5.7 13.64 2.887 1230.931 .00 .921 1.50 .00 .00 0 .0 1.24 .28713 .066340 .11 .320 .00 ' 21.22 1227.97 .444 1228.413 5.7 13.01 2.630 1231.043 .00 .921 1.50 .00 .00 0 0 1.06 .28713 .075554 .08 .320 .00 22.28 1228.27 .459 1228.732 5.7 12.39 2.384 1231.116 .00 .911 1.50 .00 .00 0 .0 .90 .28713 .066168 .06 .320 .00 ' 23.18 1228.53 .476 1229.009 5.7 11.83 2.172 1231.181 .00 .921 1.50 .00 .00 0 .0 79 .28713 .057962 .05 .320 .00 1 F0515P PAGE 2 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-1') 100 YR. HYDROLOGY ' LINE 'A-1' CATCH BASIN t 11 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER r.iccea so SF AVE HF NORM DEPTH ZR R11[f.ff.f.[• [[[..f....n.n.[.[..a...n.nn nn nn.n....... ...... ............ ' 23.97 1228.76 .492 1229.253 5.7 11.29 1.978 1231.231 .00 .921 1.50 .00 .00 0 .0 .69 .28713 .050765 .04 .320 .00 24.66 1228.96 .510 1229.467 5.7 10.75 1.796 1231.263 .00 .921 1.50 .00 .00 0 .0 .60 .28713 .044501 .03 .320 .00 ' 25.26 1229.13 .528 1229.657 5.7 10.251.632 1231.289 .00 .921 1.50 .00 .00 0 .0 .52 .28713 .039007 .02 .320 .00 25.78 1229.28 .547 1229.825 5.7 9.78 1.484 1231.309 .00 .921 1.50 .00 .00 0 .0 ' 45 .28713 .034192 .02 .320 .00 26.23 1229.41 .566 1229.976 5.7 9.31 1.347 1231.323 .00 .921 1.50 .00 .00 0 .0 .40 .28713 .029987 .01 .320 .00 ' 26.63 1229.52 .587 1230.110 5.7 8.89 1.228 1231.338 .00 .921 1.50 .00 .00 0 .0 .35 .28713 .026317 .01 .320 .00 26.98 1229.62 .608 1230.231 5.7 8.47 1.114 1231.345 .00 .921 1.50 .00 .00 0 .0 .30 .28713 .023093 .01 .320 .00 ' 27.28 1229.71 .630 1230.339 5.7 8.07 1.012 1231.351 .00 .921 1.50 .00 .00 0 .0 .25 .28713 .020287 .01 .320 .00 27,53 1229.78 .654 1230.436 5.7 7.70 .921 1231.357 .00 .921 1.50 .00 .00 0 .0 ' 22 .28713 .017832 .00 .320 .00 27.75 1229.85 .678 1230.524 5.7 7.35 .838 1231.362 .00 .921 1.50 .00 .00 0 .0 .19 .28713 .015671 .00 .320 .00 27.94 1229.90 .703 1230.603 5.7 7,00 .761 1231.364 .00 .921 1.50 .00 .00 0 .0 ' 16 .28713 .013785 .00 .320 .00 1 P0515P PAGE 3 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-1') 100 YR. HYDROLOGY LINE 'A-1' CATCH BASIN 4 11 ' STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HCS/ BASE/ IL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEV SO SF AVE HF NORM DEPTH ZR 1f HRf ltl Nflff blf Ntl HfRli Nlf fNl1f1Nlff NlfMHlf lffff!lH f1flHff llf fRf♦Nfl1 H1f 1!!!f!f■N1f blfffHH!lf Hf1lN if HfM M1f 28.10 1229.94 .730 1230.675 5.7 6.67 .692 1231.367 .00 .921 1.50 .00 .00 0 .0 .13 .28713 .012132 .00 .320 .00 28.23 1229.98 .757 1230.739 5.7 6.37 .630 1231.369 .00 .921 1.50 .00 .00 0 .0 10 .28713 .010686 .00 .320 .00 28.33 1230.01 .787 1230.797 5.7 6.07 .572 1231.369 .00 .921 1.50 .00 .00 0 .0 .08 .28713 .009423 .00 .320 .00 28.41 1230.03 .817 1230.850 5.7 5.79 .520 1231.370 .00 .921 1.50 .00 .00 0 .0 05 .28713 .008311 .00 .320 .00 28.46 1230.05 .849 1230.898 5.7 5.52 .473 1231.371 .00 .921 1.50 .00 .00 0 .0 .03 .28713 .007341 .00 .320 .00 ' 28.49 1230.06 .883 1230.941 5.7 5.26 .430 1231.371 .00 .921 1.50 .00 .00 0 .0 .01 .28713 .006485 .00 .320 .00 28.50 1230.06 .921 1230.981 5.7 5.01 .390 1231.371 .00 .921 1.50 .00 .00 0 .0 ' WALL ENTRANCE .00 28.50 1230.06 1.457 1231.517 5.7 1.30 .026 1231.543 .00 .482 4.00 3.00 .00 0 .0 1 1 FOS15P PAGE NO 1 ' WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'A-2') HEADING LIRE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 3 IS - LINE 'A-2' CATCH BASIN t 10 ' F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV YQ) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(N) Y(9) Y(10) ' CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 ' CD 2 2 0 .00 4.00 3.00 .00 1 1 1 t F0515P PAGE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ' U/S DATA STATION INVERT SECT W S ELEV 4.77 1223.00 1 1225.32 ELEMENT NO 2 IS A REACH + * + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 31.06 1231.04 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 49.06 1232.30 1 .013 .00 .00 .00 0 ELEMENT NO 4 IS A WALL ENTRANCE • U/S DATA STATION INVERT SECT FP 49.06 1232.30 2 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS + U/S DATA STATION INVERT SECT W S ELEV ' 49.06 1232.30 2 1232.30 fflfffffkf ff111ffflflfl ffflff alff:•<ff<:f+1f 1!111!:f!1111!if:1!11 fffffflf 3ff This softrare prepared for; Robert Bein, William Frost 6 Associates ffk lff fff ff11NlH 11fff ff N ff 4fi Hflf if Hl1 Hf1H/f lkffN lflH if 1f f11klH Nff ' •• WARNING NO. 2 •* WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 F0515P PAGE 1 NATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-2') ' 100 YR. HYDROLOGY LINE 'A-2' CATCH BASIN 4 10 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR lfllfiff 1f 1f1fik lffffllkifffl1f 11!11!!1!kf fffkffliff lflffiff lfl ifk1f1f11ffflfffllfllllf<llflllffff 11ff 1ff lff ifflklflffiffk1111fff!• ' 4.77 1223.00 .472 1223.472 10.1 21.17 6.962 1230.434 .00 1.225 1.50 .00 .00 0 .0 2.23 .30582 .195228 .44 .420 .00 7.00 1223.68 .478 1224.161 10.1 20.82 6.734 1230.895 .00 1.225 1.50 .00 .00 0 .0 ' 4,11 .30582 .178610 .84 .420 .00 11.68 1225.11 .495 1225.608 10.1 19.84 6.114 1231.722 .00 1.225 1.50 .00 .00 0 .0 3.61 .30582 .156436 .56 .420 .00 15.29 1226.22 .512 1226.728 10.1 18.91 5.555 1232.283 .00 1.225 1.50 .00 .00 0 .0 ' 2.88 .30582 .137009 .39 .420 .00 18.17 1227.10 .530 1227.629 10.1 18.04 5.051 1232.680 .00 1.225 1.50 .00 .00 0 .0 2.38 .30582 .120082 .29 .420 .00 ' 20.55 1227.82 .549 1228.374 10.1 17.21 4.597 1232.971 .00 1.225 1.50 .00 .00 0 .0 1.98 .30582 .105318 .21 .420 .00 22.53 1228.43 .569 1229.001 10.1 16.40 4.174 1233.175 .00 1.225 1.50 .00 .00 0 .0 ' 1.68 .30582 .092425 .16 .420 .00 24.21 1228.95 .590 1229.536 10.1 15.63 3.796 1233.332 .00 1.225 1.50 .00 .00 0 .0 1.44 .30582 .081106 .12 .420 .00 25.65 1229.39 .611 1229.998 10.1 14.92 3.456 1233.454 .00 1.225 1.50 .00 .00 0 .0 ' 1.24 .30582 .071206 .09 .420 .00 26.89 1229.77 .634 1230.400 10.1 14.23 3.142 1233.542 .00 1.225 1.50 .00 .00 0 .0 1.08 .30582 .062552 .07 .420 .00 ' 27.97 1230.10 .657 1230.753 10.1 13.56 2.854 1233.607 .00 1.225 1.50 .00 .00 0 .0 .94 .30582 .054940 .05 .420 .00 1 F0515P PAGE 2 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-2') 100 YR. HYDROLOGY LINE 'A-2' CATCH BASIN 1 10 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR f1liff!lffklf4♦lYffflffllflffllfi!}i!f\1klffflf if if♦!lffflillflllflffYlfYffYllff 113!!1!4f Yff 4f41fflfYlf lY if iff if Yf 11!!!11♦1113 1113! 28.91 1230.38 .681 1231.064 10.1 12.93 2.597 1233.661 .00 1.225 1.50 .00 .00 0 .0 ' 82 .30582 .048303 .04 .420 .00 29.73 1230.63 .707 1231.339 10.1 12.32 2.356 1233.695 .00 1.225 1.50 .00 .00 0 .0 .71 .30582 .042512 .03 .420 .00 30.44 1230.85 .734 1231.584 10.1 11.74 2.142 1233.726 .00 1.225 1.50 .00 .00 0 ' .0 .62 .30582 .037428 .02 .420 .00 31.06 1231.04 .762 1231.802 10.1 11.20 1.947 1233.749 .00 1.225 1.50 .00 .00 0 .0 1.25 .07000 .034417 .04 .630 .00 ' 32.31 1231.13 .770 1231.897 10.1 11.05 1.896 1233.793 .00 1.225 1.50 .00 .00 0 .0 3.72 .07000 .031787 .12 .630 .00 36.03 1231.39 .800 1232.188 10.1 10.53 1.722 1233.910 .00 1.225 1.50 .00 .00 0 .0 ' 3.00 .07000 .028033 .08 .630 .00 39.03 1231.60 .831 1232.429 10.1 10.05 1.568 1233.997 .00 1.225 1.50 .00 .00 0 .0 2.41 .07000 .024743 .06 .630 .00 41.44 1231.77 .864 1232.631 10.1 9.57 1.423 1234.054 .00 1.225 1.50 .00 .00 0 .0 ' 1.97 .07000 .021871 .04 .630 .00 43.41 1231.90 .899 1232.803 10.1 9.13 1.295 1234.098 .00 1.225 1.50 .00 .00 0 .0 1.59 .07000 .019359 .03 .630 .00 ' 45.00 1232.02 .936 1232.952 10.1 8.71 1.177 1234.129 .00 1.225 1.50 .00 .00 0 .0 1.29 .07000 .017159 .02 .630 .00 46.29 1232.11 .975 1233.081 10.1 8.30 1.069 1234.150 .00 1.225 1.50 .00 .00 0 .0 ' 1.01 .07000 .015239 .02 .630 .00 I F0515P PAGE 3 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-2') ' 100 YR. HYDROLOGY LINE 'A-2' CATCH BASIN 1 10 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR }ifYff Yf if ltfflf f lfYflfff 11\if ifi 1f114!lllfYfffllff4fftffllfffllllff1f111f 1441 4411 3131!1!!if Yffllfllftllf Yf if if if lff if if 4f kf 111!1!! ' 47.30 1232.18 1.017 1233.194 10.1 7.92 .973 1234.167 .00 1.225 1.50 .00 .00 0 .0 .77 .07000 .013568 .01 .630 .00 48.07 1232.23 1.062 1233.293 10.1 7.55 .885 1234.178 .00 1.225 1.50 .00 .00 0 .0 .54 .07000 .012118 .01 .630 .00 ' 48.61 1232.27 1.111 1233.380 10.1 7.19 .804 1234.184 .00 1.225 1.50 .00 .00 0 .0 34 .07000 .010868 .00 .630 .00 48.95 1232.29 1.164 1233.456 10.1 6.86 .731 1234.187 .00 1.225 1.50 .00 .00 0 .0 11 .07000 .009797 .00 .630 .00 49.06 1232.30 1.225 1233.525 10.1 6.54 .664 1234.189 .00 1.225 1.50 .00 .00 0 .0 WALL ENTRANCE .00 49.06 1132.30 2.335 1234.635 10.1 1.44 .032 1234.667 .00 .706 4.00 3.00 .00 0 .0 ' 1 1 1 1 ' F 0 5 1 5 P PAGE NO 1 VATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'A-3') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 3 IS LINE 'A-3' CATCH BASIN t 8 1 1 1 ' F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN 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 2.00 ' CD 2 4 1.50 CD 3 4 1.50 CD 4 2 0 .00 4.00 3.00 .00 1 1 - ' F 0 5 1 5 P PAGE NO 2 NATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT RO 1 IS A SYSTEM OUTLET + + ' U/S DATA STATION INVERT SECT W S ELEV 1004.42 1229.08 1 1230.76 ELEMENT NO 2 IS A REACH + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1008.66 1229.55 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH ` ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1025.60 1231.41 1 .013 .00 43.00 .00 0 ELEMENT NO 4 IS A REACH • * ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1037.50 1232.72 1 .013 .00 .00 .00 0 ELEMENT NO 5 IS A JUNCTION • * ` + U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 1041.00 1233.83 3 2 0 .015 11.5 .0 1233.83 .00 30.00 .00 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1065.40 1237.00 3 .013 .00 .00 .00 0 ' ELEMENT NO 7 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1065.40 1237.00 4 .500 ' ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1065.40 1237.00 4 1237.00 ' f!f!laa++•ff•fflf!l:++:uf!•fu:a++a•f!f!!flf+++:lffff!!fla++•+:f!!ffltt♦+•+• This software prepared for: Robert Hein, William Frost 6 Associates :•+•+•fff:t+!•+•!!f!lf+fa++++f•ffflff•a•+a++ff.!!ffl+•aa+f flflft++a•f+ffl+f!• +• WARNING NO. 2 •+ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV • DC ' 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-3') ' 100 YR. HYDROLOGY LINE 'A-3' CATCH BASIN i 8 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR +lflf++ltMff!!•HHfkHaRf of flffa Hff aaa H+k♦+fa+H!••fff!♦Hff++•+NHH•aalf afHHaf afiflafl+lkaf H fff Hafaaf Mf HfHf1fHN Naf 1004.42 1129.08 .824 1229.904 23.0 18.85 5.519 1235.423 .00 1.707 2.00 .00 .00 0 .0 ' 4.24 .11087 .080644 .34 .760 .00 1008.66 1229.55 .831 1230.381 23.0 18.64 5.394 1235.775 .00 1.707 2.00 .00 .00 0 .0 5.67 .10980 .077337 .44 .760 .00 ' 1014.33 1230.17 .842 1231.014 23.0 18.28 5.190 1236.204 .00 1.707 2.00 .00 .00 0 .0 11.27 .10980 .070724 .60 .760 .00 1025.60 1231.41 .874 1232.284 23.0 17.44 4.722 1237.005 .00 1.707 2.00 .00 .00 0 .0 4.77 .11008 .063836 .30 .760 .00 ' 1030.37 1231.94 .891 1232.826 23.0, 16.97 4.474 1237.300 .00 1.707 2.00 .00 .00 0 .0 7.13 .11008 .057803 .41 .760 .00 1037.50 1232.72 .925 1233.645 23.0 16.19 4.068 1237.713 .00 1.707 2.00 .00 00 0 .0 ' JUNCT STR .31714 .082928 .29 .00 1041.00 1233.83 .671 1234.501 11.5 15.01 3.500 1238.001 .00 1.293 1.50 .00 .00 0 .0 3.26 .12992 .067348 .22 .570 .00 ' 1044.26 1234.25 .688 1234.941 11.5 14.52 3.214 1238.215 .00 1.293 1.50 .00 .00 0 .0 3.90 .12992 .060364 .24 .570 .00 1048.16 1234.76 .714 1235.474 11.5 13.84 2.974 1238.448 .00 1.293 1.50 .00 .00 0 .0 1 11 11001 M1117 17 .570 .00 iU11.J1 1G1:1,1! •11: ac.iJ•Jw -:.- .�.✓ �.,�. -_.....-... ... _._.. _ ' 2.61 12992 •046783 .12 .570 •00 1053.94 1235.51 .770 1236.281 11.5 12.58 2.458 1238.739 .00 1.293 1.50 .00 .00 0 .0 2.19 12992 •041222 .09 .570 .00 1 F0515P PAGE 2 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-3') 100 YR. HYDROLOGY ' LINE 'A-3' CATCH BASIN 4 8 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEV SO SF AVE HF NORM DEPTH ZR ' fN ft}HHflHflitfHfffiflfliHR####k!♦1kflftHHif11lHH1H fflflf1f1H1fflf if i}1flNllfflHHlffff 4!111 fff!•IlIHHHfHl4f Nf!! 1056.13 1235.80 .799 1236.595 11.5 12.00 2.238 1238.833 .00 1.293 1.50 .00 .00 0 .0 1.83 .12992 .036352 .07 .570 .00 ' 1057.96 1236.03 .831 1236.865 11.5 11.44 2.033 1238.898 .00 1.293 1.50 .00 .00 0 .0 1.56 .12992 .032105 .05 .570 .00 1059.52 1236.23 .864 1237.099 11.5 10.911.849 1238.948 .00 1.293 1.50 .00 .00 0 .0 ' 1.31 .12992 •028377 .04 •570 .00 1060.83 1236.41 .899 1237.305 11.5 10.40 1.679 1238.984 .00 1.293 1.50 .00 .00 0 .0 1.11 .12992 .025106 .03 .570 .00 1061.94 1236.55 .935 1237.485 11.5 9.91 1.526 1239.011 .00 1.293 1.50 •00 .00 0 .0 92 •12992 •022253 .02 .570 .00 1062.86 1236.67 .975 1237.645 11.5 9.46 1.389 1239.034 .00 1.293 1.50 .00 .00 0 .0 .76 .12992 .019773 .02 .570 •00 ' 1063.62 1236.77 1.017 1237.786 11.5 9.01 1.261 1239.047 .00 1.293 1.50 .00 .00 0 .0 .62 .12992 .017605 .01 .570 .00 1064.24 1236.85 1.062 1237.912 11.5 8.59 1.147 1239.059 .00 1.293 1.50 •00 .00 0 .0 •50 .12992 .015717 .01 .570 .00 ' 1064.74 1236.91 1.110 1238.024 11.5 8.20 1.043 1239.067 .00 1.293 1.50 00' .00 0 .0 .35 .12992 .014093 .00 .570 00 1065.09 1236.96 1.164 1238.123 11.5 7.81 .948 1239.071 .00 1.293 1.50 .00 .00 0 .0 ' 23 .12992 .012715 .00 .570 .00 1065.32 1236.99 1.223 1238.213 11.5 7.45 .861 1239.074 .00 1.293 1.50 .00 .00 0 .0 .08 .12992 .011573 .00 .570 .00 ' 1 F0515P PAGE 3 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-3') 100 YR. HYDROLOGY ' LINE 'A-3' CATCH BASIN f 8 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEM SO SF AVE HF NORM DEPTH ZR }4f 4!!lf ilf 4f 11}4lffffff4lf!!