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Home My WebLink AboutHarveston Drainage Study (Jul.31,2003) I I I I I I I I I I I I I I I I I I I RECEIVED JUL 3 1 2003 CITY OF TEMECULA ENGINEERING DEPARTMENT DRAINAGE STUDY DATE ST'& YNEZ RD HARVESTON PHASE-2 July 31,2003 Prepared for: Lennar Communities 24800 Chrisanta Drive Mission Viejo, CA 92691 Phone: (949) 598-8500 Fax:(949) 598-8640 Revision History Date Comment 07/31/2003 First Submittal Report Prepared By: 27555 Ynez Rd, Suite 400 Temecula, California 92591-4679 909.676.8042 telephone 909.676.7240 fax IJ II . CONSULTING Engineer of Work! Contact Person: Ejaz Mohammad, P.E. \ RBF IN 15-100627.003 I I I I I I I I I I I I I I I I I I I I I Table of Contents Introduction Hydrologic Methodology Hydrology- Existing Conditions Hydrology Proposed Conditions Hydraulics Conclusions and Recommendations References List of Exhibits Exhibit-1: Vicinity Map Exhibit-2: Hydrologic Soils Group Map Exhibit-3: Proposed Condition Hydrology Map List of Appendices Appendix A: Hydrologic Calculation Backup · Plate 0-4.1 Standard Intensity Duration Curves Data · 10- and 100-year Rational Method calculation backup . Exhibit-2 and -3 Page 1 Page 1 Page 2 Page 2 Page 2 Page 4 Page 4 Appendix B: Hydraulic Calculation Backup · Street Gutter Capacity Calculation Backup · Catchbasin in Sag: Capacity Calculation for T and 14' long catchbasins · Catcbasin and Street Capacity in Existing Ynez Rd · Pipe Hydraulic Calculations H:IPdatal 151 00627lCALCIHydrologylReporll627HydReporl-Harveston Dr.doc I I I I I I I I I I I I I I I I I I I DRAINAGE STUDY Date St and Ynez Rd I. INTRODUCTION The proposed project Harveston Phase II Development is master planned community in the City of Temecula, Riverside County, California. The proposed development studied in this report is Date Street and Ynez Rd. Both of these streets are major access to the Harveston project. Exhibit-1 shows the location of this project. This study specifically accomplishes the following tasks: .:. Determine the peak post-developed onsite 10-year and 1 OO-year runoff. .:. Locate and size catch basins where the street capacities exceed the Riverside County Flood Control and Water Conservation District's (RCFC&WCD) criteria and at all sump points. .:. Design pipes to carry the 1 OO-year flow. II. HYDROLOGIC METHODOLOGY The methodology presented in this study is in compliance with the RCFC&WCD 1978 Hydrology Manual (Reference 2, hereinafter referred to as the Manual). Model Descriptions -The Integrated Rational Method Hydrology System Model Version 8.0, dated January 1, 2000, (Reference 3) within the Advanced Engineering Systems Software (AES) was used to generate the peak 1 O-year and 1 OO-year onsite flows. Soil Type - The Manual utilizes the Soil Conservation Service (SCS) soil classification system, which classifies soils into four (4) hydrological groups (HSG): A through D, with D being the most impervious. Therefore a soil of HSG type-A produces least amount of peak runoff while HSG type-D produces most amount of peak runoff. According to Hydrologic Soils Group Map (Exhibit-2), the majority of this project lies within HSG "B." -p 1 I I I I I I I I I I I I I I I I I I I DRAINAGE STUDY Date St and Ynez Rd The remaining area in the north consists of HSG ~'BC." Development Type- The proposed development was based on single-family homes with a density of 4 lots per acre, or condominium whenever high-density development was proposed. For drainage areas with streets only, commercial land use was used. Intensity-ThelO-minute / 60-minute intensity values (inches/hour) for the 10-year and 100-year storm events, obtained from Plate D-4.1 (4 of 6) of the Manual, are 2.36/0.88 and 3.48/1.30, respectively. A copy of the above-mentioned plate is included in Appendix A. Drainage Areas and Flow Patterns - The drainage areas and flow patterns were determined using the proposed mass grading. The areas were measured using the computer capabilities of AutoCAD. III. HYDROLOGY - EXISTING CONDITIONS The hydrologic analysis for existing' conditions was addressed in Reference 1 & 2, and will not be repeated in this report. IV. HYDROLOGY - PROPOSED CONDITIONS The flows contributing to the drainage infrastructure designed per this drainage study come from Drainage Basins-700 and -800. Exhibit-3 shows the drainage basins with drainage area of each basin and flows at each node for 10- and 1 OO-year frequencies. V. HYDARULlCS This report adhered to the RCFC&WCD's .hydrologic criteria that the 10-year storm flow and the 100-year storm flow be contained within the curb and street right-of-way, respectively. The street capacities, calculated using the FlowMaster computer program, .3 2 I I I I I I I I I I I I I I I I I I I DRAINAGE STUDY Date St and Ynez Rd " (Reference 4) are included in Appendix B. The catch basin capacity calculations are also included with the report. The flows in the street and in the catch basins are less than the street and catch basin capacities. Street capacity is within the top of curb for the 1 O-year flow, and within -the street ROW for the 100-year flow. The Manning's n used for the street gutter capacity calculation is 0.015. All the catchbasins are in sag condition. Catch basin capacity per FHWA HEc-22 manual was calculated using the computer program FlowMaster. The capacity of the 7' and 14' catchbasins, for water below top of curb and street centerline, are 20 cfs and 26 cfs respectively. Appendix B includes the supporting calculation. The catchbasins have been sized as 7' in all the situations in this tract. Pipe hydraulics was performed using Los Angeles County hydraulic program WSPG version 2.4. Appendix B includes the pipe hydraulics calculation backup. The hydraulic grade lines have been checked to be below street levels in each catchbasin. and that water surface in each manholes are below surface. The Manning's n used for the RcP pipes is 0.013. In this report, pipe hydraulics is presented only for pipes and laterals of Line-N, Lateral, N-1 and N-2 in Ynez Rd at Equity Drive, Line-O and Lateral 0-1 in Equity Drive, Laterals A-3 and A-4 in Ynez Rd at Date Street, Line-J in Ynez Rd at the northern boundary of the project. Inlet Capacity of the existing calchbasin in Ynez Rd located north of County Center Drive is also included. Line M-2, which is located in Date Street near Lakeview Rd, is also presented. Line M-2 is an extension of existing Line-M constructed per Tr 29639-1 plans. A copy of HGL calculation result summary is included in Appendix-B. J\ 3 I I I I I I I I I I I I I I I I I I I DRAINAGE STUDY Date St and Ynez Rd VI. CONCLUSIONS AND RECOMMENDATIONS 1. Methodology used in this report is in compliance with the Riverside County Flood Control and Water Conservation District (RcFc&WcD) 2. All antiCipated drainage structures, which include calchbasins and pipes, have been designed per the Manual requirements. Street capacities have been checked against carrying capacities. VII. REFERENCES 1. RBF Consulting, Dra/nage Infrastructure Design Report: Harveston Master Plan of Drainage, February 20, 2002. 2. RBF Consulting, Drainage Infrastructure Design Report: Tract 29639-2, Harveston Master Plan of Drainage- Phase 2, June 25, 2003 3. Riverside Flood Control District and Water Conservation District (RcFC&WcD) Hydrology Manual, 1978. 4. Advanced Engineering Systems Software (AES), Rational Method Hydrology System Model Version 8:0, January 1,2000. 5. Haestad Methods, Inc., FlowMasterversion 6.1. 6. 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CONSTRUCTION SOURCE: PLATE C-1.52 RCFC & WCD HYDROLOGY MANUAL -- (5l II I I I I I I I I I I I I I I I I I I Project Description Worksheet Flow Element Method Solve For 56'R-OW Irregular Cham Manning's Fan Discharge Input Data Slope 005000 fVft Water Surface Elev 100.00 It Options Current Roughness Methc >ved Lotter's Method Open Channel Weighting lVed Lotte(s Method Closed Channel Weightin! Horton's Method Resurts Mannings Coeffic 0.015 Elevation Range .50 to 100.20 Discharge Flow Area Wetted Perimetel Top Widlh Actual Depth Critical Elevation Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type 18.96 cfs 7.7 It' 37.08 It 36.00 It 0.50 It 99.99 It 0.005780 tvlt 2.46 tvs 0.09 It 100.09 It 0.94 Subcritical Roughness Segments Start End Mannings Station Station Coefficient 0+90 0+94 1+42 0+94 1+42 1+46 0.030 0.015 0030 Natural Channel Points Station Elevation (It) (It) 0+90 100.20 0+94 100.12 1t{]0 100.00 1 t{]0 99.50 1 +02 99.63 1 +02 99.66 1 +18 99.98 1+34 99.63 1 +34 99.66 1 +36 99.50 1 +36 100.00 h:\... \calc\hydrotogy\flowmaster\streets. fm2 11/26/02 09:52:07 AM @Haestad Methods, Inc. MAX Q TO top-of-curb 5=0.005 Worksheet for Irregular Channel /' ~. XI'Let: (.f\ T O }-H"<" ><.; . ~ .J ,.' , . - ..' ,/1".....,..,,/ , I .,,""/ (! / \q Project Engineer: RBF Consulting RBF Consulting FlowMaster v6.1 [614k] 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 2 I I MAX Q TO top-of-curb 5=0.005 Worksheet for Irregular Channel Natural Channel Points Station (It) 1+42 1+46 Elevation (It) 100.12 100.20 I I I I I I I I I I I I I I I I "2P I Project Engineer: RBF Consulting h:\...