}ff if 1f 411!1 if 1f 1111ff1fkfl11f1ff1ff lff!1111 lflfflffl!!k lfll lff}!Riff!!!fff if lfffffll lffffffff lff ll!!! 1065.40 1237.00 1.293 1238.293 11.5 7.10 .782 1239.075 .00 1.293 1.50 .00 .00 0 .0 ' WALL ENTRANCE .00 1065.40 1237.00 2.671 1239.671 11.5 1.44 .032 1239.703 .00 .770 4.00 3.00 .00 0 .0 1 1 ' F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING ' HEADING LINE NO 1 IS - TH. 22916 (LINE 'A-3.1') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 3 IS LIRE 'A-3.1' CATCH BASIN 1 9 (FILE NAME: LNEA3I.HSP) t 1 1 ' FOS15P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE IL ZR INW Y(ll Yl.. YI3) YI4) Y(5) Y(6) Y(7) YIA) Yf9) Yt10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 ' CD 2 2 0 .00 5.00 3.00 .00 ' 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 W S ELEV 1002.00 1233.60 1 1234.50 ELEMENT NO 2 IS A REACH * + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1033.38 1234.51 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANC PT MAN H 1056.94 1235.21 1 .013 .00 15.00 .00 0 ELEMENT NO 4 IS A REACH t f f U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1073.41 1235.74 1 .013 .00 .00 .00 0 ELEMENT NO 5 IS A WALL ENTRANCE + U/S DATA STATION INVERT SECT FP ' 1073.41 1235.74 2 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS * + U/S DATA STATION INVERT SECT W S ELEV 1073.41 1235.74 2 1235.74 tiHltt MflN♦fffff ff Hl/ffiflH Hff Hiff 1Mtffftiftf ftlff ff if tf ltlffftf Hftt This software prepared for: Robert Bein, Willian Frost 6 Associates Hff if aNi!♦altaafk♦aflffafHfkffff HkH flHlf lfflHlN♦f aff kff if fy ff Hflall! ' *+ WARNING NO. 2 •+ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-3.1') 100 YR. HYDROLOGY LINE 'A-3.1' CATCH BASIN f 9 (FILE NAME: LNEA31.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 L/ELEM SO SF AVE HF NORM DEPTH ZR kH 44f!!kk!lklf!!HIlfl HfHt1!!Ulfflff Hlffftlfffftffffff l!!lHHflf H!!ff Hff ff H ifM1l flfflH ff if if ffff Hff fHlH ltl Mflf lf•N!! ' 1002.00 1233.60 .894 1234.494 11.5 10.47 1.703 1236.197 .00 1.293 1.50 .00 .00 0 .0 31.38 .02900 .025858 .81. .870 .00 1033.38 1234.51 .923 1235.433 11.5 10.08 1.577 1237.010 .00 1.293 1.50 .00 .00 0 .0 ' 12.33 .02911 .023608 .29 .870 .00 1045.71 1234.88 .949 1235.825 11.5 9.75 1.477 1237.302 .00 1.293 1.50 .00 .00 0 .0 11.23 .02971 .021353 .24 .870 .00 1056.94 1235.21 .990 1236.200 11.5 9.30 1.342 1237.542 .00 1.293 1.50 .00 .00 0 .0 ' 4.15 .03218 .019351 .08 .850 .00 1061.09 1235.34 1.017 1236.361 11.5 9.01 1.261 1237.622 .00 1.293 1.50 .00 .00 0 .0 4.79 .03218 .017605 .08 .850 .00 ' 1065.88 1235.50 1.062 1236.560 11.5 8.59 1.147 1237.707 .00 1.293 1.50 .00 .00 0 .0 3.42 .03218 .015717 .05 .850 .00 1069.30 1235.61 1.110 1236.718 11.5 8.20 1.043 1237.761 .00 1.293 1.50 .00 .00 0 .0 2.25 .03218 .014093 .03 .850 .00 1071.55 1235.68 1.164 1236.844 11.5 7.81 .948 1237.792 .00 1.293 1.50 .00 .00 0 .0 1.40 .03218 .012715 .02 .850 .00 1072.95 1235.72 1.223 1236.948 11.5 7.45 .861 1237.809 .00 1.293 1.50 .00 .00 0 .0 ' 46 .03218 .011573 .01 .850 .00 1073.41 1235.74 1.293 1237.033 11.5 7.10 .782 1237.815 .00 1.293 1.50 .00 .00 0 .0 WALL ENTRANCE .00 ' 1073.41 1235.74 2.671 1238.411 11.5 1.44 .032 1238.443 .00 770 5.10 3.00 .00 0 O 1 1 1 ' F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' IN. 22916 (LINE 'A-4') HEADING LINE NO 2 IS 100 YR: HYDROLOGY ' HEADING LINE NO I IS LINE 'A-4' CATCH BA5IN t 7 1 1 1 1 ' F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(10) ' CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 ' Cl 2 2 0 .00 4.00 3.00 .00 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 W S ELEV 1003.00 1231.00 1 1232.16 ELEMENT NO 2 IS A REACH + + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.50 1237.90 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A WALL ENTRANCE + U/S DATA STATION INVERT SECT FP 1014.50 1237.90 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * + U/S DATA STATION INVERT SECT W S ELEV ' 1014.50 1237.90 2 1237.90 fllMff Hftflflllf Nflf llfflf ff if ffflHff♦lffff ff tffflflffff if lflH Hf1f1f1f1 This software prepared for: Robert Rein, William Frost fi Associates llNfff 1R1 HIHf1flf HlR HftilttMHllHHfHkf lfkl!lf fff NiklYflRlffH iflHf ' ++ WARNING NO. 2 ++ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 FOS15P PAGE 1 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-4') 100 YR. HYDROLOGY LINE 'A-4' CATCH BASIN i 7 ' STATION INVERT DEPTH N.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ IL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID 10. PIER L/ELEM 50 SF AVE HF NORM DEPTH ZR f!lfffllfff flfflkfMflf ifft4ff 11f4H1fifl1fff 11 t11Hfflfff Hfff#fflfllflffffH 11f 1f1f Hffflffl N fiN H•llff if H f!l HfllffflffflHH ' 1003.00 1231.00 .242 1231.242 3.5 18.92 5.558 1236.800 .00 .714 1.50 .00 .00 0 .0 .82 .60000 .336782 .28 .200 .00 1003.82 1231.49 .245 1231.735 3.5 18.52 5.325 1237.060 .00 .714 1.50 .00 .00 0 .0 ' 1.61 .60000 .304908 .49 .200 .00 1005.43 1232.45 .254 1232.709 3.5 17.68 4.852 1237.561 .00 .714 1.50 .00 .00 0 .0 1.29 .60000 .266420 .34 .200 .00 ' 1006.72 1233.23 .262 1233.494 3.5 16.83 4.391 1237.891 .00 .714 1.50 .00 .00 0 .0. 1.07 .60000 .232569 .25 .200 .00 1007.79 1233.87 .271 1234.142 3.5 16.06 4.003 1238.145 .00 .714 1.50 .00 .00 0 .0 .89 .60000 .203170 .18 .200 .00 1008.68 1234.41 .280 1234.687 3.5 15.28 3.627 1238.314 .00 .714 1.50 .00 .00 0 .0 .76 .60000 .177567 .13 .200 .00 1009.44 1234.86 .290 1235.153 3.5 14.58 3.302 1238.455 .00 .714 1.50 .00 .00 0 .0 ' 65 .60000 .155109 .10 .200 .00 1010.09 1235.26 .299 1235.555 3.5 13.89 2.995 1238.550 .00 .714 1.50 .00 .00 0 .0 .57 .60000 .135519 .08 .200 .00 1010.66 1235.59 .310 1235.904 3.5 13.26 2.729 1238.633 .00 .714 1.50 .00 .00 0 .0 49 .60000 .118489 .06 1200 .00 1011.15 1235.89 .320 1236.211 3.5 12.64 2.479 1238.690 .00 .714 1.50 .00 .00 0 .0 .44 .60000 .103504 .05 .200 .00 ' 1011.59 1236.15 .331 1236.482 3.5 12.07 2.262 1238.744 .00 .714 1.50 .00 .00 0 .0 .38 .60000 .090458 .03 .200 .00 1 F0515P PAGE 2 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-4') 100 YR. HYDROLOGY LINE 'A-4' CATCH BASIN 1 7 ' STATION INVERT DEPTH X.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 L/ELEM SO SF AVE HF NORM DEPTH ZR ' lftf tffffauffff+:+f afffflfltt lfl11ff1f 1f uffuflfflfff fff ufftf tfttlfllf uffflffffftfflltf tf:uflf ult if tfffl if lf+ff 1111ff f11t•1f 1011.97 1236.38 .342 1236.722 3.5 11.51 2.058 1238.780 .00 .714 1.50 .00 .00 0 .0 .33 .60000 .079078 .03 .200 .00 •SU ."VUb .amu J.JJ .v.. .LVV •�� ' 1012.60 1236.76 .366 1237.125 3.5 10.45 1.695 1238.820 .00 .714 1.50 .00 .00 0 .0 .26 .60000 .060491 .02 .200 .00 1012.86 1236.92 .379 1237.295 3.5 9.97 1.544 1238.839 .00 .714 1.50 .00 .00 0 .0 .23 .60000 .052928 .01 .200 .00 ' 1013.09 1237.06 .392 1237.448 3.5 9.51 1.405 1238.853 .00 .714 1.50 .00 .00 0 .0 .21 .60000 .046315 .01 .200 .00 1013.30 1237.18 .406 1237.585 3.5 9.07 1.277 1238.862 .00 .714 1.50 .00 .00 0 .0 18 .60000 .040537 01 .200 .00 1013.48 1237.29 .420 1237.708 3.5 8.64 1.160 1238.868 .00 .714 1.50 .00 .00 0 .0 .16 .60000 035455 .01 .200 .00 ' 1013.64 1237.39 .434 1237.819 3.5 8.24 1.053 1238.872 .00 .714 1.50 .00 .00 0 .0 .14 .60000 .031013 .00 .200 .00 1013.78 1237.47 .449 1237.919 3.5 7.85 .956 1238.875 .00 .714 1.50 .00 .00 0 .0 .13 .60000 .027153 .00 .200 .00 ' 1013.91 1237.55 .465 1238.010 3.5 7.49 .872 1238.882 .00 .714 1.50 .00 .00 0 .0 .11 .60000 .023776 .00 .200 .00 1014.02 1237.61 .481 1238.091 3.5 7.14 .792 1238.883 .00 .714 1.50 .00 .00 0 .0 ' 09 .60000 .020820 .00 .200 .00 1 F0515P PAGE 3 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-4') ' 100 YR. HYDROLOGY LINE 'A-4' CATCH BASIN 1 7 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ffff ffffalffkffflkfH!lH f1flY NkH Hff4H kflf!l1fNlHH!lk Htk klkHlMNlffklflkfHlHlfifl H if if if!liHifff NfflHNlHlHf1HM t 1014.11 1137.61 .498 1238.165 3.5 6.11 .720 1238.885 .00 .714 1.50 .00 .00 0 .0 .08 .60000 .018245 .00 .200 .00 1014.19 1237.72 .516 1238.232 3.5 6.49 .655 1238.887 .00 .714 1.50 .00 .00 0 .0 .07 .60000 .016000 .00 .200 .00 t 1014.26 1237.76 .535 1238.293 3.5 6.18 .594 1238.887 .00 .714 1.50 .00 .00 0 .0 .06 .60000. .014032 .00 .200 .00 1014.32 1237.79 .554 1238.348 3.5 5.90 .541 1238.889 .00 .714 1.50 .00 .00 0 .0 ' OS 60000 .012304 .00 .200 .00 1014.37 1237.82 .574 1238.398 3.5 5.63 .492 1238.890 .00 .714 1.50 .00 .00 0 .0 .04 .60000 .010789 .00 .200 .00 1014.41 1237.15 .594 1238.443 3.5 5.36 .446 1238.889 .00 .714 1.50 .00 .00 0 .0 .04 .60000 .009466 .00 .200 .00 1014.45 1237.87 .616 1238.484 3.5 5.12 .407 1238.891 .00 .714 1.50 .00 .00 0 .0 .02 .60000 .008314 .00 .200 .00 1014.47 1237.88 .639 1238.521 3.5 4.87 .369 1238.890 .00 .714 1.50 .00 .00 0 .0 .02 .60000 .007302 .00 .200 .00 1014.49 1237.89 .662 1238.555 3.5 4.65 .335 1238.890 .00 .714 1.50 .00 .00 0 .0 01 .60000 .006416 .00 .200 .00 1014.50 1237.90 .687 1238.585 3.5 4.43 .305 1238.890 .00 .714 1.50 .00 .00 0 .0 .00 .60000 .005631 .00 .200 .00 1014.50 1237.90 .714 1238.614 3.5 4.22 .276 1238.890 .00 .714 1.50 .00 .00 0 .0 ' WALL ENTRANCE .00 1 F0515P PAGE 4 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-4') 100 YR. HYDROLOGY LINE 'A-4' CATCH BASIN # 7 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR f/lfffffHHf Rf lfffllf ff H ffff Htft HlHfH f♦1f afNaHfHflf iflufff Hfff f HfHflf♦ftfftH MfHfHkif ffl ffff lff HfMfltf flH fff Hff ' 1014.50 1237.90 1.085 1238.985 3.5 1.08 .018 1239.003 .00 .348 4.00 3.00 .00 0 .0 1 1 ' F 0 5 1 5 P PAGE NO 1 HATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'A-4.1') HEADING LINE NO 2 IS 100 YR'. HYDROLOGY ' HEADING LINE NO 3 IS LINE 'A-4.1' CATCH BASIN t 6A 1 1 ' F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(ll 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 1.50 ' CD 2 2 0 .00 4.00 3.00 .00 1 1 ' 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 W S ELEV 1003.00 1231.35 1 1232.46 ELEMENT NO 2 IS A REACH . 1 ' UIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.00 1231.99 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH UIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1026.67 1236.80 1 .013 .00 .00 .00 0 ELEMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP ' 1026.67 1236.80 2 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS + ' UIS DATA STATION INVERT SECT W S ELEV 1026.67 1236.80 2 1236.80 ' fffffllf+flfflffff!•lf lAkfflkfffkfff lff lfllfAlffff}llf fffflllff lfff if lllfffff This software prepared for: Robert Bein, William Frost 6 Associates 1 Rf if fi if Rfl Hffi Mfl/f Htf tff tlf tf}}fft kffff HfH Hftff Hff H kIRRf AAAAAAAARA ' +• WARNING NO. 2 "• WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV : INV + DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-4.1') 100 YR. HYDROLOGY LINE 'A-4.1' CATCH BASIN 4 6A 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 L/ELEM SO SF AVE HF NORM DEPTH ZR ffffffRflffffffflklHkHlHf!llfi N kflfHff lif Rffl Hflffff Hff if HkH HflRfflH1l HffffflfffflfflH M♦H♦ff ff lfiMf!♦lfffffi H•ffH ' 1003.00 1231.35 .308 1231.658 3.5 13.36 2.771 1234.429 .00 .714 1.50 .00 .00 0 .0 2.95 .05818 .138135 .41 .370 .00 1005.95 1231.52 .299 1231.821 3.5 14.00 3.043 1234.865 .00 .714 1.50 .00 .00 0 .0 ' 2.96 .05818 .157216 .47 .370 .00 1008.91 1231.69 .289 1231.983 3.5 14.64 3.330 1235.313 .00 .714 1.50 .00 .00 0 .0 2.66 .05818 .179763 .48 .370 .00 1011.57 1231.85 .279 1232.128 3.5 15.35 3.659 1235.787 .00 .714 1.50 .00 .00 0 .0 ' 2.43 .05818 .205837 .50 .370 .00 1014.00 1231.99 .271 1232.261 3.5 16.13 4.040 1236.301 .00 .714 1.50 .00 .00 0 .0 .13 .37964 .218416 .03 .230 .00 ' 1014.13 1232.04 .271 1232.310 3.5 16.06 4.003 1236.313 .00 .714 1.50 .00 .00 0 .0 2.01 .37964 .203170 .41 .230 .00 1016.14 1232.80 .280 1233.082 3.5 15.28 3.627 1236.709 .00 .714 1.50 .00 .00 0 .0 1.56 .37964 .177567 .28 .230 .00 ' 1017.72 1233.40 .290 1233.694 3.5 14.58 3.302 1236.996 .00 .714 1.50 .00 .00 0 .0 1.30 .37964 .155109 .20 .230 .00 1019.02 1233.90 .299 1234.196 3.5 13.89 2.995 1237.191 .00 .714 1.50 .00 .00 0 .0 ' 1.08 .37964 .135519 .15 .230 .00 1020.10 1234.31 .310 1234.615 3.5 13.26 2.729 1237.344 .00 .714 1.50 .00 .00 0 .0 .91 .37964 .118489 .11 .230 .00 ' 1021.01 1234.65 .320 1234.971 3.5 12.64 2.479 1237.450 .00 .714 1.50 .00 .00 0 .0 .78 .37964 .103504 .08 .230 .00 1 F0515P PAGE 2 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-4.1') 100 YR. HYDROLOGY LINE 'A-4,1' CATCH BASIN t 6A ' STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRO.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR .... - ....���............................................!f1lflkf l•f1"ffllf lffffll if if if•!1f•lfff if lflkf lflfff 10[1.79 1244.95 .341 124S.Lie .e.ui /.Lo/ iLai.)yu uv ./14 ..lv w V� ' 67 .37964 .090456 .06 .230 .00 1022.46 1235.20 .342 1235.544 3.5 11.51 2.058 1237.602 .00 .714 1.50 .00 .00 0 .0 .58 .37964 .079078 .05 .230 .00 ' 1023.04 1235.42 .354 1235.776 3.5 10.97 1.869 1237.645 .00 .714 1.50 .00 .00 0 .0 .51 .37964 .069156 .04 .230 .00 1023.55 1235.61 .366 1235.981 3.5 10.45 1.695 1237.676 .00 .714 1.50 .00 .00 0 .0 .44 .37964 .060491 .03 .230 .00 ' 1023.99 1235.78 .379 1236.162 3.5 9.97 1.544 1237.706 .00 .714 1.50 .00 .00 0 .0 .39 .37964 .052928 .02 .230 .00 1024.38 1235.93 .392 1236.323 3.5 9.51 1.405 1237.728 .00 .714 1.50 .00 .00 0 .0 ' .34 .37964 .046315 .02 .230 .00 1024.72 1236.06 .406 1236.466 3.5 9.07 1.277 1237.743 .00 .714 1.50 .00 .00 0 .0 .30 .37964 .040537 .01 .230 .00 1025.02 1236.17 .420 1236.594 3.5 8.64 1.160 1237.754 .00 .714 1.50 .00 .00 0 .0 27 .37964 .035455 .01 .230 .00 1025.29 1236.28 .434 1236.709 3.5 8.24 1.053 1237.762 .00 .714 1.50 .00 .00 0 .0 .23 .37964 .031013 .01 .230 .00 ' 1025.52 1236.36 .449 1236.812 3.5 7.85 .956 1237.768 .00 .714 1.50 .00 .00 0 .0 .20 .37964 .027153 .01 .230 .00 1025.72 1236.44 .465 1236.904 3.5 7.49 .872 1237.776 .00 .714 1.50 .00 .00 0 .0 ' 18 .37964 .023776 .00 .230 .00 1 F0515P PAGE 3 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-4.1') ' 100 YR. HYDROLOGY LINE 'A-4.1' CATCH BASIN 4 6A STATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR Mff\ffffliN\N\fH\\Nffffl lff H#HlfNH}li1H H!lkiH!!1l HfHH}fUHlHfH\N\kf N\\#1lf H\Nfflif lfflH ilf fff Nf ilN Nffff if 1025.90 1236.51 .481 1236.987 3.5 7.14 .792 1237.779 .00 .714 1.50 .00 .00 0 .0 15 .37964 .020820 .00 .230 .00 1026.05 1236.56 .498 1237.063 3.5 6.81 .720 1237.783 .00 .714 1.50 .00 .00 0 .0 .13 .37964 .018245 .00 .230 .00 ' 1026.18 1236.61 .516 1237.130 3.5 6.49 .655 1237.785 .00 .714 1.50 .00 .00 0 .0 .11 .37964 .016000 .00 .230 .00 1026.29 1236.66 .535 1237.192 3.5 6.18 .594 1237.786 .00 .714 1.50 .00 .00 0 .0 ' 10 .37964 .014032 .00 .230 .00 1026.39 1236.69 .554 1237.247 3.5 5.90 .541 1237.788 .00 .714 1.50 .00 .00 0 .0 .08 .37964 .012304 .00 .230 .00 1026.47 1236.72 .574 1237.297 3.5 5.63 .492 1237.789 .00 .714 1.50 .00 .00 0 .0 06 .37964 .010789 .00 .230 .00 1026.53 1236.75 .594 1237.343 3.5 5.36 .446 1237.769 .00 .714 1.50 .00 .00 0 .0 .05 .37964 .009466 .00 .230 .00 ' 1026.58 1236.77 .616 1237.384 3.5 5.12 .407 1237.791 .00 .714 1.50 .00 .00 0 .0 .04 .37964 .008314 .00 .230 .00 1026.62 1236.78 .639 1237.421 3.5 4.87 .369 1237.790 .00 .714 1.50 .00 .00 0 .0 .03 .37964 .007302 .00 .230 .00 ' 1026.65 1236.79 .662 1237.455 3.5 4.65 .335 1237.790 .00 .714 1.50 .00 .00 0 .0 .02 .37964 .006416 .00 .230 .00 1026.67 1236.80 .687 1237.485 3.5 4.43 .305 1237.790 .00 .714 1.50 .00 .00 0 .0 ' 00 .37964 .005631 .00 .230 .00 1 F0515P PAGE 4 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-4.1') 100 YR. HYDROLOGY LINE 'A-4.1' CATCH BASIN t 6A STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR fffllM flff\1f 11ff lffffff f#i1f1H\Hffffff lff Hlf HlN Nfff ff#f1Nf\ff M ffff NNff\ff ffl N fff lfffff##kffff N1f kf HiH N!#fflf♦f f1#: ' 1026.67 1236.60 .714 1237.514 3.5 4.22 .276 1237.790 .00 .714 1.50 .00 .00 0 .0 WALL ENTRANCE .00 1026.67 1236.80 1.085 1237.885 3.5 1.08 .018 1237.903 .00 .348 4.00 3.00 .00 0 .0 ' F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'A-4.2') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 3 IS - LINE 'A-4.2' CATCH BASIN 1 5 1 1 1 1 ' F0515P NATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN 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(B) Y(9) Y(10) ' CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 ' Cl 2 2 0 .00 4.00 3.00 .00 1 ' 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 N S ELEV ' 1003.00 1245.28 1 1247.46 ELEMENT NO 2 IS A REACH + + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.67 1255.67 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A WALL ENTRANCE + U/S DATA STATION INVERT SECT FP ' 1014.67 1255.67 2 .500 ELEMENT NO 4 IS A SYSTEM READWORKS + U/S DATA STATION INVERT SECT N S ELEV ' 1014.67 1255.67 2 1255.67 1 1 1 1 ' ♦f+a+of+++•+♦••••••+++f+++f••••f+a:•u aaaa•++++••f•f+++++f+aa•++••f++++.•+u• This softrare prepared for: Robert Bein, William Frost & Associates ••+af to••••++•fa••+•♦+•••aa•a•+♦+faaa a+++••a+•+a•+++++••u•f+a a+•f aa•••+u•• ' •+ WARNING NO. 2 ++ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-4.2') 100 YR. HYDROLOGY LINE 'A-4.2' CATCH BASIN 1 5 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR +ffa••••a++f++u++•a:•a•a•au••+ff++f+afaa+♦:•a••a+••++•»+••+•f+af•ff ua•••a•aa•a•f+++++aaf•••••••••a•a••a••+•+++ff+•+•f u•auu+• ' 1003.00 1245.28 .472 1245.752 12.3 25.84 10.368 1256.120 .00 1.326 1.50 .00 .00 0 .0 .11 .89032 .295295 .03 .350 .00 1003.11 1245.38 .473 1245.848 12.3 25.73 10.282 1256.130 .00 1.326 1.50 .00 .00 0 .0 1.49 .89032 .275324 .41 .350 .00 ' 1004.60 1246.70 .490 1247.191 12.3 24.50 9.322 1256.513 .00 1.326 1.50 .00 .00 0 .0 1.28 .89032 .241195 .31 .350 .00 1005.88 1247.84 .507 1248.348 12.3 23.38 8.491 1256.839 .00 1.326 1.50 .00 .00 0 .0 ' 1.11 .89032 .211287 .23 .350 .00 1006.99 1248.83 .525 1249.353 12.3 22.28 7.710 1257.063 .00 1.326 1.50 .00- .00 0 .0 .96 .89032 .185223 .18 .350 .00 ' 1007.95 1249.69 .544 1250.233 12.3 21.24 7.008 1257.240 .00 1.326 1.50 .00 .00 0 .0 .85 .89032 .162377 .14 .350 .00 1008.80 1250.44 .563 1251.008 12.3 20.26 6.376 1257.384 .00 1.326 1.50 .00 .00 0 .0 .75 .89032 .142424 .11 .350 .00 ' 1009.55 1251.11 .584 1251.694 12.3 19.31 5.790 1257.484 .00 . 1.326 1.50 .00 .00. 0 .0 .66 .89032 .125011 .08 .350 .00 1010.21 1251.70 .605 1252.303 12.3 18.41 5.265 1257,568 .00 1.326 1.50 .00 .00 0 .0 ' 58 .89032 .109709 .06 .350 .00 1010.79 1252.22 .627 1252.846 12.3 17.55 4.781 1257.627 .00 1.326 1.50 .00 .00 0 .0 .52 .89032 .096331 .05 .350 .00 ' 1011.31 1252.68 .650 1253.331 12.3 16.73 4.349 1257.680 .00 1.326 1.50 .00 .00 0 .0 .46 .89032 .084627 .04 .350 .00 1 F0515P PAGE 2 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-4.2') 100 YR. HYDROLOGY LINE 'A-4.2' CATCH BASIN t 5 ' STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR :a++++++f++••++a+a++a++a••++a+a++a++••a:•aa•f•+f••a••••••••+•••u••••••+•+++++++++aa+•+•f++aa•+a+ff••+•••+•••++++++••+++++++f+++••: ' 1011.77 1253.09 .674 1253.765 12.3 15.95 3.952 1257.717 .00 1.326 1.50 .00 .00 0 .0 .41 .89032 .074379 .03 .350 .00 1012.18 1253.46 .699 1254.156 12.3 15.22 3.598 1257.754 .00 1.326 1.50 .00 .00 0 .0 ' 37 .89032 .065436 .02 .350 .00 1012.55 1253.78 .726 1254.506 12.3 14.50 3.267 1257.773 .00 1.326 1.50 .00 .00 0 .0 .32 .89032 .057597 .02 .350 .00 ' 1012.87 1254.07 .753 1254.822 12.3 13.84 2.972 1257,794 .00 1.326 1.50 .00 .00 0 .0 .29 .89032 .050712 .01 .350 .00 1013.16 1254.32 .782 1255.107 12.3 13.20 2.705 1257,812 .00 1.326 1.50 .00 .00 0 .0 .25 .89032 .044694 .01 .350 .00 ' 1013.41 1254.55 .812 1255.364 12.3 12.58 2.456 1257.820 .00 1.326 1.50 .00 .00 0 .0 .23 .89032 .039424 .01 .350 .00 1013.64 1254.75 .844 1255.596 12.3 11.99 2.232 1257.828 .00 1.326 1.50 .00 .00 0 .0 ' 20 .89032 .034825 .01 .350 .00 1013.84 1254.93 .878 1255.606 12.3 11.43 2.029 1257.835 .00 1.326 1.50 .00 .00 0 .0 .17 .89032 .030805 .01 .350 .00 .1] .09UJL .uu L0l .ou .aJu 1014.16 1255.22 .952 1256.168 12.3 10.90 1.679 1257.847 00 1.326 1.50 .00 .00 0 .0 .13 .89032 .024206 .00 .350 .00 1014.29 1255.33 .992 1256.324 12.3 9.91 1,525 1257.849 .00 1,326 1.50 .00 .00 0 .0 .11 .89032 .021514 .00 .350 .00 ' 1 F0515P PAGE 3 MATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-4.2') 100 YR. HYDROLOGY LINE 'A-4.2' CATCH BASIN 4 5 STATION INVERT DEPTH M.S.' 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ♦t:elEytffltlSOttttltfl:fffffffffftftftffl+lt:ftt.ff++f::tSFlAVE f:ttfHFlffltttt:f::.:fttlt NORM DEPTH lftftttlttflflfffZRfflftfffft: 1014.40 1255.43 1.035 1256.465 12.3 9.45 1.386 1257.851 .00 1.326 1.50 .00 .00 0 .0 ' 09 .89032 .019181 .00 .350 .00 1014.49 1255.51 1.082 1256.592 12.3 9.01 1.261 1257.853 .00 1.326 1.50 .00 .00 0 .0 .07 .89032 .017158 .00 .350 .00 ' 1014.56 1255.58 1.132 1256.708 12.3 8.59 1.146 1257.854 .00 1.326 1.50 .00 .00 0 .0 .06 .89032 .015418 .00 .350 .00 1014.62 1255.63 1.188 1256.813 12.3 8.19 1.041 1257.854 .00 1.326 1.50 .00 .00 0 .0 .04 .89032 .013960 .00 .350 .00 ' 1014.66 1255.66 1.251 1256.909 12.3 7.81 .947 1257.856 .00 1.326 1.50 .00 .00 0 .0 .01 .89032 .012788 .00 .350 .00 1014.67 1255.67 1.326 1256.996 12.3 7.44 .860 1257.856 .00 1.326 1.50 .00 .00 0 .0 ' WALL ENTRANCE .00 1014.67 1255.67 2.877 1258.547 12.3 1.43 .032 1258.579 .00 .806 4.00 3.00 - .00 0 .0 1 ' 1 1 1 t 1 1 ' F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TR. 22916 (LINE 'A-4.3') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY ' HEADING 1111 10 3 IS LINE 'A-4.3' CATCH BASIN t 0 1 1 1 1 ' 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(B) Y(9) Y(10) ' CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 ' CD 2 2 0 .00 4.00 3.00 .00 1 t 1 ' 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 W 5 ELEV 1003.00 1245.50 1 1247.69 ELEMENT NO 2 IS A REACH + + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1026.67 1254.49 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A WALL ENTRANCE + U/S DATA STATION INVERT SECT FP ' 1026.67 1254.49 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS + + U/S DATA STATION INVERT SECT W S ELEV ' 1026.67 1254.49 2 1254.49 fl iff llffff+b Nfff HflfllNllRHfRff ff tf iYllf It tf fff if if llf if Nflf tlff•fff if This software prepared for: Robert Hein, William Frost 6 Associates H RNff 1lfffffffiH HHHHffffff HlHflH Hlf ffff RN fff tfiffikf Hfffffff if it ' +! WARNING NO. 2 ++ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 FOS15P PAGE 1 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-4.3') 100 YR. HYDROLOGY LINE 'A-4.3' CATCH BASIN t 4A STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL .NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ff!!ffllf Hflf HfH ffflHlHfff if HfflHiflflffflH lfffklff fff Hfflf!lf!#ffff fNflf HfHlf f Mff 1/f 11Hkl+fltlf llt•f H if lfffHHff It ' 1003.00 1245.50 .387 1245.887 7.6 21.05 6.882 1252.769 .00 1.068 1.50 .00 .00 0 .0 2.65 .37980 .237492 .63 .340 .00 1005.65 1246.51 .394 1246.900 7.6 20.49 6.516 1253.416 .00 1.068 1.50 .00 .00 0 .0 ' 3.47 ,37980 .213347 .74 .340 .00 1009.12 1247.82 .408 1248.232 7.6 19.54 5.927 1254.159 .00 1.068 1.50 .00 .00 0 .0 2.71 .37980 .186715 .51 .340 .00 1011.83 1248.85 .422 1249.276 7.6 18.63 5.388 1254.664 .00 1.068 1.50 .00 .00 0 .0 ' 2.19 .37980 .163417 .36 .340 .00 1014.02 1249.69 .437 1250.122 7.6 17.76 4.896 1255.018 .00 1.068 1.50 .00 .00 0 .0 1.81 .37980 .143054 .26 .340 .00 ' 1015.83 1250.37 .452 1250.826 7.6 16.93 4.449 1255.275 .00 1.068 1.50 .00 .00 0 .0 1.53 .37980 .125231 .19 .340 .00 1017.36 1250.95 .468 1251.420 7.6 16.14 4.043 1255.463 .00 1.068 1.50 .00 .00 0 .0 ' 1.29 .37980 .109644 .14 .340 .00 1018.65 1251.45 .484 1251.930 7.6 15.38 3.675 1255.605 .00 1.068 1.50 .00 .00 0 .0 1.12 .37980 .095996 .11 .340 .00 1019.77 1251.87 .501 1252.371 7.6 14.67 3.343 1255.714 .00 1.068 1.50 .00 .00 0 .0 ' 97 .37980 .084114 .08 .340 .00 1020.74 1252.24 .519 1252.756 7.6 13.97 3.031 1255.787 .00 1.068 1.50 .00 .00 0 .0 .84 .37980 .073757 .06 .340 .00 1021.58 1252.56 .538 1253.093 7.6 13.33 2.761 1255.854 .00 1.068 1.50 .00 .00 0 .0 .73 .37980 .064675 .05 .340 .00 1 F0515P PAGE 2 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-4.3') 100 YR. HYDROLOGY LINE 'A-4.3' CATCH BASIN 4 4A ' 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 L/ELEM SO SF AVE HF NORM DEPTH ZR ' !!!!ffff R1R 11R Rf llf lf!!\1lRf if!lf lkllf+lfff+fff lfffll11ff 1fff11f+ffff lffff+ffff!\tflfllllf+lR\f!\!!ffff ffffllfffff lRftu ff if+!lllff 1022.31 1252.83 .557 1253.392 7.6 12.71 2.508 1255.900 .00 1.068 1.50 .00 .00 0 .0 .64 .37980 .056706 .04 .340 .00 1077.95 1753.08 .577 12S3.656 7.6 17.12 2 7A1 12SS.937 .00 1.06A 1.50 .00 .00 0 .0 .57 .37980 U49749 u3 .j40 Uu ' 1023.52 1253.29 .598 1253.891 7.6 11.55 2.072 1255.963 .00 1.068 1.50 .00 .00 0 .0 .49 .37980 .043670 .02- .340 .00 1024.01 1253.48 .620 1254.101 7.6 11.01 1.884 1255.985 .00 1.068 1.50 .00 .00 0 .0 ' .44 .37980 .038355 .02 .340 .00 1024.45 1253.65 .643 1254.289 7.6 10.50 1.711 1256.000 .00 1.068 1.50 .00 .00 0 .0 .38 .37980 .033683 .01 .340 .00 1024.83 1253.79 .666 1254.458 7.6 10.01 1.557 1256.015 .00 1.068 1.50 .00 .00 0 .0 ' 33 .37980 .029592 .01 .340 .00 1025.16 1253.92 .691 1254.609 7.6 9.55 1.416 1256.025 .00 1.068 1.50 .00 .00 0 .0 .30 .37980 .026026 .01 .340 .00 ' 1025.46 1254.03 .717 1254.746 7.6 9.10 1.286 1256.032 .00 1.068 1.50 .00 .00 0 .0 .25 .37980 .022899 .01 .340 .00 1025.71 1254.12 .744 1254.868 7.6 8.68 1.169 1256.037 .00 1.068 1.50 .00 .00 0 .0 .21 .37980 .020167 .00 .340 .00 ' 1025.92 1254.21 .773 1254.979 7.6 8.28 1.064 1256.043 .00 1.068 1.50 .00 .00 0 .0 .19 .37980 .017778 .00 .340 .00 1026.11 1254.28 .803 1255.079 7.6 7.89 .967 1256.046 .00 1.068 1.50 .00 .00 0 .0 15 .37980 .015677 .00 .340 .00 1 FOS15P PAGE 3 NATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-4.3') 100 YR. HYDROLOGY LINE 'A-4.3' CATCH BASIN 4 4A STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 1ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEV SO SF AVE HF NORM DEPTH ZR Hifif H iffHHfk1H 1l1flHMH1HfHHf1 Hlf 1Hflf Iff lflHfllf Hfffff if f HfilH H1H1HHHH H11ifIHfHlHfHfHHHlf Iff H if iff ' 1026.26 1254.33 .834 1255.169 7.6 7.52 .879 1256.048 .00 1.068 1.50 .00 . .00 0 .0 .13 .37980 .013836 .00 .340 .00 1026.39 1254.38 .867 1255.251 7.6 7.18 .800 1256.051 .00 1.068 1.50 .00 .00 0 .0 .10 .37980 .012230 .00 .340 .00 ' 1026.49 1254.42 .902 1255.325 7.6 6.84 .727 1256.052 .00 1.068 1.50 .00 .00 0 .0 .08 .37980 .010824 .00 .340 .00 1026.57 1254.45 .939 1255.392 7.6 6.52 .661 1256.053 .00 1.068 1.50 .00 .00 0 .0 ' 06 .37980 .009599 .00 .340 .00 1026.63 1254.47 .979 1255.452 7.6 6.22 .601 1256.053 .00 1.068 1.50 .00 .00 0 .0 .03 .37980 .008528 .00 .340 .00 ' 1026.66 1254.49 1.021 1255.507 7.6 5.93 .546 1256.053 .00 1.068 1.50 .00 .00 0 .0 .01 .37980 .007587 .00 .340 .00 1026.67 1254.49 1.068 1255.558 7.6 5.65 .495 1256.053 .00 1.068 1.50 .00 .00 0 .0 WALL ENTRANCE 00 ' 1026.67 1254.49 1.804 1256.294 7.6 1.40 .031 1256.325 .00 .584 4.00 3.00 .00 0 .0 1 1 1 F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO I IS - ' TR._22916 (LINE 'A-5') HEADING LIRE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 3 IS - LINE 'A-5' CATCH BASIN i 2B ' F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNH NO OF AVE PIER HEIGHT I BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(10) ' CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 4.00 ' CD 2 4 1.50 CD 3 4 1.50 CD 4 4 2.50 CD 5 4 1.50 CD 6 4 1.50 CD 7 4 1.50 CD 8 4 1.50 ' CD 9 4 2.00 CD 10 4 1.50 CD 11 4 1.50 CD 12 4 1.50 CD 13 2 0 .00 5.00 3.00 .00 CD 14 4 2.00 ' Cl 15 4 2.00 CD 16 4 2.00 CD 17 4 2.00 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 W S ELEV 1006.00 1246.37 1 1251.48 ELEMENT NO 2 IS A REACH • ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1011.46 1246.51 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1035.02 1246.97 1 .013 .00 60.00 .00 0 ELEMENT NO 4 IS A REACH • ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1041.50 1247.29 1 .013 .00 .00 .00 0 ELEMENT NO 5 IS A JUNCTION + ' • • ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 1048.66 1248.00 4 2 3 .015 13.1 13.1 1248.70 1248.70 30.00 30.00 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1170.00 1260.86 4 .013 .00 .00 .00 0 ' ELEMENT NO 7 IS A JUNCTION + • • * ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1177.58 1261.80 9 14 0 .015 20.0 .0 1262.00 .00 30.00 .00 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 8 IS A REACH • + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1184.40 1261.90 15 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1219.74 1262.39 16 .013 .00 90.00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1223.91 1262.45 17 .013 .00 .00 .00 0 ELEMENT NO 11 IS A WALL ENTRANCE ' U/S DATA STATION INVERT SECT FP 1223.91 1262.45 13 .500 1 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 12 IS A SYSTEM HEADWORKS + ' U/S DATA STATION INVERT SECT W S ELEV 1223.91 1262.45 13 .00 f111f of ff lfl111fffllff.f1111ffflflflllf!!ff!\f 1ff11flfffllf if l\lf llff lfffllkl ' This software prepared for: Robert Bein, William Frost A Associates ftfftHfNfH NlfffHfHflflflNfHtlflH 111 lltf of Nl1H 11lf If lfHHfN11}!1f *+ WARNING N0. 2 *+ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S,ELEV = INV 1 DC 1 F0515P PAGE 1 RATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-5') 100 YR. HYDROLOGY ' LINE 'A-5' CATCH BASIN E 28 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEM SO SF AVE HF NORM DEPTH ZR fft ff}fffi HfflH H}ftf if}fNHflf fff YHfif HlHfllRfRf RRR#AR#A ARRRRRRR!#RA#!lAA AfAfirfly kf It if if 1t1111f If R1lt lfff Mlaaf 1f 11tH fIN 1006.00 1246.37 5.110 1251.480 66.2 5.27 .431 1251.911 .00 2.457 4.00 .00 .00 0 .0 5.46 .02564 .002124 .01 1.470 .00 ' 1011.46 1246.51 4.982 1251.492 66.2 5.27 .431 1251.923 .00 2.457 4.00 .00 .00 0 .0 14.83 .01952 .002124 .03 1.581 .00 1026.29 1246.80 4.765 1251.565 66.2 5.27 .431 1251.996 .00 2.457 4.00 .00 .00 0 .0 ' HYDRAULIC JUMP .00 1026.29 1246.80 1.175 1247.975 66.2 21.49 7.169 1255.144 .00 2.457 4.00 .00 .00 0 .0 8.73 .01952 .062151 .54 1.581 .00 1035.02 1246.97 1.155 1248.125 66.2 22.02 7.531 1255.656 .00 2.457 4.00 .00 .00 0 .0 6.48 .04939 .064948 .42 1.235 .00 1041.50 1247.29 1.149 1248.439 66.2 22.18 7.642 1256.082 .00 2.457 4.00 .00 .00 0 .0 JUNCT STR .09916 .104414 .75 .00 1048.66 1248.00 .977 1248.977 40.0 22.51 7.868 1256.845 .00 2.129 2.50 .00 .00 0 .0 30.64 .10598 .086342 2.65 .940 .00 1079.30 1251.25 1.007 1252.254 40.0 21.60 7.244 1259.498 .00 2.129 2.50 .00 .00 0 .0 ' 21.06 .10598 .076478 1.61 .940 .00 1100.36 1253.48 1.044 1254.523 40.0 20.60 6.588 1261.111 .00 2.129 2.50 .00 .00 0 .0 14.44 .10598 .067156 .97 .940 .00 ' 1114.80 1255.01 1.082 1256.091 40.0 19.64 5.911 1262.079 .00 2.129 2.50 .00 .00 0 .0 10.72 .10598 .058990 .63 .940 .00 1125.52 1256.15 1.122 1257.268 40.0 18.72 5.440 1262.708 .00 2.129 2.50 .00 .00 0 .0 8.37- .10598 .051854 .43 .940 .00 ' 1 FOS15P PAGE 2 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-5') ' 100 YR. HYDROLOGY LINE 'A-5' CATCH BASIN t 2B STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' .ffEfE(iffuafSOlflfflfff111flf11fff1fllffl11f1ffflffffaf•fSfaAVE llffay!\kf•}:11111ff111f!\}NORM fDEPTH 1111fff11ff1faffalBfaflfla•:1f 1133.89 1257.03 1.164 1258.197 40.0 17.85 4.947 1263.144 .00 2.129 2.50 .00 .00 0 .0 ' 6.72 .10598 .045612 .31 .940 .00 1140.61 1257.74 1.208 1258.953 40.0 17.02 4.499 1263.452 .00 2.129 2.50 .00 .00 0 .0 5.51 .10598 .040146 .22 .940 .00 ' 1146.12 1258.33 1.254 1259.583 40.0 16.23 4.089 1263.672 .00 2.129 2.50 .00 .00 0 .0 4.58 .10598 .035357 .16 .940 .00 1150.70 1258.81 1.302 1260.117 40.0 15.47 3.718 1263.835 .00 2.129 2.50 .00 .00 0 .0 3.84 .10598 .031167 .12 .940 .00 ' 1154.54 1259.22 1.353 1260.574 40.0 14.75 3.378 1263.952 .00 2.129 2.50 .00 .00 0 .0 3.24 .10598 .027500 .09 .940 .00 1157.78 1259.56 1.406 1260.970 40.0 14.06 3.072 1264.042 .00 2.129 2.50 .00 .00 0 .0 1160.51 1259.85 1.462 1261.316 40.0 13.41 2.792 1264.108 .00 2.129 2.50 .00 .00 0 .0 ' 2.30 .10598 .021471 .05 .940 .00 1162.81 1260.10 1.521 1261.619 40.0 12.79 2.539 1264.158 .00 2.129 2.50 .00 .00 0 .0 1.93 .10598 .019011 .04 .940 .00 1164.74 1260.30 1.584 1261.887 40.0 12.19 2.308 1264.195 .00 2.129 2.50 .00 .00 0 .0 1.60 .10598 .016864 .03 .940 .00 1166.34 1260.47 1.651 1262.124 40.0 11.62 2.098 1264.222 .00 2.129 2.50 .00 .00 0 .0 1.31 .10598 .014992 .02 .940 .00 ' 1167.65 1260.61 1.723 1262.334 40.0 11.08 1.907 1264.241 .00 2.129 2.50 .00 .00 0 .0 1.04 .10598 .013362 .01 .940 .00 1 F0515P PAGE 3 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-5') 100 YR. HYDROLOGY ' LINE 'A-5' CATCH BASIN f 2B STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL, ELEV DEPTH DIA ID NO. PIER L/ELEV SO SF AVE HF NORM DEPTH ZR •'1168469126047214800,*12624521'f•"+40k0•f,10.57 +`•1.734y'12694255 .00 2.129 2.50 •!"„���•��..�{•4f*•,` 00 .00 0 .0 .78 .10598 .011950 .01 .940 .00 ' 1169.47 1260.80 1.884 1262.688 40.0 10.08 1.576 1264.264 .00 2.129 2.50 .00 .00 0 .0 .53 .10598 .010740 .01 .940 1 .00 1170.00 1260.86 1.977 1262.837 40.0 9.61 1.433 1264.270 .00 2.129 2.50 .00 .00 0 .0 3111T STR .12402 .015212 .12 .00 ' 1177.58 1261.80 1.335 1263.135 20.0 8.97 1.250 1264.385 .00 1.606 2.00 .00 .00 0 .0 6.82 .01466 .012495 .09 1.270 .00 1184.40 1261.90 1.349 1263.249 20.0 8.87 1.223 1264.472 .00 1.606 2.00 .00 .00 0 .0 ' 5.80 .01386 .012203 .07 1.291 .00 1190.20 1261.98 1.358 1263.338 20.0 8.80 1.203 1264.541 .00 1.606 2.00 .00 .00 0 .0 20.28 .01386 .011429 .23 1.291 .00 1210.48 1262.26 1.418 1263.680 20.0 8.39 1.094 1264.774 .00 1.606 *2.00 .00 .00 0 .0 9.26 .01386 .010209 .09 1.291 .00 1219.74 1262.39 1.484 1263.874 20.0 8.00 .995 1264.869 .00 1.606 2.00 .00 .00 0 .0 2.77 .01437 .009322 .03 1.280 .00 ' 1222.51 1262.43 1.528 1263.958 20.0 7.76 .935 1164.893 .00 1.606 2.00 .00 .00 0 .0 1.40 .01437 .008560 .01 1.280 .00 1223.91 1262.45 1.606 1264.056 20.0 7,40 .849 1264.905 .00 1.606 2.00 .00 .00 0 .0 ' WALL ENTRANCE •00 1223.91 1262.45 2.931 1265.381 20.0 2.27 .080 1265.461 .00 1.114 5.00 3.00 .00 0 .0 1 ' 1 F 0 5 1 5 P PAGE NO 1 RATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'A-5.1') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 1 IS LINE 'A-5.1' CATCH BASIN t IA t 1 ' F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHI NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(S) Y(9) Y(10) ' CODE NO TYPE PIERS WIDTH DIAIETER WIDTH DROP CD 1 4 1.50 ' CD 2 2 0 .00 3.00 3.00 .00 1 ' 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 W S ELEV 1003.00 1248.70 1 1248.98 ELEMENT NO. 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' , 1029.00 1257.02 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP ' 1029.00 1257.02 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS + + U/S DATA STATION INVERT SECT W S ELEV ' 1029.00 1257.02 2 1257.02 fiff\1\Rflkf•t1l1!<ff11lffllfffkffffft\1tf!♦fflllffff\fff tf♦!!!flfflfflfifff! This software prepared for: Robert Rein, William Frost & Associates :f:+allfl+f<llflf<fkf+Rlafaf<llffd<:f+k:+f lla ufufff<1f\t!\f<llfff<lfiff ' •+ WARNING NO. 2 •• WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV t DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-5.1') 100 YR. HYDROLOGY LINE 'A-5.1' CATCH BASIN # 1A ' STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL IGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ffltfuft+l+f!!+!<ff lfff«Ii«fff!laltlffflff<k\t<uflfffffffl\t11f 1\:1Rl::ff!l+flf if if<fflff:flflf!<f 111f\ff<ff if lfflf llf if lllf<♦ ' 1003.00 1248.70 .556 1249.256 13.0 21.85 7.413 1256.668 .00 1.351 1.50 .00 .00 0 .0 3.08 .32000 .171018 .53 .480 .00 1006.08 1249.69 .569 1250.254 13.0 21.10 6.916 1257.170 .00 1.351 1.50 .00 .00 0 .0 ' 3.64 .32000 .153089 .56 .480 .00 1009.72 1250.85 .590 1251.441 13.0 20.12 6.288 1257.729 .00 1.351 1.50 .00 .00 0 .0 2.97 .32000 .134342 .40 .480 .00 1012.69 1251.80 .611 1252.412 13.0 19.20 5.726 1258.138 .00 1.351 1.50 .00 .00 0 .0 ' 2.46 .32000 .117943 .29 .480 .00 1015.15 1252.59 .634 1253.222 13.0 18.31 5.206 1258.428 .00 1.351 11.50 .00 .00 0 .0 2.08 .32000 .103609 .22 .480 .00 1017.23 1253.25 .657 1253.910 13.0 17.45 4.728 1258.638 .00 1.351 1.50 .00 .00 0 .0 1.77 .32000 .090999 .16 .480 .00 1019.00 1253.82 .681 1254.501 13.0 16.65 4.302 1258.803 .00 1.351 1.50 .00 .00 0 .0 ' 1.52 .32000 .080007 .12 .480 .00 1020.52 1254.31 .707 1255.013 13.0 15.85 3.903 1258.916 .00 1.351 1.50 .00 .00 0 .0 1.31 .32000 .070417 .09 .480 .00 1021.83 1254.73 .734 1255.460 13.0 15.12 3.548 1259.008 .00 1.351 1.50 .00 .00 0 .0 ' 1.15 .32000 .061999 .07 .480 .00 1022.98 1255.09 .762 1255.854 13.0 14.41 3.225 1259.079 .00 1.351 1.50 .00 .00 0 .0 .99 .32000 .054609 .05 .480 .00 1023.97 1255.41 .791 1256.202 13.0 13.74 2.932 1259.134 .00 1.351 1.50 .00 .00 0 .0 .87 .32000 .048142 .04 .480 .00 1 F0515P PAGE 2 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-5.1') 100 YR. HYDROLOGY LINE 'A-5.1' CATCH BASIN # IA ' STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ' ft1+11fk1f+<11!!1•++k\11\f•\1<lltf if lk if l\+•f ltt l•1f 1ff 111t<f!t<+1141tR1!!ff<\f+llf•1111.1•<lfllfl•f1•f lRf ff+f lRllk+\f f•f!•••t 111 f< 1024.84 1255.69 .822 1256.511 13.0 13.10 2.667 1259.178 .00 1.351 1.50 .00 .00 0 .0 .76 .32000 .042480 .03 .480 .00 1025.60 1255.93 .854 1256.786 13.0 12.50 2.426 1259.212 .00 1.351 1.50 .00 .00 0 .0 .00 .JCUUU .W/JJl .V4 .zc. .w ' 1026.26 1256.14 .889 1257.031 13.0 11.92 2.205 1259.236 .00 1.351 1.50 .00 .00 0 .0 .57 .32000 .033213 .02 .480 .00 1026.83 1256.32 .925 1257.250 13.0 11.36 2.005 1259.255 .00 1.351 1.50 .00 .00 0 .0 .50 .32000 .029415 .01 .480 .00 ' 1027.33 1256.48 .963 1257.447 13.0 10.83 1.822 1259.269 .00 1.351 1.50 .00 .00 0 .0 .42 .32000 .026114 .01 .480 .00 1027.75 1256.62 1.005 1257.624 13.0 10.33 1.656 1259.280 .00 1.351 1.50 .00 .00 0 .0 ' 36 .32000 .023242 .01 .480 .00 1028.11 1256.73 1.049 1257.783 13.0 9.85 1,506 1259.289 .00 1.351 1.50 .00 .00 0 .0 .30 .32000 .020731 .01 .480 .00 ' 1028.41 1256.83 1.096 1257.926 13.0 9.39 1.370 1259.296 .00 1.351 1.50 .00 .00 0 .0 .24 .32000 .018562 .00 .480 .00 1028.65 1256.91 1.148 1258.055 13.0 8.95 1.245 1259.300 .00 1.351 1.50 .00 .00 0 .0 .18 .32000 .016716 .00 .480 .00 ' 1028.83 1256.96 1.206 1258.171 13.0 8.S4 1.131 1259.302 .00 1.351 1.50 .00 .00 0 .0 .12 .32000 .015174 .00 .480 .00 1028.95 1257.01 1.271 1258.276 13.0 8.14 1.029 1259.305 .00 1.351 1.50 .00 .00 0 .0 ' OS .32000 .013976 .00 .400 .00 1 F0515P PAGE 3 NATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-5.1') ' 100 YR. HYDROLOGY LINE 'A-5.1' CATCH BASIN 4 1A STATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEV SO SF AVE HF NORM DEPTH ZR if HiRi4 RRRR RR1 Rf#R####ff##Ri!##f if Hff HlMflf if f HfH Hfi flf lff 1f H 11f HlfyfHflNfffffff if flHN Hfllff�f lf�lf lkf lff IH HlH Mff ' 1029.00 1257.02 1.351 1258.371 13.0 7.76 .934 1259.305 .00 1.351 1.50 .00 .00 0 .0 WALL ENTRANCE .00 1029.00 1257.02 3.064 1260.084 13.0 1.41 .031 1260.115 .00 .836 3.00 3.00 .00 0 .0 1 1 1 1 F 0 5 1 5 P PAGE NO 1 ' NATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS ' TR. 22916 (LINE 'A-5.2') HEADING LINE NO 2 IS 100 YR. HYDROLOGY ' HEADING LINE HO 3 IS LINE 'A-5.2' CATCH BASIN 3 2A 1 ' F0515P NATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN 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 1.50 CD 2 2 0 .00 4.00 3.00 .00 1 1 t 1 1 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO I IS A SYSTEM OUTLET ' U/S DATA STATION INVERT SECT N S ELEV 2003.00 1248.70 1 1248.98 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.68 1251.70 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 11040.41 1255.43 1 .013 .00 53.00 .00 0 ELEMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1040.41 1255.43 2 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS + U/S DATA STATION INVERT SECT W S ELEV 1040.41 1255.43 2 1255.43 ' kfaHfNlklHffH1lfifN lff H•Nafflklff}Hfffflf kfffflH Hff Hfff if Hflltf♦t This software prepared for: Robert Bein, William Frost 6 Associates f\kf\11ff1fflilafllflfi!!fl ifl fff}f lkfffl/fafafflf if•!f illf allf 11fa1f if 1f 111f ' ** WARNING NO. 2 +• WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-5.2') 100 YR. HYDROLOGY LINE 'A-5.2' CATCH BASIN 4 2A STATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR !lfk Hff ftf4Hffff Hf ilHfkf!•Nfk H♦f!}k1l11fff MlflH♦1f Hfkff}faflffiHaf kf}flHff ifafffaf klffH}ff aafff♦}ffHHa!lNfff kflfllH ' 1003.00 1248.70 .617 1249.317 13.0 18.98 5.593 1254.910 .00 1.351 1.50 .00 .00 0 .0 6.47 .17986 .115349 .75 .550 .00 1009.47 1249.85 .636 1250.500 13.0 18.21 5.148 1255.648 .00 1.351 1.50 .00 .00 0 .0 5.75 .17986 .102349 .59 .550 .00 ' 1015.22 1250.90 .659 1251.557 13.0 17.38 4.690 1256.247 .00 1.351 1.50 .00 .00 0 .0 4.46 .17986 .089942 .40 .550 .00 1019.68 1251.70 .684 1252.384 13.0 16.56 4.259 1256.642 .00 1.351 1.50 .00 .00' 0 .0 ' 3.27 .17994 .079540 .26 .550 .00 1022.95 1252.29 .707 1252.995 13.0 15.85 3.903 1256.898 .00 1.351 1.50 .00 .00 0 .0 2.99 .17994 .070417 .21 .550 .00 ' 1025.94 1252.83 .734 1253.561 13.0 15.12 3.548 1257.109 .00 1.351 1.50 .00 .00 0 .0 2.50 .17994 .061999 .15 .550 .00 1028.44 1253.28 .762 1254.039 13.0 14.41 3.225 1257.264 .00 1.351 1.50 .00 .00 0 .0 2.11 .17994 .054609 .12 .550 .00 ' 1030.55 1253.66 .791 1254.448 13.0 13.74 2.932 1257.380 .00 1.351 1.50 .00 .00 0 .0 1.79 .17994 .048142 .09 .550 .00 1032.34 1253.98 .822 1254.801 13.0 13.10 2.667 1257.468 .00 1.351 1.50 .00 .00 0 .0 1.53 .17994 .042480 .06 .550 .00 1033.87 1254.25 .854 1255.108 13.0 12.50 2.426 1257.534 .00 1.351 1.50 .00 .00 0 .0 1.31 .17994 .037534 .05 .550 .00 ' 1035.18 1254.49 .889 1255.378 13.0 11.92 2.205 1257.583 .00 1.351 1.50 .00 .00 0 .0 1.12 .17994 .033213 .04 .550 .00 1 F0515P PAGE 2 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-5.2') 100 YR. HYDROLOGY LINE 'A-5.2' CATCH BASIN 4 2A STATION INVERT DEPTH Y.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 L/ELEM SO SF AVE HF NORM DEPTH ZR M!lfff llRHfff Hfif Hlf klff of:f if}}ff}ff1llflH fff H1fH H•}H}}fff Hff lff HlHlNff alf♦HftkHNlf•ff a}!l1 Hf•f a•fllffff 11 Mfaf if 1JJV.JU •LJ].V) .J..J ...uu.. -1 .- vu •... .amu .u. . . .96 .17994 .029415 .03 .550 .00 ' 1037.26 1254.86 .963 1255.826 13.0 10.83 1.822 1257.648 .00 1.351 1.50 .00 .00 0 .0 .80 .17994 .026114 .02 .550 .00 1038.06 1255.01 1.005 1256.012 13.0 10.33 1.656 1257.667 .00 1.351 1.50 .00 .00 0 .0 ' 68 .17994 .023242 .02 .550 .00 1038.74 1255.13 1.049 1256.179 13.0 9.85 1.506 1257.685 .00 1.351 1.50 .00 .00 0 .0 .57 .17994 .020731 .01 .550 .00 ' 1039.31 1255.23 1.096 1256.327 13.0 9.39 1.370 1257.697 .00 1.351 1.50 .00 .00 0 .0 .44 .17994 .018562 .01 .550 .00 1039.75 1255.31 1.148 1256.460 13.0 8.95 1.245 1257.705 .00 1.351 1.50 .00 .00 0 .0 .34 .17994 .016716 .01 .550 .00 ' 1040.09 1255.37 1.206 1256.579 13.0 8.54 1.131 1257.710 .00 1.351 1.50 .00 .00 0 .0 .23 .17994 .015174 .00 .550 .00 1040.32 1255.41 1.271 1256.685 13.0 8.14 1.029 1257.714 .00 1.351 1.50 .00 .00 0 .0 ' 09 .17994 .013976 .00 .550 .00 1040.41 1255.43 1.351 1256.781 13.0 7.76 .934 1257.715 .00 1.351 1.50 .00 .00 0 .0 WALL ENTRANCE .00 ' 1040.41 1255.43 3.064 1258.494 13.0 1.41 .031 1258.525 .00 .836 4.00 3.00 .00 0 .0 1 1 1 ' F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'A-5.3') HEADING LINE NO 2 IS 100 YR. HYDROLOGY HEADING LINE NO 3 IS - ' LINE 'A-5.3' CATCH BASIN 11B ' FOSISP WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CBM NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(S) Y(6) Y(7) Y(B) Y(9) Y(10) tCODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 2.00 CD 2 2 0 .00 2.00 3.00 .00 1 1 ' F0515P PAGE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * ' U/S DATA STATION INVERT SECT W S ELEV 1002.50 1262.00 1 1263.14 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1029.00 1263.01 1 .013 .00 .00 .00 0 ' ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP ' 1029.00 1263.01 2 .500 ELEMENT NO 4 IS A SYSTEM HEADVORKS U/S DATA STATION INVERT SECT V S ELEV 1029.00 1263.01 2 1263.01 ' ff ate" 4fifHfllffff•k HflfMlf MtH flf!!1!Rlf1f\fHHff Hffff if tfyf}Hfffl H llf MY This software prepared for: Robert Bein, William Frost S Associates fHifffllHfffifi}f#RAAk R#R##Rf Hafa k\Hfff klf Mffflf Nlff if HlH Nflff flf#H ' *• WARNING NO. 2 •• - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDVKDS, W.S.ELEV = INV f DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-5.3') 100 YR. HYDROLOGY LINE 'A-5.3' CATCH BASIN t 1B ' STATION INVERT DEPTH V.S. - Q VEL VEL ENERGY SUPER CRITICAL 11T1 BA1E1 IL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ♦f Hffft lflHlfffff\lfffllfiH/NlfflN Haff!!•flff Hl11f1N 1ffHN Hflf Iff!!1lffIHHlff1lH M Hfifff!l1ffHMHftf if 1ff11ff if Nff ' 1002.50 1262.00 1.115 1263.115 20.0 11.11 1.917 1265.032 .00 1.606 2.00 .00 .00 0 .0 4.09 .03811 .021125 .09 .941 .00 1006.59 1262.16 1.137 1263.293 20.0 10.83 1.823 1265.116 .00 1.606 2.00 .00 .00 0 .0 ' 6.34 .03811 .019244 .12 .941 .00 1012.93 1262.40 1.183 1263.581 20.0 10.33 1.657 1265.238 .00 1.606 2.00 .00 .00 0 .0 4.87 .03811 .017025 .08 .941 .00 1017.80 1262.58 1.231 1263.814 20.0 9.85 1.507 1265.321 .00 1.606 2.00 .00 .00 0 .0 ' 3.69 .03811 .015085 .06 .941 .00 1021.49 1262.72 1.283 1264.007 20.0 9.39 1.370 1265.377 .00 1.606 2.00 .00 .00 0 .0 2.85 .03811 .013390 .04 .941 .00 ' 1024.34 1262.83 1.337 1264.170 20.0 8.96 1.246 1265.416 .00 1.606 2.00 .00 .00 0 .0 2.07 .03811 .011910 .02 .941 .00 1026.41 1262.91 1.396 1264.307 20.0 8.54 1.132 1265.439 .00 1.606 2.00 .00 .00 0 .0 ' 1.45 .03811 .010626 .02 .941 .00 1027.86 1262.97 1.459 1264.426 20.0 8.14 1.029 1265.455 .00 1.606 2.00 .00 .00 0 .0 .86 .03811 .009514 .01 .941 .00 1028.72 1263.00 1.528 1264.528 20.0 7.76 .935 1265.463 .00 1.606 2.00 .00 .00 0 .0 28 .03811 .008560 .00 .941 .00 1029.00 1263.01 1.606 1264.616 20.0 7.40 .849 1265.465 .00 1.606 2.00 .00 .00 0 .0 WALL ENTRANCE .00 ' 1029.00 1263.01 2.931 1265.941 20.0 2.27 .080 1266.021 .00 1.114 2.00 3.00 .00 0 .0 F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'A-6') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 3 IS LINE 'A-6' CATCH BASIN i 3 1 1 1 1 ' F0515P MATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN 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) tCODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 ' CD 2 2 0 .00 3.00 2.00 .00 1 1 1 ' F0515P PAGE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET + ' U/S DATA STATION INVERT SECT W S ELEV 1004.24 1248.15 1 1253.44 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1009.20 1249.29 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH f f + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1026.36 1253.24 1 .013 .00 44.00 .00 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1052.23 1259.19 1 .013 .00 .00 .00 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP ' 1052.23 1259.19 2 .500 ELEMENT NO 6 IS A SYSTEM NEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1052.23 1259.19 2 1259.19 ' fff ltffffaaff t1 t11t11ff 1111 ffffft1111ttf 1tf 1f 1fffaffl ff tf if tf lfftafff tf ataf This software prepared for: Robert Bein, William Frost fi Associates if N41f4 H1k HlflHff llfffl!lffff H!l H 1f Nf4HHff H fffk Hff if llM ff l!!HH! ' f• WARNING 10. 2 •• WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV : IHV + DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'A-6') ' 100 YR. HYDROLOGY LINE 'A-6' CATCH BASIN f 3 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR tltttll11ff 1111 tiff tflfktfifffflf lffl1f11f•1ffllffffffflff tfll111111f 1k1fffflf if lfttlfffttffaff•fffff llff fftftll!1111111.1 afflffl tf ' 1004.24 1248.15 5.290 1253.440 8.0 4.53 .318 1253.758 .00 1.096 1.50 .00 .00 0 .0 4.96 .22984 .005800 .03 .400 .00 1009.20 1249.29 4.179 1253.469 8.0 4.53 .318 1253.787 .00 1.096 1.50 .00 .00 0 .0 6.07 .23018 .005800 .04 .400 .00 ' 1015.27 1250.69 2.834 1253.521 8.0 4.53 .318 1253.839 .00 1.096 1.50 .00 .00 0 .0 HYDRAULIC JUMP .00 1015.27 1250.69 .430 1251.117 8.0 19.09 5.661 1256.778 .00 1.096 1.50 .00 .00 0 .0 ' 4.56 .23018 .174084 .79 .400 .00 1019.83 1251.74 .437 1252.174 8.0 18,65 5,400 1257.574 .00 1.096 1.50 .00 .00 0 .0 6.53 .23018 .157571 1.03 .400 .00 1026.36 1253.24 .453 1253.693 8.0 17.78 4.908 1258.601 .00 1.096 1.50 .00 .00 0 .0 ' 2.68 .22999 .142076 .38 .400 .00 1029.04 1253.86 .461 1254.318 8.0 17.32 4.656 1258.974 .00 1.096 1.50 .00 .00 0 .0 4.01 .22999 .128416 .51 .400 .00 1033.05 1254.78 .477 1255.256 8.0 16.53 4.242 1259.498 .00 1.096 1.50 .00 .00 0 .0 3.13 .22999 .112467 .35 .400 .00 1036.18 1255.50 .494 1255.994 8.0 15.75 3.851 1259.845 .00 1.096 1.50 .00 .00 0 .0 ' 2.53 .22999 .098578 .25 .400 .00 1038.71 1256.08 .512 1256.592 8.0 15.01 3.498 1260.090 .00 1.096 1.50 .00 .00 0 .0 2.09 .22999 .086407 .18 .400 .00 1040.80 1256.56 .530 1257.091 8.0 14.31 3.180 1260.271 .00 1.096 1.50 .00 .00 0 .0 ' 1.75 .22999 .075732 .13 .400 .00 i F0515P PAGE 2 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'A-6') 100 YR. HYDROLOGY LINE 'A-6' CATCH BASIN i 3 rmtm mu runrnm nenTU u c n rrrl uvr rurory c11DVD ODTTTPAT UrT, n1cr/ yr un !URDU ELEV OF FLOW ELEV aLAU uvv.LL. LLLV itrift UTA lu nu. ru La L/ELEM SO SF AVE HF NORM DEPTH ZR 11 11 kfflflf 11f 1111f1f1fl11f111111fIff 111f 111f1f1f 1f 1fkfllllf iflfiffifff kkififllRRkf Yf 1lf 1111f!lllffliff llf 11 Rff tf flfff lfffi lfl Yf ifk 1042.55 1256.96 .549 1257.513 8.0 13.65 2.894 1260.407 .00 1.096 1.50 .00 .00 0 .0 1.49 .22999 .066420 .10 .400 .00 1044.04 1257.31 .569 1257.875 8.0 13.01 2.628 1260.503 .00 1.096 1.50 .00 .00 0 .0 1.27 .22999 .058253 .07 .400 .00 1045.31 1257.60 .589 1258.188 8.0 12.40 2.389 1260.577 .00 1.096 1.50 .00 .00 0 .0 ' 1.09 .22999 .051115 .06 .400 .00 1046.40 1257.85 .611 1258.461 8.0 11.83 2.175 1260.636 .00 1.096 1.50 .00 .00 0 .0 .95 .22999 .044881 .04 .400 .00 ' 1047.35 1258.07 .633 1258.701 8.0 11.28 1.977 1260.678 .00 1.096 1.50 .00 .00 0 .0 .82 .22999 .039400 .03 .400 .00 1048.17 1258.26 .656 1258.913 8.0 10.75 1.795 1260.708 .00 1.096 1.50 .00 .00 0 .0 .72 .22999 .034606 .02 .400 .00 ' 1048.89 1258.42 .680 1259.101 8.0 10.26 1.633 1260.734 .00 1.096 1.50 .00 .00 0 .0 .61 .22999 .030427 .02 .400 .00 1049.50 1258.56 .706 1259.268 8.0 9.78 1.485 1260.753 .00 1.096 1.50 .00 .00 0 .0 ' 53 .22999 .026781 .01 .400 .00 1050.03 1258.68 .733 1259.417 8.0 9.32 1.350 1260.767 .00 1.096 1.50 .00 .00 0 .0 .46 .22999 .023580 .01 .400 .00 1050.49 1256.79 .761 1259.551 8.0 8.89 1.227 1260.778 .00 1.096 1.50 .00 .00 0 .0 39 .22999 .020769 .01 .400 .00 1050.88 1258.88 .790 1259.670 8.0 8.47 1.115 1260.785 .00 1.096 1.50 .00 .00 0 .0 .34 .22999 .018310 .01 .400 .00 ' 1 F0515P PAGE 3 WATER SURFACE PROFILE LISTING TR. 22916 (LIRE 'A-6') ' 100 YR. HYDROLOGY LINE 'A-6' CATCH BASIN 1 3 STATION INVERT DEPTH W.S.E,,'' 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR lL/ELENsLEV..fOFRFLOW1flfff•'.1f.ff,R,lY.lffff.lRlRfSF AVE GRD*EL!!!.ElEV.l..DEPTH f1NORMDEPTffDIA f..fIDlNO. PIER ..l.f ' L/ELEM SO SF AVE HF NORM DEPTH ZR 1051.22 1258.96 .821 1259.778 8.0 8.08 1.014 1260.792 .00 1.096 1.50 .00 .00 0 .0 ' 28 .22999 .016158 .00 .400 .00 1051.50 1259.02 .853 1259.875 8.0 7.71 .922 1260.797 .00 1.096 1.50 .00 .00 0 .0 .23 .22999 .014270 .00 .400 .00 ' 1051.73 1259.07 .887 1259.962 8.0 7.35 .838 1260.800 .00 1.096 1.50 .00 .00 0 .0 .18 .22999 .012626 .00 .400 .00 1051.91 1259.12 .924 1260.040 8.0 7.01 .762 1260.802 .00 1.096 1.50 .00 .00 0 .0 .14 .22999 .011189 .00 .400 .00 ' 1052.05 1259.15 .962 1260.111 8.0 6.68 .692 1260.803 .00 1.096 1.50 .00 .00 0 .0 .10 .22999 .009929 .00 .400 .00 1052.15 1259.17 1.003 1260.175 8.0 6.36 .629 1260.804 .00 1.096 1.50 .00 .00 0 .0 ' 06 .22999 .008832 .00 .400 .00 1052.21 1259.19 1.047 1260.233 8.0 6.07 .572 1260.805 .00 1.096 1.50 .00 .00 0 .0 .02 .22999 .007873 .00 .400 .00 1052.23 1259.19 1.096 1260.286 8.0 5.78 .519 1260.805 .00 1.096 1.50 .00 .00 0 .0 ' WALL ENTRANCE .00 1052.23 1259.19 1.790 1260.980 8.0 2.23 .078 1261.057 .00 .792 3.00 2.00 .00 0 .0 1 ' I 1 F 0 5 1 5 P PAGE NO 1 ' NATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO i IS TR. 22916 (LINE 'B') ' HEADING LINE NO 2 IS 100 YR. HYDROLOGY HEADING LINE NO 3 IS R.C.P 'N'=0.013 FILE NAME: T916B F0515P ' WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1l 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 4.00 CD 2 4 1.50 CD 3 4 1.50 ' CD 4 4 4.00 CD 5 4 3.00 CD 6 4 1.75 ' CD 7 4 2.50 CD 8 4 1.50 CD 9 4 2.50 CD 10 4 1.50 ' CD 11 4 2.25 CD 12 4 1.50 CD 13 4 2.00 ' CD 14 4 4.00 CD 15 4 1.50 CD 16 4 4.00 CD 17 4 4.00 ' CD 18 4 1.50 CD 19 4 4.00 CD 20 4 4.00 CD 21 4 4.00 CD 22 4 1.50 CD 23 4 2.50 ' CD 24 4 2.00 CD 25 4 2.25 CD 26 4 2.25 CD 27 4 2.25 1 1 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 N S ELEV 994.77 1207.07 1 1211.57 ' WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 2 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE AHG PT MAN N ' 1008.23 1207.31 14 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 3 IS A REACH + + ' UIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1044.00 1207.90 1 .013 .00 64.00 .00 0 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 1045.50 1208.00 16 15 0 .013 7.0 .0 1209.50 .00 30.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 5 IS A REACH + + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1052.00 1208.10 17 .013 .00 5.00 .00 0 ELEMENT NO 6 IS A JUNCTION I + + . + + U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 1054.50 1208.15 19 18 0 .013 2.4 .0 1209.60 .00 90.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 7 IS A REACH + . + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1058.69 1208.22 20 .013 .00 5.00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ' ELEMENT NO B IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1074.69 1206.51 21 .013 .00 .00 .00 0 ELEMENT NO 9 IS A TRANSITION * + ' U/S DATA STATION INVERT SECT N 1080.69 1209.48 5 1015 ELEMENT NO 10 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1181.02 1219.11 5 013 .00 .00 .00 0 ' F 0 5 1 5 P PAGE NO 3 ' WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 11 IS A JUNCTION + • • • . • + U/S DATA STATION INVERT SECT LAP-1 LAT-1 N 03 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1188.18 1219.59 7 6 0 .015 17.5 .0 1219.83 .00 30.00 .00 ' ELEMENT NO 12 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1255.00 1222.50 7 .013 .00 .00 .00 0 ELEHENT NO 13 IS A JUNCTION * + * • + + U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1256.50 1222.60 23 22 0 .013 8.6 .0 1223.09 .00 30.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 14 IS A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANC PT MAN H 1343.56 1226.47 7 .013 .00 .00 .00 1 ELEMENT NO 15 IS A REACH « U/S DATA STATION INVERT SECT N RADIUS ANGLE- ANG PT MAN H 1654.50 1245.13 7 .013 .00 34.00 .00 0 ELEMENT NO 16 IS A JUNCTION « • « * « « U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1661.16 1245.48 9 8 0 .015 7.7 .0 1246.00 .00 30.00 .00 ELEMENT NO 17 IS A REACH • • « ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1771.40 1246.76 9 .013 .00 12.00 .00 0 ELEMENT NO 18 IS A JUNCTION ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1778.56 1247.20 11 24 0 .015 20.3 .0 1247.30 .00 30.00 .00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 19 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1804.65 1247.98 25 .013 .00 35.00 .00 0 t F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 20 IS A REACH + t U/S DATA STATION INVERT SECT N RADIUS ANGLE AHG PT MAN H ' 1937.60 1259.95 26 .013 .00 .00 .00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 21 IS A SYSTEM HEADWORKS + ! ' UIS DATA STATION INVERT SECT W S ELEV 1937.60 1259.95 27 .00 HfH HfHfH}f ltlf flf H1H!/H ffff HfHlHffffff if if f1fHHk411H 1ff H1H ff} ' This software prepared for: Robert Bein, Williaa Frost 6 Associates f NfHlH lff if lflH lHlfHH1lf!}f H ff fli Hf Iff ltfflHlH HlffHHff iflHHff +* WARNING NO. 2 ++ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDVKDS, W.S.ELEV = INV + DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B') ' 100 YR. HYDROLOGY R.C.P 'N'=0.013 FILE NAME: T916B STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEM SO SF AVE HF NORM DEPTH ZR HI1k1!l H1H Hf If H1lllH fff fllklkk!lH lklffl f11H1fff11H ffIf Hlff1f 1k1kkf lk lllH lkff 1f11fff if lffflf H ff 11H 11f1f11ff 1flHf if if ff 994.77 1207.07 1.709 1208.779 98.2 19.16 5.703 1214.482 .00 3.004 4.00 .00 .00 0 .0 ' 13.46 .01784 .033328 .45 2.027 .00 1008.23 1207.31 1.683 1208.993 98.2 19.56 5.942 1214.935 .00 3.004 4.00 .00 .00 0 .0 10.34 .01649 .035085 .36 2.075 .00 ' 1018.57 1207.48 1.660 1209.141 98.2 19.91 6.153 1215.294 .00 3.004 4.00 .00 .00 0 .0 25.43 .01649 .038424 .98 2.075 .00 1044.00 1207.90 1.602 1209.502 98.2 20.88 6.770 1216.272 .00 3.004 4.00 .00 .00 0 .0 JUNCT STR .06665 LA-r. `g-2' .047728 .07 .00 1045.50 1208.00 1.425 1209.425 91.2 22.71 8.008 1217.433 .00 2.895 4.00 .00 .00 0 .0 6.50 .01538 .055863 .36 2.028 .00 1052.00 1208.10 1.407 1209.507 91.2 23.11 8.290 1217.797 .00 2.895 4.00 .00 .00 0 .0 ' JUNCT STR .02002 LA-7; '15-0 .060874 .15 .00 1054.50 1208.15 1.344 1209.494 88.8 23.96 8.915 1218.409 .00 2.857 4.00 .00 .00 0 .0 4.19 .01669 .065645 .28 1.950 .00 1058.69 1208.22 1.332 1209.552 88.8 24.25 9.131 1218.683 .00 2.857 4.00 .00 .00 0 .0 ' 16.00 .01813 .071414 1.14 1.903 .00 1074.69 1208.51 1.287 1209.797 88.8 25.42 10.036 1219.833 .00 2.857 4.00 .00 .00 0 .0 TRANS STR .16166 .095695 .57 .00 ' 1080.69 1209.48 1.521 1211.001 86.8 24.69 9.464 1220.465 .00 2.839 3.00 .00 .00 0 .0 4.21 .09598 .067036 .28 1.373 .00 1084.90 1209.88 1.529 1211.413 88.8 24.52 9.333 1220.746 .00 2.839 3.00 .00 .00 0 .0 ' 23.55 .09598 .062467 1.47 1.373 .00 1 F0515P PAGE 2 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B') ' 100 YR. HYDROLOGY R.C.P 'N'=0.013 FILE NAME: T916B STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR fHfll if H!lffflHlH!lfHH HfHf Rf 1Rf fRtR RRRRitRRtfftfttf tltflfft HtlH ttRtlff HtH fltlf HtH ff 1l HHffff HHlH}f!!!!!HlHHHt /.34 uyiva .0 u82 .9b 1.373 .00 1125.79 1213.81 1.650 1215.459 88.8 22.29 7.714 1223.173 .00 2.839 3.00 .00 .00 0 .0 13.43 .09598 .048613 .65 1.373 .00 1139.22 1215.10 1.715 1216.813 88.8 21.25 7.011 1223.824 .00 2.839 3.00 .00 .00 0 0 10.72 .09598 .042953 .46 1.373 .00 ' 1149.94 1216.13 1.784 1217.911 88.8 20.26 6.374 1224.285 .00 2.839 3.00 .00 .00 0 .0 8.73 .09598 .038004 .33 1.373 .00 1158.67 1216.96 1.857 1218.822 88.8 19.32 5.794 1224.616 .00 2.839 3.00 .00 .00 0 .0 ' 7.21 .09598 .033681 .24 1.373 .00 1165.88 1217.66 1.935 1219.591 88.8 18.42 5.268 1224.859 .00 2.839 3.00 .00 .00 0 .0 6.00 .09598 .029901 .18 1.373 .00 1171.88 1218.23 2.017 1220.250 88.8 17.56 4.790 1225.040 .00 2.839 3.00 .00 .00 0 .0 5.00 .09598 .026604 .13 1.373 .00 1176.88 1218.71 2.106 1220.818 88.8 16.75 4.354 1225.172 .00 2.839 3.00 .00 .00 0 .0 4.14 .09598 .023748 .10 1.373 .00 ' 1181.02 1219.11 2.203 1221.313 88.8 15.97 3.958 1225.271 .00 2.839 3.00 .00 .00 0 .0 JUNCT STB .06704 LA-r `5-9 .040926 .29 .00 1188.18 1219.59 1.819 1221.409 71.3 18.63 5.390 1226.799 .00 2.445 2.50 .00 .00 0 .0 ' 9.37 .04355 .038824 .36 1.741 .00 1197.55 1220.00 1.827 1221.825 71.3 18.54 5.337 1227.162 .00 2.445 2.50 .00 .00 0 .0 57.45 .04355 .036625 2.10 1.741 .00 1 P0515P PAGE 3 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B') 100 YR. HYDROLOGY R.C.P 'N'=0.013 FILE NAME: T9168 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ - ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEN SO SF AVE HF NORM DEPTH ZR 'f1255'00if1222.50•�ai1.919af1224*914fafia,71`3f a17.�674l851a*1229'265i•'il00a•aa2,945,•ffa..a.i.aa2.50...a:....aff•:.fu.aaaa• 00 .00 0 .0 JUNCT STR .06665 LA-f 16-6, .042197 .06 .00 ' 1256.50 1222.60 1.520 1224.120 62.7 20.07 6.255 1230.375 .00 2.409 2.50 .00 .00 0 .0 34.90 .04445 .051073 1.78 1.580 .00 1291.40 1224.15 1.494 1225.645 62.7 20.48 6.515 1232.160 .00 2.409 2.50 .00 .00 0 .0 ' 52.16 .04445 .055837 2.91 1.580 .00 1343.56 1226.47 1.436 1227.906 62.7 21.49 7.169 1235.075 .00 2.409 2.50 .00 .00 0 .0 132.90 .06001 .056936 7.57 1.430 .00 ' 1476.46 1234.44 1.474 1235.919 62.7 20.82 6.729 1242.648 .00 2.409 2.50 .00 .00 0 .0 64.62 .06001 .051473 3.33 1.430 .00 1541.08 1238.32 1.534 1239.857 62.7 19.85 6.117 1245.974 .00 2.409 2.50 .00 .00 0 .0 34.15 .06001 .045600 1.56 1.430 .00 t 1575.23 1240.37 1.598 1241.971 62.7 18.93 5.562 1247.533 .00 2.409 2.50 .00 .00 0 .0 22.43 .06001 .040459 .91 1.430 .00 1597.66 1241.72 1.665 1243.384 62.7 18.04 5.055 1248.439 .00 2.409 2.50 .00 .00 0 .0 ' 16.09 .06001 .035974 .58 1.430 .00 1613.75 1242.68 1.738 1244.422 62.7 17.21 4.597 1249.019 .00 2.409 2.50 .00 .00 0 .0 12.13 .06001 .032090 .39 1.430 .00 1625.88 1243.41 1.817 1245.230 62.7 16.41 4.179 1249.409 .00 2.409 2.50 .00 .00 0 .0 ' 9.43 .06001 .028724 .27 1.430 .00 1635.31 1243.98 1.902 1245.880 62.7 15.64 3.798 1249.678 .00 2.409 2.50 .00 .00 0 .0 7.32 .06001 .025841 .19 1.430 .00 1 F0515P PAGE 4 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B') ' 100 YR. HYDROLOGY R.C.P 'N'=0.013 FILE NAME: T9168 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV READ GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEN SO SF AVE HF NORM DEPTH ZR iia.i.f.u.aiiiafa».ii..iii.aa»aaif iiiiaaa.aa.ii..ifffa.ffaaa.u.:.if aafa♦afaffaffiii.aaai a.iia:a.fiaaaa.aaiiu.if aa.aaa•::.... 1642.63 1244.42 1.997 1246.415 62.7 14.91 3.454 1249.869 .00 2.409 2.50 .00 .00 0 .0 ' 5.66 .06001 .023429 .13 1.430 .00 1648.29 1144.76 2.104 1246.861 62.7 14.22 3.139 1250.000 .00 2.409 2.50 .00 .00 0 .0 4.12 .06001 .021528 .09 1.430 .00 2.09 .06001 .020570 .04 1.430 .00 ' 1654.50 1245.13 2.409 1247.539 62.7 12,92 2.593 1250.132 .00 2.409 2.50 .00 .00 0 .0 JUNCT STR .05255 LA-T 145-6' .025564 .17 .00 1661.16 1245.48 3.279 1248.759 55.0 11.20 1.949 1250.708 .00 2.354 2.50 .00 .00 0 .0 ' 110.24 .01161 .017980 1.98 2.500 .00 1771.40 1246.76 4.124 1250.884 55.0 11.20 1.949 1252.833 .00 2.354 2.50 .00 .00 0 .0 JUNCT STR .06144 LAT• t 5-71 .020326 .15 .00 1778.56 1247.20 5.226 1252.426 34.7 8.73 1.183 1253.609 .00 2.005 2.25 .00 .00 0 .0 ' 26.09 .02990 .012554 .33 1.320 .00 1804.65 1247.98 4.921 1252.901 34.7 8.73 1.183 1254.084 .00 2.005 2.25 .00 .00 0 .0 4.59 .09003 .012554 .06 .950 .00 ' 1809.24 1248.39 4.566 1252.959 34.7 8.73 1.183 1254.142 .00 2.005 2.25 .00 .00 0 .0 HYDRAULIC JUMP .00 1809.24 1248.39 .980 1249.373 34.7 20.87 6.761 1256,134 .00 2.005 2.25 .00 .00 0 .0 ' 38.07 .09003 .076200 2.90 .950 .00 1847.31 1251.82 1.016 1252.836 34.7 19.89 6.140 1258.976 .00 2.005 2.25 .00 .00 0 .0 22.55 .09003 .066960 1.51 .950 .00 1 FOS15P PAGE 5 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B') 100 YR. HYDROLOGY ' R.C.P 'N'=0.013 FILE NAME: T916B STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEM 50 SF AVE HF NORM DEPTH ZR !#!!kf kif Hi!!!M!flH Hf R!f If f H1lf Hk!!f if H1kf lkf!H!!1 W ff flf�lH lflH!!f RHlff•ff fif HflH Af Hf f t1HHfAfffMHHtH fff Rkff HA 1869.86 1253.85 1.054 1254.905 34.7 18.96 5.583 1260.488 .00 2.005 2.25 .00 .00 0 .0 15.02 .09003 .058906 .88 .950 .00 ' 1884.88 1255.20 1.094 1256.297 34.7 18.08 5.077 1261.374 .00 2.005 1.25 .00 .00 0 .0 10.98 .09003 .051861 .57 .950 .00 1895.86 1256.19 1.136 1257,328 34.7 17.24 4.614 1261.942 .00 2.005 2.25 .00 .00 0 .0 ' 8.49 .09003 .045676 .39 .950 .00 1904.35 1256.96 1.179 1258.135 34.7 16.44 4.196 1262.331 .00 2.005 2.25 .00 .00 0 .0 6.74 .09003 .040257 .27 .950 .00 1911.09 1257.56 1.225 1258.788 34.7 15.67 3.814 1262.602 .00 2.005 2.25 .00 .00 0 .0 ' 5.46 .09003 .035532 .19 .950 .00 1916.55 1258.06 1.274 1259.329 34.7 14.94 3.468 1262.797 .00 2.005 2.25 .00 .00 0 .0 4.50 .09003 .031396 .14 .950 .00 ' 1921.05 1258,46 1.325 1259.785 34.7 14.24 3.151 1262.936 .00 2.005 2.25 .00 .00 0 .0 3.75 .09003 .027760 .10 .950 .00 1924.80 1258.80 1.378 1260.176 34.7 13.58 2.864 1263.040 .00 2.005 2.25 .00 .00 0 .0 ' 3.10 .09003 .024586 .08 .950 .00 1927.90 1259.08 1.436 1260.512 34.7 12.95 2.605 1263.117 .00 2.005 2.25 .00 .00 0 .0 2.57 .09003 .021823 .06 .950 .00 1930.47 1259.31 1.497 1260.805 34.7 12.35 2.368 1263.173 .00 2.005 2.25 .00 .00 0 .0 ' 2.13 .09003 .019405 .04 .950 .00 1932.60 1259.50 1.562 1261.062 34.7 11.77 2.153 1263.215 .00 2.005 2.25 .00 .00 0 .0 1,71 .09003 .017305 .03 .950 .00 ' 1 F0515P PAGE 6 WATER SURFACE PROFILE LISTING TR. 22916 (LIKE 'B') 100 YR. HYDROLOGY ' R.C.P 'N'=0.013 FILE NAME: T916B STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HOT/ BASE/ ZL NO AVBP! ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER t L/ELEV SO SF AVE HF NORM DEPTH ZR ftffff flfHNf f Nttff AkRARR ARf MfklklllA ilf NlfHHlf f lf!lf ffk Hff Nlf ff lfllHlM!!f!lkff!!H!HlHf1H HfHfHlki H if lfHlN Hf!!f 1934.31 1259.65 1.633 1261.287 34.7 11.23 1.957 1263.244 .00 2.005 2.25 .00 .00 0 .0 ' 1.37 .09003 .015487 .02 .950 .00 1935.68 1259.78 1.709 1261.486 34.7 10.70 1.779 1263,265 .00 2.005 2.25 .00 .00 0 .0 1.01 .09003 .013928 .01 .950 .00 1936.69 1259.87 1.794 1261.662 34.7 10.21 1.617 1263.279 .00 2.005 2.25 .00 .00 0 .0 66 .09003 .012624 .01 .950 .00 1937.35 1259.93 1.890 1261.817 34.7 9.73 1.470 1263.287 .00 2.005 2.25 .00 .00 0 .0 .25 .09003 .011591 .00 .950 .00 g00 Grfcr! BRsiN ' ENr,2.4Nc� Gas$ /. y (� 1 � he a / ' .'. /2(q.3Zl �� 1 1 1 1 F 0 5 1 5 P PAGE NO 1 NATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - 1 TR. 22916 (LINE 'B-1') HEADING LINE NO 2 IS 100 YR. HYDROLOGY 1 HEADING 1111 11 3 IS LINE 'B-1' CATCH BASIN i 23 1 1 1 1 1 1 1 1 1 1 i 1 1 1 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(S) Y(6) Y(7) Y(8) Y(9) Y(10) tCODE NO TYPE PIERS WIDTH DIANETER WIDTH DROP CD 1 4 1.50 ' CD 2 2 0 .00 5.00 3.00 .00 1 ' 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 W S ELEV 1002.00 1209.60 1 1209.51 ELEMENT NO 2 IS A REACH + + + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1028.99 1218.78 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A WALL ENTRANCE + U/S DATA STATION INVERT SECT FP ' 1028.99 1218.78 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS + U/S DATA STATION INVERT SECT W S ELEV ' 1028.99 1218.78 2 1218.78 fHHHH!}!H!la Hflf H1H1Hfff lkf}H♦HlH ifi Hl♦♦If if ff HIHNH HfHHf+ This software prepared for: Robert Bein, William Frost R Associates !I!liiHf H1f a{f/H IH{Hf1f HH 1{H!H INH{H!!f{!ffl HfllH Hk!!N!!l H 111 ' ++ WARNING NO. 2 ++ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC ERROR MESSAGE NO. 2 WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS, W.S.ELEV = INV + DC 1 F0515P PAGE 1 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-1'l 100 YR. HYDROLOGY ' LINE 'B-l' CATCH BASIN # 23 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 L/ELEM SO SF AVE HF MORN DEPTH ZR 1f♦1!N 11fHHf•♦H1HlH•H!H if alf}!1f if k1♦H1H ff 1•H1flff•H1Hflfflff!♦l1Hfa HaH 1H•HflHlH ffllklH llf a4iflf!!lfffHH!!H 1002.00 1209.60 .201 1209.801 2.3 16.20 4.074 1213.875 .00 .573 1.50 .00 .00 0 .0 8.54 .34013 .300737 2.57 .200 .00 ' 1010.54 1212.50 .207 1212.711 2.3 15.54 3.750 1216.461 .00 .573 1.50 .00 .00 0 .0 4.30 .34013 .262772 1.13 .200 .00 1014.84 1213.97 .214 1214.182 2.3 14.84 3.419 1217.601 .00 .573 1.50 .00 .00 0 .0 12.73 .34013 .229730 .63 .200 .00 1017.57 1214.90 .222 1215.117 2.3 14.11 3.092 1218.209 .00 .573 1.50 .00 .00 0 .0 1.96 .34013 .200740 .39 .200 .00 1019.53 1215.56 .229 1215.793 2.3 13.45 2.809 1218.602 .00 .573 1.50 .00 .00 0 .0 1.50 .34013 .175233 .26 .200 .00 1021.03 1216.07 .237 1216.311 2,3 12.85 2.564 1218.875 .00 .573 1.50 .00 .00 0 .0 1.20 .34013 .153107 .18 .200 .00 ' 1022.23 1216.48 .245 1216.727 2.3 12.23 2.324 1219.051 .00 .573 1.50 .00 .00 0 .0 .99 .34013 .133677 .13 .200 .00 1023.22 1216.82 .253 1217.069 2.3 11.68 2.117 1219.186 .00 .573 1.50 .00 .00 0 .0 82 .34013 .116633 .10 .200 .00 1 1024.04 1217.10 .261 1217.357 2.3 11.11 1.917 1219.274 .00 .573 1.50 .00 .00 0 .0 .69 .34013 .101822 .07 .200 .00 1024.73 1217.33 .270 1217.602 2.3 10.60 1.744 1219.346 .00 .573 1.50 .00 .00 0 .0 ' 60 .34013 .088959 .05 .200 .00 1025.33 1217.54 .279 1217.814 2.3 10.09 1.580 1219.394 .00 .573 1.50 .00 .00 0 .0 .51 .34013 .077754 .04 .200 .00 ' 1 FOSiSP PAGE 2 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-1') 100 YR. HYDROLOGY ' LINE 'B-1' CATCH BASIN # 23 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HOT/ BASE/ ZL NO AVBPF ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEM SO SF AVE HF MORN DEPTH ZR 1HallfHfHalflflH!lHHf11lMH•kffHHflflflf!♦fH1f 11H•HfIlf fllffllH if Hfffffllf i!!f If 11 H IlH 1ff fff if if•fa11H 1ff 1IH if 1f! 1025.84 1217.71 .289 1217.998 2.3 9.62 1.438 1219.436 .00 .573 1.50 .00 .00 0 .0 !026.29 121/.86 .298 1218.166 2.3 9.2U 1.514 14014/1 .0 lili iI�u .uU .au v ' 38 .34013 .059350 .02 .200 .00 1026.67 1217.99 .309 1218.302 2.3 8.75 1.188 1219.490 .00 .573 1.50 .00 .00 0 .0 .35 .34013 .051696 .02 1200 .00 ' 1027.02 1218.11 .319 1218.428 2.3 8.36 1.086 1219.514 .00 .573 1.50 .00 .00 0 .0 .29 .34013 .045336 .01 .200 .00 1027.31 1218.21 .330 1218.539 2.3 7.96 .983 1219.522 .00 .573 1.50 .00 .00 0 .0 .26 .34013 .039624 .01 .200 .00 1027.57 1218.30 .341 1218.639 2.3 7.59 .895 1219.534 .00 .573 1.50 .00 .00 0 .0 .23 .34013 .034641 .01 .200 .00 1027.80 1218.38 .353 1218.729 2.3 7.23 .812 1219.541 .00 .573 1.50 .00 .00 0 .0 ' .20 .34013 .030297 .01 .200 .00 1028.00 1218.44 .365 1218.809 2.3 6.91 .741 1219.550 .00 .573 1.50 .00 .00 0 .0 .17 .34013 .026502 .00 .200 .00 1028.17 1218.50 .378 1218.880 2.3 6.59 .674 1219.554 .00 .573 1.50 .00 .00 0 .0 16 .34013 .023190 .00 1200 .00 1028.33 1218.55 .391 1218.945 2.3 6.27 .610 1219.555 .00 .573 1.50 .00 .00 0 .0 .13 .34013 .020276 .00 .200 .00 ' 1028.46 1218.60 .404 1219.003 2.3 5.99 .557 1219.560 .00 .573 1.50 .00 .00 0 .0 .11 .34013 .017731 .00 .200 .00 1 F0515P PAGE 3 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-1') 100 YR. HYDROLOGY LINE 'B-1' CATCH BASIN t 23 ' STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0, PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ' lfifflNlHlHH1fl HIN lff1Ml11l1fflfffflfllfMH1H♦f!!llfffflf HfHltflk Hff!/11H H/!Hlf 111H H1fffli Hf�/ffff!!lf Hfflll/f!! 1028.57 1218.64 .418 1219.056 2.3 5.71 .506 1219.562 .00 .573 1.50 .00 .00 0 .0 .10 .34013 .015522 .00 .200 .00 1028.67 1218.67 .433 1219.103 2.3 5.44 .459 1219.562 .00 .573 1.50 .00 .00 0 .0 08 .34013 .013590 .00 .200 .00 1028.75 1218.70 .448 1219.146 2.3 5.19 .419 1219.565 .00 .573 1.50 .00 .00 0 .0 .07 .34013 .011891 .00 .200 .00 ' 1018.82 1218.72 ..463 1219.185 2.3 4.95 .380 1219.565 .00 .573 1.50 .00 .00 0 .0 .05 .34013 .010411 .00 .200 .00 1028.87 1218.74 .480 1219.220 2.3 4.71 .345 1219.565 .00 .573 1.50 .00 .00 0 .0 ' .11 34013 .009125 .00 .200 .00 1028.92 1218.76 .497 1219.252 2.3 4.49 .313 1219.565 .00 .573 1.50 .00 .00 0 .0 .03 .34013 .007992 .00 .200 .00 1028.95 1218.77 .514 1219.281 2.3 4.28 .285 1219.566 .00 .573 1.50 .00 .00 0 .0 ' 02 .34013 .007004 .00 .200 .00 1028.97 1218.77 .533 1219.307 2.3 4.09 .259 1219.566 .00 .573 1.50 .00 .00 0 .0 .02 .34013 .006142 .00 .200 .00 ' 1028.99 1218.78 .552 1219.330 2.3 3.90 .236 1219.566 .00 .573 1.50 .00 .00 0 .0 .00 .34013 .005370 .00 .200 .00 1028.99 1218.78 .573 1219.353 2.3 3.70 .213 1219.566 .00 .573 1.50 .00 .00 0 .0 WALL ENTRANCE .00 ' 1028.99 1218.78 .860 1219.640 2.3 .89 .012 1219.652 .00 .263 5.00 3.00 .00 0 .0 1 1 r F 0 5 1 5 P PAGE NO I NATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'B-2') HEADING LINE NO 2 IS 100 YR. HYDROLOGY ' HEADING LINE NO 1 IS LINE 'B-2' CATCH BASIN t24 1 ' FOSISP WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(L) Y(2) Y(3) Yl4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) ' CODE NO TYPE PIERS WIDTH DIANETER WIDTH DROP CD 1 4 1.50 ' CD 2 2 0 .00 4.50 3.00 .00 t 1 t 1 ' F 0 5 1 5 P PAGE NO 2 NATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET + + ' U/S DATA STATION INVERT SECT. X S ELEV 1002.00 1209.50 1 1209.51 ELEMENT NO 2 IS A REACH + ! + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1007.90 1211.37 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1022.34 1219.26 1 .013 .00 37.00 .00 0 ELEMENT NO 4 IS A WALL ENTRANCE + U/S DATA STATION INVERT SECT FP ' 1022.34 1219.26 2 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1022.34 1219.26 2 1219.26 ' filfll!lff RflRltf if!ltRR1RR1Rff ff♦tffff if lffff liffffff kf if}ff i!!f}f 1f11f 1ff if This software prepared for: Robert Bein, William Frost A Associates f}f if if}f ti tkl H}tf ltf HffflH klffifH Hlftfff l!♦!H flf}f fffllfft N4fk Hff lff ' ERROR MESSAGE NO. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 5 INCREMENT = .000010 ERROR MESSAGE NO. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 4 INCREMENT = .000010 *+ WARNING NO. 2 ++ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV • DC ' 1 FOS15P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-2') 100 YR. HYDROLOGY ' LINE '8-2' CATCH BASIN 124 STATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEV SO SF AVE HF NORM DEPTH ZR \f Hlffflk HlH f!!Hflf\fflkf Hf f HfH HlHfHNiH!!f1l1lf1lf f!l1fHllf NkffkHflflff!!H!!H!Hlffi Nlf H!\!!H lkHNHlN Hlff!! 1001.00 1209.50 .474 1209.974 11.1 23.13 8.304 1218.278 .00 1.275 1.50 .00 .00 0 .0 ' 5.90 .31695 .227284 1.34 .440 .00 1007.90 1211.37 .486 1211.856 11.1 21.38 7.777 1219.633 .00 1.275 1.50 .00 .00 0 .0 1.16 .54640 .208625 .24 .380 .00 1009.06 1212.01 .495 1212.500 11.1 21.76 7.356 1219.856 .00 1.275 1.50 .00 .00 0 .0 ' 1.82 .54640 .188003 .34 .380 .00 1010.86 1213.00 .513 1213.511 11.1 20.75 6.684 1220.195 .00 1.275 1.50 .00 .00 0 .0 1.55 .54640 .164784 .26 .380 .00 1012.43 1213.84 .531 1214.375 11.1 19.79 6.079 1220.454 .00 1.275 1.50 .00 .00 0 .0 1.33 .54640 .144421 .19 .380 .00 1013.76 1214.57 .550 1215.120 11.1 18.88 5.534 1220.654 .00 1.275 1.50 .00 .00 0 .0 1.15 .54640 .126659 .15 .380 .00 ' 1014.91 1215.20 .570 1215.768 11.1 17.99 5.026 1220.794 .00 1.275 1.50 .00 .00 0 .0 1.00 .54640 .111150 .11 .380 .00 1015.91 1215.75 .591 1216.337 11.1 17.16 4.570 1220.907 .00 1.275 1.50 .00 .00 0 .0 1 .88 .54640 .097535 .09 .380 .00 1016.79 1216.23 .612 1216.838 11.1 16.37 4.162 1221.000 .00 1.275 1.50 .00 .00 0 .0 .77 .54640 .085575 .07 .380 .00 ' 1017.56 1216.65 .634 1217.282 11.1 15.59 3.774 1221.056 .00 1.275 1.50 .00 .00 0 .0 .68 .54640 .075165 .05 .380 .00 1018.24 1217.02 .658 1217.676 11.1 14.88 3.438 1221.114 .00 1.275 1.50 .00 .00 0 .0 .60 .54640 .066060 .04 .380 .00 ' 1 FOSISP PAGE 2 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-2') ' 100 YR. HYDROLOGY LIRE 'B-2' CATCH BASIN f24 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HUT/ BASE/ ZL NO AVBPI VTRU Dr rTnv rTrU Drin CDD rTrTDU nrDTU nT! Tn wD DTUD ♦lfkfff4f l!!}li lff!lllaf}}f lffff 1f41111f1f11lfflffffflffflfflftf}14ff41f111If}llaf4fal11f 1fff11f 11f!lllff1a11f 41f 1l1f if}kY1111f11ff 1018.84 1217.35 .682 1218.028 11.1 14.18 3.121 1221.149 .00 1.275 1.50 .00 .00 0 .0 .53 .54640 .058079 .03 .380 .00 1019.37 1217.64 .708 1218.343 11.1 13.52 2.838 1221.181 .00 1.275 1.50 .00 .00 0 .0 ' 46 .54640 .051088 .02 .380 .00 1019.83 1217.89 .734 1218.625 11.1 12.89 2.581 1221.206 .00 1.275 1.50 .00 .00 0 .0 .41 .54640 .044976 .02 .380 .00 ' 1020.24 1218.11 . .763 1218.878 11.1 12.29 2.346 1221.224 .00 1.275 1.50 .00 .00 0 .0 .37 .54640 .039638 .01 .380 .00 1020.61 1218.31 .792 1219:105 11.1 11.72 2.133 1221.238 .00 1.275 1.50 .00 .00 0 .0 .32 .54640 .034943 .01 .380 .00 ' 1020.93 1216.49 .823 1219.310 11.1 11.18 1.940 1221.250 .00 1.275 1.50 .00 .00 0 .0 .28 .54640 .030833 .01 .380 .00 1021.21 1218.64 .855 1219.495 11.1 10.65 1.762 1221.257 .00 1.275 1.50 .00 .00 0 .0 ' 24 .54640 .027243 .01 .380 .00 1021.45 1218.77 .890 1219.662 11.1 10.16 1.601 1221.263 .00 1.275 1.50 .00 .00 0 .0 .21 .54640 .024106 .01 .380 .00 ' 1021.66 1218.89 .926 1219.813 11.1 9.69 1.457 1221.270 .00 1.275 1.50 .00 .00 0 .0 .17 .54640 .021359 .00 .380 .00 1021.83 1218.98 .965 1219.949 11.1 9.23 1.324 1221.273 .00 1.275 1.50 .00 .00 0 .0 .16 .54640 .018963 .00 .380 .00 ' 1021.99 1219.07 1.006 1220.072 11.1 6.80 1.203 1221.275 .00 1.275 1.50 .00 .00 0 .0 .12 .54640 .016869 .00 .380 .00 1 F0515P PAGE 3 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE '8-2') 100 YR. HYDROLOGY LINE 'B-2.' CATCH BASIN #24 ' STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR EL£V OF FLOW FLEW HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEV SO SF AVE HF NORM DEPTH ZR 4flflf Hlf Nff HlfHHf}aaf H411ffffllH}!f H}lf elfflH ffa if!!laHaHff fH!lfafafllkflH aaf if fif♦lf if lllH HNHfl111f alf aaaH NHi 1022.11 1219.13 1.050 1 220.184 11.1 8.40 1.095 1221.279 .00 1.275 1.50 .00 .00 0 .0 .10 .54640 .015052 .00 .380 .00 ' 1022.21 1219.19 1.098 1220.285 11.1 8.00 .995 1221.280 .00 1.275 1.50 .00 .00 0 .0 .07 .54640 .013485 .00 .380 .00 1022.28 1219.23 1.150 1220.376 11.1 7.63 .905 1221.281 .00 1.275 1.50 .00 .00 0 .0 .04 .54640 .012145 .00 .380 .00 ' 1022.32 1219.25 1.208 1220.459 11.1 7.28 .823 1221.282 .00 1.275 1.50 .00 .00 0 .0 .02 .54640 .011024 .00 .380 .00 1022.34 1219.26 1.275 1220.535 11.1 6.93 .746 1221.281 .00 1.275 1.50 .00 .00 0 .0 t WALL ENTRANCE .00 1022.34 1219.26 2.572 1221.832 11.1 1.44 .032 1221.864 .00 .752 4.50 3.00 .00 0 .0 1 ' 1 ' F 0 5 1 5 P PAGE NO I PATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'B-3') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 3 IS - LINE '8-3' CATCH BASIN # 21 1 1 1 ' 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 1.75 ' CD 2 4 1.50 CD 3 4 1.75 co 4 2 0 .00 4.00 3.00 .00 1 ' 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 V S ELEV 1003.00 1219.83 1 1221.47 ELEMENT NO 2 IS A REACH + + + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1008.07 1220.03 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1033.30 1221.04 1 .013 .00 64.00 .00 0 ELEMENT NO 4 IS A REACH + + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANC PT MAN H ' 1036.50 1221.00 1 .013 .00 .00 .00 0 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 5 IS A JUNCTION ' U/S DATA STATION INVERT SECT LAT-1 LAY-1 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1038.00 1221.30 3 2 0 .013 8.4 .0 1221.32 .00 30.00 .00 ELEMENT NO 6 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1066.14 1222.35 3 .013 .00 .00 .00 0 ELEMENT NO 7 IS A WALL ENTRANCE + U/S DATA STATION INVERT SECT FP ' 1066.14 1222.35 4 .500 ELEMENT NO 8 IS A SYSTEM HEADVORKS + U/S DATA STATION INVERT SECT V S ELEV 1066.14 1222.35 4 1222.35 ' ilH Hfff1H 1141 HlHHflHNltlfff NlH if afff lflH HfllfllHflHiHlHfk!!1! This software prepared for: Robert Bein, William Frost 6 Associates 1fi Hlff!!H H1H lR Hfl H♦!lH1HlH NHNlf flf llflfflH lRlf lRf lffilfl H lffH •• WARNING NO. 2 *' NATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS IRVERT ELEVATION IN HDWKDS, W.S.ELEV = INV f DC I FOSISP PAGE 1 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'B-3') 100 YR. HYDROLOGY LINE 'B-3' CATCH BASIN 121 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 L/ELEV 50 SF AVE RF NORM DEPTH ZR fN1lHfMfHflflflffHHfflf if kf iklN MfHHfflfiff HlNff fff afH bfH HfHffflti H ff lff 4414 aflf Hlallf HiHfHlH 1f•ilH Mlff4H♦ ' 1003.00 1219.83 1.279 1221.109 23.4 12.43 2.398 1223.507 .00 1.660 1.75 .00 .00 0 .0 5.07 .03946 .027359 .14 1.121 .00 1008.07 1220.03 1.300 1221.330 23.4 12.21 2.314 1223.644 .00 1.660 1.75 .00 .00 0 .0 3.93 .04003 .026311 .10 1.120 .00 1012.00 1220.19 1.321 1221.509 23.4 12.01 2.241 1223.750 .00 1.660 1.75 .00 .00 0 .0 8.95 .04063 .024546 .22 1.120 .00 1020.95 1220.55 1.386 1221.932 23.4 11.45 2.035 1223.967 .00 1.660 1.75 .00 .00 0 .0 ' 6.29 .04003 .022215 .14 1.120 .00 1027.24 1220.60 1.459 1222.257 23.4 10.92 1.851 1224.108 .00 1.660 1.75 .00 .00 0 .0 4.18 .04003 .020350 .09 1.120 .00 ' 1031.42 1220.96 1.545 1222.510 23.4 10.41 1.682 1224.193 .00 1.660 1.75 .00 .00 0 .0 1.88 .04003 .019212 .04 1.120 .00 1033.30 1221.04 1.660 1222.700 23.4 9.92 1.529 1224.229 .00 1.660 1.75 .00 .00 0 .0 ' .78 -.01251 .019777 .02 .000 .00 1034.08 1221.03 1.743 1222.773 23.4 9.73 1.471 1224.244 .00 1.660 1.75 .00 .00 0 .0 .17 -.01251 .021022 .00 .000 .00 1034.25 1221.03 1.750 1222.778 23.4 9.73 1.470 1224.248 .00 1.660 1.75 .00 .00 0 .0 G.LJ •V.LJa 1036.50 1221.00 1.827 1222.827 23.4 9.73 1.470 1224.297 .00 1.660 1.75 .00 .00 0 .0 ' 3UNCT STR .20003 .015386 .02 .00 1038.00 1221.30 2.835 1224.135 15.0 6.24 .604 1224.739 .00 1.435 1.75 .00 .00 0 .0 28.14 .03731 .008962 .25 .862 .00 ' 1 F0515P PAGE 2 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-3') ' 100 YR. HYDROLOGY LINE 'B-3' CATCH BASIN t 21 STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEV SO SF AVE HF NORM DEPTH ZR •�rrrrrr rr rrr+r��rrra rrr rrrrr�srr:rra�rr a r+r rrr:rrrrrrrrr+rrrrurrrrrrrrr�rrrrrrrr:rr+rrrrr:rr:arrrr:rrrrrrr rrrrrrrrrrr:rrrrrrrr♦ 1066.14 1222.35 2.037 1224.387 15.0 6.24 .604 1224.991 .00 1.435 1.75 .00 .00 0 .0 ' WALL ENTRANCE .00 1066.14 1222.35 3.168 1225.518 15.0 1.58 .039 1225.557 .00 .919 4.00 3.00 .00 0 .0 1 ' 1 1 1 ' F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 12916 (LINE 'B-4') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY ' HEADING LINE NO 3 IS - LINE 'B-4' CATCH BASIN t 22 1 1 ' F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN 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 1.50 ' CD 2 2 0 .00 4.00 3.00 .00 t 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 W S ELEV 1001.75 1221.32 1 1224.14 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1029.13 1222.17 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH • + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1052.69 1222.87 1 .013 .00 60.00 .00 0 ELEMENT NO 4 IS A REACH + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1057.31 1223.01 1 .013 .00 .00 .00 0 ELEMENT NO 5 IS l WALL ENTRANCE U/S DATA STATION INVERT SECT FP ' 1057.31 1223.01 2 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS + U/S DATA STATION INVERT SECT W S ELEV 1057.31 1223.01 2 1223.01 ' Hifff iltitfff Hlfffff!l1HfMff lfl1f 11N Hff flkk!!f l44if kif HffH lfff!!f1lH This softrare prepared for: Robert Bein, William Frost & Associates 1H if♦Nff}fH if Nlf Hf HfHlf lkf♦1f Nlf ifffl!lf kf lff 1ff111f!!HlHfHiH HH ' +• YARNING NO. 2 ++ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-41) ' 100 YR. HYDROLOGY LINE 'B-4' CATCH BASIN 4 22 STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR IN NNlfffklf if HfHl1NlfH 11fif11lHfHfflflff♦f Hff 1f 1f 11ffl1 Mff Hkf lflf if lfflf}ff1!lff1 N111f lff lfH HfHH♦H♦H 1lf Hff if ilf ' 1001.75 1221.32 2.820 1224.140 8.4 4.75 .351 1224.491 .00 1.123 1.50 .00 .00 0 .0 27.38 .03105 .006395 .18 .710 .00 1029.13 1222.17 2.145 1224.315 8.4 4.75 .351 1224.666 .00 1.123 1.50 .00 .00 0 .0 23.56 .02971 .006395 .15 .720 .00 ' 1052.69 1222.87 1.653 1224.523 8.4 4.75 .351 1224.874 .00 1.123 1.50 .00 .00 0 .0 4.62 .03031 .006395 .03 .710 .00 1057.31 1223.01 1.543 1224.553 8.4 4.75 .351 1224.904 .00 1.123 1.50 .00 .00 0 .0 ' WALL ENTRANCE .00 1057.31 1223.01 2.195 1225.205 8.4 1.28 .025 1225.230 .00 .625 4.00 3.00 .00 0 .0 1 1 1 1 t F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22916 (LINE 'B-5') HEADING LINE NO 2 IS - 100 YR. HYDROLOGY HEADING LINE NO 3 IS - LINE 'B-5' CATCH BASIN 1 20 F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(41 Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) ' CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 ' CD 2 2 0 .00 4.00 3.00 .00 t 1 t ' 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 W S ELEV 1002.50 1223.09 1 1224.41 ELEMENT NO 2 IS A REACH + • ■ ' U/S DATA STATION INVERT SECT N RADIUS ANGLE AHG PT MAN H 1020.00 1224.67 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A REACH f f f U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1042.75 1226.71 1 .013 .00 58.00 .00 0 ELEMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP ' 1042.75 1226.71 2 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS ■ U/S DATA STATION INVERT SECT W S ELEV ' 1042.75 1226.71 2 1226.71 ff:flff 1f 11 ffflffff fffftffff ufftftf uffftfftffff:fffttf lf!!!ll uftffffllf tff This softrare prepared for: Robert Bein, William Frost 6 Associates ff tffftffftflf fff ftff!ltlfttfflf!!:!f!lftlfl:f!ltl:fltflflftfa fffff fff fffttff ' ++ WARNING NO. 2 ++ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-5') ' 100 YR. HYDROLOGY LINE 'B-5' CATCH BASIN t 20 ' 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 L/ELEM SO SF AVE HF NORM DEPTH ZR HHffNHfltNtltlfltHtHHfffi HlMMfllHlff/ff iff HfbfMfttfftH Hffli HffNHrHHflff NfffHMfHfif�lff Htffff ffiH HINM ' 1002.50 1223.09 .654 1223.744 10.6 14.32 3.186 1226.930 .00 1.251 1.50 .00 .00 0 .0 3.28 .09029 .064346 .21 .600 .00 1005.78 1223.39 .661 1224.047 10.6 14.11 3.093 1227.141 .00 1.251 1.50 .00 .00 0 .0 ' 8.22 .09029 .059151 .49 .600 .00 1014.00 1224.13 .686 1224.814 10.6 13.45 2.810 1227.624 .00 1.251 1.50 .00 .00 0 .0 6.00 .09029 .052028 .31 .600 .00 1020.00 1224.67 .712 1225.382 10.6 12.82 2.551 1227.933 .00 1.251 1.50 .00 .00 0 .0 ' 2.46 .08967 .047147 .12 .600 .00 1022.46' 1224.89 .725 1225.616 10.6 12.51 2.432 1228.048 .00 1.251 1.50 .00 .00 0 .0 4.13 .08967 .042881 .18 .600 .00 ' 1026.59 1215.26 .753 1216.014 10.6 11.94 2.213 1228.227 .00 1.251 1.50 .00 .00 0 .0 3.31 .08967 .037779 .13 .600 .00 1029.90 1225.56 .782 1226.340 10.6 11.37 2.009 1228.349 .00 1.251 1.50 .00 .00 0 .0 ' 2.71 .08967 .033295 .09 .600 .00 1032.61 1225.80 .812 1226.613 10.6 10.85 1.828 1228.441 .00 1.251 1.50 .00 .00 0 .0 2.23 .08967 .029369 .07 .600 .00 1034.84 1226.00 .844 1226.844 10.6 10.34 1.661 1228.505 .00 1.251 1.50 .00 .00 0 .0 ' 1.83 .08967 .025943 .05 .600 .00 1036.67 1226.17 .878 1227.043 10.6 9.86 1.510 1228.553 .00 1.251 1.50 .00 .00 0 .0 1.54 .08967 .022938 .04 .600 .00 ' 1038.21 1226.30 .913 1227.215 10.6 9.41 1.374 1228.569 .00 1.251 1.50 .00 .00 0 .0 1.25 .08967 .020308 .03 .600 .00 1 F0515P PAGE 2 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE '8-5') 100 YR. HYDROLOGY LINE 'B-5' CATCH BASIN t 20 uLl1a•V.. avl.uay. ..u...v i.u. .. .�.. �... .. .. ... ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEV SO SF AVE NF NORM DEPTH ZR ufaafauaaa of aaafaaaaaaaf:aaaaf ff ffff of aaf of:afaaaaafaffff♦ffffff aff afffaaff ffff:ffestfafffffaaafffff faffaf aaaaa:aff as f+afaafaf aaa 1039.46 1226.42 .951 1227.366 10.6 8.97 1.249 1228.615 .00 1.251 1.50 .00 .00 0 .0 ' 1.02 .08967 .018014 .02 .600 .00 1040.48 1226.51 .991 1.227.498 10.6 8.55 1.135 1228.633_ .00 1.251 1.50 .00 .00 0 .0 .82 .08967 .016012 .01 .600 .00 ' 1041.30 1226.58 1.034 1227.614 10.6 8.15 1.032 1228.646 .00 1.251 1.50 .00 .00 0 .0 .62 .08967 .014275 .01 .600 .00 1041.92 1226.64 1.081 1227.717 10.6 7.77 .938 1228.655 .00 1.251 1.50 .00 .00 0 .0 .46 .08967 .012769 .01 .600 .00 ' 1042.38 1226.68 1.131 1227.808 10.6 7.41 .852 1228.660 .00 1.251 1.50 .00 .00 0 .0 .27 .08967 .011474 .00 .600 .00 1042.65 1226.70 1.187 1227.888 10.6 7.07 .775 1228.663 .00 1.251 1.50 .00 .00 0 .0 10 .08967 .010382 .00 .600 .00 1042.75 1226.71 1.251 1227.961 10.6 6.73 .703 1228.664 .00 1.251 1.50 .00 .00 0 .0 WALL ENTRANCE .00 ' 1042.75 1226.71 2.452 1229.162 10.6 1.44 .032 1229.194 .00 .729 4.00 3.00 .00 0 .0 1 1 ' F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TR. 22916 (LINE 'B-6') HEADING LIRE NO 2 IS - 100 YR. HYDROLOGY HEADING LIRE NO 3 IS - - LINE '8-6' CATCH BASIN 1 19 1 1 1 F0515P NATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE I 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(B) Y(9) Y(IO) 1 CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 1 CD 2 2 0 .00 5.00 3.00 .00 1 i i 1 1 1 i 1 1 1 1 1 1 1 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET 1 * ! ' U/S DATA STATION INVERT SECT W S ELEV 1002.50 1246.00 1 1248.76 ELEMENT NO 2 IS A REACH + • ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1033.16 1246.15 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A WALL ENTRANCE f U/S DATA STATION INVERT SECT FP 1033.16 1246.15 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV ' 1033.16 1246.15 2 1246.15 If Nf\f ff Nifff♦kRH HlNlH1HHf!\!H!H!1!!\!1\f liH klkl Hflff HfH!lff1H This software prepared for: Robert Bein, William Frost 8 Associates if fflfflffiiflklf fff!\f itt:kflff ffff\!t\i tff tltf lfff\ilffiif ff ffffifltkf:ff ff ** WARNING NO. 2 +• WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = IBV i DC 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING ' TR. 22916 (LINE 'B-6') 100 YR. HYDROLOGY LINE 'B-6' CATCH BASIN # 19 ' STATION INVERT DEPTH V.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEV SO SF AVE HF NORM DEPTH ZR ♦ff Hff lff ttfff l NiNl Hftffk••f•Ntff fif lfff•H•lffkti Hltffff f<ffflNkt<ff fff/f 4•fi Hfif!!Hlf lk/if N•ff lH Hflti{iH lfHk!\HiH ' 1002.50 1246.00 2.760 1248.760 10.0 5.66 .497 1249.257 .00 1.219 1.50 .00 .00 0 .0 30.66 .00489 .009063 .28 1.500 .00 1033.16 1246.15 2.888 1249.038 10.0 5.66 .497 1249.535 .00 1.219 1.50 .00 .00 0 .0 ' WALL ENTRANCE .00 1033.16 1246.15 3.860 1250.010 10.0 .86 .011 1250.022 .00 .702 5.00 3.00 .00 0 .0 1 ' 1 1 ' F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' TR. 22915 (LINE 'B-7') HEADING LINE NO 2 IS - I00 YR. HYDROLOGY ' HEADING LINE NO 3 IS - LINE '8-7' CATCH BASIN #-18 1 1 1 1 1 ' F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN 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(E) Y(9) Y(10) ' CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 2.00 ' CD 2 4 1.50 CD 3 4 1.50 CD 4 4 1.50 ' CD 5 2 0 .00 4.00 3.00 .00 1 ' 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 W S ELEV 1002.50 1247.30 1 1252.43 ELEMENT NO 2 IS A REACH • • + ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1016.54 1247.72 1 .013 .00 26.00 .00 0 ELEMENT NO 3 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANC PT MAN H 1028.50 1248.08 1 .013 .00 .00 .00 0 ELEMENT NO 4 IS A JUNCTION + • + + + k k U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ' 1032.00 1248.60 3 2 0 .015 14.8 .0 1248.60 .00 30.00 .00 ELEMENT NO 5 IS A REACH * * + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1052.00 1249.08 3 .013 .00 .00 .00 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1082.35 1254.54 3 .013 .00 .00 .00 0 ' ELEMENT NO 7 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1082.35 1254.54 5 .500 ' ELEMENT NO 8 IS A SYSTEM HEADWORKS + U/S DATA STATION INVERT SECT W S ELEV 1082.35 1254.54 5 1254.54 Hff f HflRf#Rf Hlf R!\1l1f Rf flf Hflf•f N11 Nflflfif Rfff HRl H ff 4(!(414(4flf f14 ' This software prepared for: Robert Bein, William Frost fi Associates \:\ffff:lff\:fffffflffkffiff1f 1f1fffff\f!\ftfflf/\f lYf\ff if lff if:flf if:R\!f!R •+ WARNING NO. 2 •+ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ' 1 FOS15P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-7') 100 YR. HYDROLOGY LINE 'B-7' CATCH BASIN { 18 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER t L/ELEM SO SF AVE HF NORM DEPTH ZR 111 R1111f•/iflf RllllfRlRlf lRflllkflRl11f 1f+llfllf\\+!\eff+ilff+fflflflf if!lflR1R11R1lR1lfllfRflffllllff if ifl lkffffiflf lflfklf\1k11f 1002.50 1247.30 5,130 1252,430 27.8 8,85 1.216 1253.646 .00 1.824 2.00 .00 .00 0 .0 ' 14.04 .02991 .015101 .21 1.243 .00 1016.54 1247.72 5.053 1252.773 27.8 8.85 1.216 1253.989 .00 1.824 2.00 .00 .00 0 .0 11.96 .03010 .015101 .18 1.240 .00 ' 1028.50 1248.08 4.073 1252.953 27.8 8.85 1.216 1254.169 .00 1.824 2.00 .00 .00 0 .0 JUNCT STR .14858 .020248 .07 .00 1032.00 1248.60 4.969 1253.569 13.0 7.36 .840 1254.409 .00 1.351 1.50 .00 .00 0 .0 20.00 .02400 .015316 .31 1.010 .00 ' 1052.00 1249.08 4.795 1253.875 13.0 7.36 .840 1254.715 .00 1.351 1.50 .00 .00 0 .0 11.54 .17990 .015316 .18 .550 .00 1063.54 1251.16 2.894 1254.051 13.0 7.36 .840 1254.891 .00 1.351 1.50 .00 .00 0 .0 ' HYDRAULIC JUMP .00 1063.54 1251.16 .697 1251.854 13.0 16.17 4.060 1255,914 .00 1.351 1.50 .00 .00 0 .0 1.34 .17990 .076912 .10 .550 .00 1064.88 1251.40 .707 1252.104 13.0 15.85 3.903 1256.007 .00 1.351 1.50 .00 .00 0 D 3.00 ,17990 .070417 .21 .550 .00 1067.88 1251.94 .734 1252.671 13.0 15.12 3.548 1256.219 .00 1.351 1.50 .00 .00 0 .0 i 2.50 .17990 .061999 .15 .550 .00 2.11 .17990 .054609 .12 .550 .00 1072.49 1252.77 .791 1253.557 13.0 13.74 2.932 1256.489 .00 1.351 1.50 .00 .00 0 .0 1.79 .17990 .048142 .09 .550 .00 1 F0515P PAGE 2 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-7') 100 YR. HYDROLOGY ' LINE 'B-7' CATCH BASIN 4 18 STATION INVERT DEPTH X.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ' flf1Hlf<fl11f 1fy Hl�<flf Hlk HlNfHf!!ffl11f11NlH1b ilk\HfHINl1l1f 1ff if Hlfllf flfftffkfH}!lNkNf11!llf bi♦1}♦Hf1ff}\111!1 1074.28 1253.09 .822 1253.910 13.0 13.10 2.667 1256.577 .00 1.351 1.50 .00 .00 0 .0 1.53 .17990 .042480 .06 .550 .00 1075.81 1253.36 .854 1254.218 13.0 12.50 2.426 1256.644 .00 1.351 1.50 .00 .00 0 .0 1.31 .17990 .037534 .05 .550 .00 1077.12 1253.60 .889 1254.487 13.0 11.92 2.205 1256.692 .00 1.351 1.50 .00 .00 0 .0 1.12 .17990 .033213 .04 .550 .00 ' 1078.24 1253.80 .925 1254.725 13.0 11.36 2.005 1256.730 .00 1.351 1.50 .00 .00 0 .0 .96 .17990 .029415 .03 .550 .00 1079.20 1253.97 .963 1254.935 13.0 10.83 1.822 1256.757 .00 1.351 1.50 .00 .00 0 .0 ' 80 .17990 .026114 .02 .550 .00 1080.00 1254.12 1.005 1255.122 13.0 10.33 1.656 1256.777 .00 1.351 1.50 .00 .00 0 .0 .68 .17990 .023242 .02 .550 .00 ' 1080.68 1254.24 1.049 1255.289 13.0 9.85 1.506 1256.795 .00 1.351 1.50 .00 .00 0 .0 .56 .17990 .020731 .01 .550 .00 1081.24 1254.34 1.096 1255.437 13.0 9.39 1.370 1256.607 .00 1.351 1.50 .00 .00 0 .0 .45 .17990 .018562 .01 .550 .00 ' 1081.69 1254.42 1.148 1255.570 13.0 8.95 1.245 1256.815 .00 1.351 1.50 .00 .00 0 .0 .34 .17990 .016716 .01 .550 .00 1082.03 1254.48 1.206 1255.689 13.0 8.54 1.131 1256.820 .00 1.351 1.50 .00 .00 0 .0 ' 23 .17990 .015174 .00 .550 .00 1082.26 1254.52 1.271 1255.795 13.0 8.14 1.029 1256.824 .00 1.351 1.50 .00 .00 0 .0 .09 .17990 .013976 .00 .550 .00 ' 1 FOS15P PAGE 3 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-7') 100 YR. HYDROLOGY t LINE 'B-7' CATCH BASIN 4 18 STATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEM SO SF AVE HF NORM DEPTH ZR }!!/1111 11!41/f 1111<f\f1k1!}11/1111 111111ff1k1!\fllf if klllflfll!1111111!!1\1}ff1f11fkfffl1f11f ff 1f 111!1 111111 1111!!\1ff 11ffi11ff i1! 1082.35 1254.54 1.351 1255.891 13.0 7.76 .934 1256.825 .00 1.351 1.50 .00 .00 0 .0 WALL ENTRANCE .00 ' 1082.35 1254.54 3.064 1257.604 13.0 1.41 .031 1257.635 .00 .836 4.00 3.00 .00 0 .0 1 1 ' F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING ' HEADING LINE NO 1 IS TR. 22916 (LINE 'B-8') HEADING LINE NO 2 IS - ' 100 YR. HYDROLOGY HEADING LINE NO 3 IS LINE 'B-8' CATCH BASIN f 16 ' FOS15P NATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 ' CARD SECT CRN 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 1.50 CD 2 2 0 .00 4.00 3.00 .00. 1 t ' 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 W S ELEV 1002.00 1248.50 1 1253.57 ' ELEMENT NO 2 IS A REACH + + U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1026.51 1253.21 1 .013 .00 67.50 .00 0 ELEMENT NO 3 IS A REACH + ! ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1030.60 1253.99 1 .013 .00 .00 .00 0 ELEMENT NO 4 IS A WALL ENTRANCE + UIS DATA STATION INVERT SECT FP 1030.60 1253.99 2 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS + + ' U/S DATA STATION INVERT SECT W S ELEV 1030.60 1253.99 2 1253.99 fff H kffff fff}lltf HflNlffffilffMHHl1f1H Htl!lfffflHHHfffklH HHlf ff This softrare prepared for: Robert Bein, Willias Frost & Associates ' fHHfff1llH♦If!!}H!!H!}i11N!♦H}1lNif if llff!llf fff HfffflN!lffHNN11 +* WARNING NO. 2 ++ WATER SURFACE ELEVATION GIVEN I5 LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = HIV + DC 1 F0515P PAGE 1 ' WATER SURFACE PROFILE LISTING TR. 22916 (LINE '8-8') 100 YR. HYDROLOGY ' LINE 'B-8' CATCH BASIN # 16 STATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ' ff!!1llfff}f lllkllffffflffu1f 11 HffllHf!lifktlff\fffllflf if Mffflfilflf!}Hlfllll+ 1f lf11f lllflf±fC l:kf f\f tf:f�llf!llf illf 1002.00 1248.50 5.070 1253.570 14.8 8.38 1.089 1254.659 00 1'401 1 JO 00 O 0 Q 12.90 .19217 .019851 .26 .560 .00 ' 1014.90 1250.98 2.950 1253.929 14.8 8.38 1.089 1255.018 .00 1.401 1.50 .00 .00 0 .0 HYDRAULIC JUMP .00 1014.90 1250.98 .769 1251.748 14.8 16.23 4.089 1255.837 .00 1.401 1.50 .00 .00 0 .0 .73 .19217 .071588 .05 .580 .00 ' 1015.63 1251.12 .777 1251.896 14.8 16.00 3.975 1255.871 .00 1.401 1.50 .00 .00 0 .0 2.62 .19217 .066045 .17 .580 .00 1018.25 1251.62 .808 1252.430 14.8 15.24 3.607 1256.037 .00 1.401 1.50 .00 .00 0 .0 ' 2.22 .19217 .058268 .13 .580 .00 1010.47 1252.05 .839 1252.888 14.8 14.54 3.282 1256.170 .00 1.401 1.50 .00 .00 0 .0 1.88 .19217 .051447 .10 .580 .00 ' 1022.35 1252.41 .873 1253.283 14.8 13.86 2.982 1256.265 .00 1.401 1.50 .00 .00 0 .0 1.61 .19217 .045491 .07 .580 .00 1023.96 1252.72 .908 1253.628 14.8 13.21 2.711 1256.339 .00 1.401 1.50 .00 .00 0 .0 1.37 .19217 .040278 .06 .580 .00 ' 1025,33 1252.98 .946 1253.930 14.8 12.61 2.468 1256.398 .00 1.401 1.50 .00 .00 0 .0 1.18 .19217 .035732 .04 .580 .00 1026.51 1253.21 .986 1254.196 14.8 12.01 2.241 1256.437 .00 1.401 1.50 .00 .00 0 .0 ' 99 .19072 .031813 .03 .590 .00 1027.50 1253.40 1.027 1254.425 14.8 11.47 2.044 1256.469 .00 1.401 1.50 .00 .00 0 .0 .86 .19072 .028390 .02 .590 .00 ' 1 F0515P PAGE 2 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-8') 100 YR, HYDROLOGY LINE '8-8' CATCH BASIN # 16 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 r4♦H if 4.rH Hfff HlHf+f+4f flff4frfr+f Hre+.+fr++ef+ee.+:+++Ht+++a+le++++++++a+fYrN+f+:»l.++++++++++.+Y..ff+fr Hff+ee•rf+.0 of ' 1028.36 1253.56 1.072 1254.635 14.8 10.94 1.858 1256.493 .00 1.401 1.50 .00 .00 0 .0 .72 .19072 .025369 .02 .590 .00 1029.08 1253.70 1.122 1254.823 14.8 10.43 1.689 1256.512 .00 1.401 1.50 .00 .00 0 .0 ' .59 .19072 .022784 01 .590 .00 1029.67 1253.81 1.177 1254.990 14.8 9.95 1.536 1256.526 .00 1.401 1.50 .00 .00 0 .0 .46 .19072 .020592 .01 .590 .00 1030.13 1253.90 1.238 1255.139 14.8 9.48 1.396 1256.535 .00 1.401 1.50 .00 .00 0 .0 33 .19072 .018807 .01 .590 .00 1030.46 1253.96 1.309 1255.272 14.8 9.04 1.269 1256.541 .00 1.401 1.50 .00 .00 0 .0 .14 .19072 .017591 .00 .590 .00 ' 1030.60 1253.99 1.401 1255.391 14.6 8.62 1.154 1256.545 .00 1.401 1.50 .00 .00 0 .0 WALL ENTRANCE .00 1030.60 1253.99 3.585 1257.575 14.8 1.38 .029 1257.604 .00 .911 4.00 3.00 .00 0 .0 ' 1 1 1 1 1 F 0 5 1 5 P PAGE NO I t RATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS TR. 22916 (LINE 'B-9') HEADING LINE NO 2 IS - ' HEADING LINE NO 3 IS - 100 YR. HYDROLOGY CATCH BASIN (RISER PIPE NO. 25) FILE NANE:LINEB9.NSP F0515P ' RATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR IRV 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 1.50 1 t 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 W S ELEV 1004.00 1207.87 1 1210.00 ELEMENT NO 2 IS A REACH * f f U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1033.00 1212.74 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS + U/S DATA STATION INVERT SECT W S ELEV 1033.00 1212.74 1 1212.74 ' laf Nltl♦HfHHfRNNkffHIN NfNNafai laffNHlatf fff Nff!lfff lfffl Mt♦!ff This software prepared for: Robert Bein, Willias Frost & Associates ffaH♦ffffffRlHlff afffflHlNfNlaff HlMMkffff ifffJffllHflH!lffff ff if f}f +* WARNING N0. 2 ++ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ' 1 F0515P PAGE 1 WATER SURFACE PROFILE LISTING TR. 22916 (LINE 'B-9') ' 100 YR. HYDROLOGY CATCH BASIN (RISER PIPE NO. 25) FILE NAME:LINEB9.WSP STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' L/ELEM SO SF AVE HF NORM DEPTH ZR fflflff affif!!1fllfkffffffflllfflffffflfaf fff tffflffffffafllf ff kff lllffiff lllffkfffffffalaff lffffffff tffkf fff kfff ifffff lff ilfff if!! 1004.00 1207.87 .960 1208.830 23.9 20.02 6.222 1215.052 .00 1.484 1.50 .00 "00 .0 ' 1.36 .16793 .093635 .13 .800 .00 1005.36 1208.10 .967 1209.065 23.9 19.83 6.109 1215.174 .00 1.484 1.50 .00 .00 0 .0 6.39 .16793 .087473 .56 .800 .00 ' 1011.75 1209.17 1.008 1210.180 23.9 18.92 5.560 1215.740 .00 1.484 1.50 .00 .00 0 .0 5.12 .16793 .077812 .40 .800 .00 1016.87 1210.03 1.052 1211.084 23.9 18.04 5.052 1216.136 .00 1.484 1.50 .00 .00 0 .0 4.18 .16793 .069434 .29 .800 .00 ' 1021.05 1210.73 1.100 1211.833 23.9 17.19 4.591 1216.424 .00 1.484 1.50 .00 .00 0 .0 3.46 .16793 .062201 .22 .800 .00 1024.51 1211.31 1.152 1212.466 23.9 16.40 4.178 1216.644 .00 1.484 1.50 .00 .00 0 .0 ' 2.87 .16793 .056021 .16 .800 .00 1027.38 1211.80 1.210 1213.006 23.9 15.63 3.794 1216.800 .00 1.484 1.50 .00 .00 0 .0 2.38 .16793 .050912 .12 .800 .00 ' 1029.76 1212.19 '1.277 1213.472 23.9 14.91 3.452 1216.924 .00 1.484 1.50 .00 .00 0 .0 1.93 .16793. .047011 .09 .800 .00 1031.69 1212.52 1.357 1213.877 23.9 14.22 3.139 1217.016 .00 1.484 1.50 .00 .00 0 .0 1.31 .16793 .046479 .06 .800 .00 ' 1033.00 1212.74 1.484 1214.224 23.9 13.55 2.850 1217.074 .00 1.484 1.50 .00 .00 0 .0 1 1 1 l , �I�.h. 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