\calc\hydrology\f1owmaster\streets.fm2 RBF Consulting FlowMaster VB.1 [614k] 11/26/02 09:52:07 AM @Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 2 of 2 I I I I I I I I I I I MAX Q TO R-O-W 5=0.005 Worksheet for Irregular Channel Project Description Worksheet Flow Element Method Solve For 56'R-OW Irregular Cham Manning's FOIT Discharge Input Data Slope 005000 ft/It Water Surface Elev 100.20 It Options Current Roughness Methe )ved Lotter's Method Open Channel Weighting wed Lotter's Method Closed Channel Weightin! Horton's Method Results Mannings Coeffic 0.017 Elevation Range .50 to 100.20 Discharge Flow Area Wetted Perimetel Top Width Actual Depth Critical Elevation Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type 45,21 cts 16.9 It' 57.08 It 56.00 It 0.70 It 100.16 It 0.006939 ft/It 2.67 ft/s 0.11 It 100.31 It 0.86 Subcritical II I Roughness Segments Start Station 0+90 0+94 1+42 End Station 0+94 1+42 1+46 Mannings Coefficient 0.030 0.015 0.030 I Natural Channel Points I I I I Station (It) 0+90 0+94 1+00 1+00 1+02 1+02 1+18 1+34 1+34 1+36 1+36 Elevation (It) 100.20 100.12 100.00 99.50 99.63 99.66 99.98 99.63 99.66 99.50 100.00 Z\ I Project Engineer: RBF Consulting h:\....\calc\hydrology\f1owmaster\streets,fm2 RBF Consulting FlowMaster v6.1 {614k] 11/26/02 09:52:41 AM @HaestadMethods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of2 I I MAX Q TO R-O-W 8=0.005 Worksheet for Irregular Channel Natural Channel Points I Station (It) 1+42 1+46 I Elevation (It) 100.12 .100.20 . I I I I I I I I I I I I I I I h:\. ..\calc\hydrology\f1owmaster\streets. fm2 11/26/02 09:52:41 AM @Haeslad Methods, Inc. RBF Consulting 37 Brookside Road Waterbury, CT 06708 USA J.:z-. Project Engineer: RBF Consulting FlowMaster vB.1 [614k] (203) 755-1666 Page 2 of 2 I I Project Description Worksheet Flow Element Metllod Solve For 56'R-DW Irregular Chant Manning's Fon Discharge I I Input Data Slope 010000 tult Water Surface Elev 100.20 It I I Options Current Roughness Methe lVed Lotter's Method Open Channel Weighting lved Lotter's Method Closed Channel Weightin! Horton's Method I Results Mannings Coeffie 0.017 Elevation Range .50 to 100.20 I Discharge Flow Area Wetted Perimetel Top Width Actual Depth , Critical Elevation Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type 63.9~ cts 16.9 ft2 57.08 It 56.00 It 0.70 It 100.24 It 0.006523 tult 3.78 tus 0.22 It 100.42 It 1.21 Supercritical I I I I Roughness Segments Start End Mannings Station Station Coefficient I 0+90 0+94 1+42 0+94 1+42 1+46 0.030 0.015 0.030 I Natural Channel Points I Station (It) 0+90 0+94 1+00 1+00 1+02 1+02 1+18 1+34 1+34 1+36 1+36 Elevation (It) 100.20 100.12 100.00 99.50 99.63 99.66 99.98 99.63 99.66 99.50 100.00 I I I I h:\... \calc\hydrology\f1owmaster\streets.fm2 11/26/02 09:54:32 AM @ Haestad Methods, Inc. MAX Q TO R-O-W 8=0.010 Worksheet for Irregular Channel RBF Consulting 37 Brookside Road Waterbury, CT 06708 USA -z,?;, Project Engineer: RBF Consulting FlowMaster v6.1 [614k] (203) 755.1666 Page 1 of 2 I I MAX Q TO R-O-W 8=0.010 Worksheet for Irregular Channel Natural Channel Points I Station (ft) 1+42 1+46 Elevation (ft) 100.12 100.20 I I I I I I I I I I I I I I ~A.. IJ I I Project Engineer: RBF Consulting h:\...\calc\hydrology\f1owmastenstreets.fm2 RBF Consulting FlowMaster v6.1 [614k] 11/26102 09:54:32 AM @ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 2 of 2 I I I 'I I I I I I I I MAX Q TO CURB 5=0.010 Worksheet for Irregular Channel Project Description Worksheet Flow Element Method Solve For 56'R-QW Irregular Chanl Manning's FOrT Discharge Input Data Slope 010000 IUft Water Surface Elev 100.00 ft Options Current Roughness Methe wed Lotter's Method Open Channel Weighting lved Lotter's Method Closed Channel Weightin! Horton's Method Results Mannings Coeffic 0.015 Elevation Range .50 to 100.20 Discharge 2~P~_1 ds Flow Area 7.7 ft2' Wetted Perimetel 37.08 ft Top Width 36.00 ft Actual Depth 0.50 ft Critical Elevation 100.05 ft Critical Slope 0.005492 IUft Velocity 3.48 IUs Velocity Head 0.19 ft Specific Energy 100.19 ft Froude Number 1.32 Flow Type Supercritical I Roughness Segments Start End Mannings Station Station Coefficient I 0+90 0+94 1+42 0+94 1+42 1+46 0.030 0.015 0.030 I Natural Channel Points I I I I Station (ft) 0+90 0+94 1+{)0 1+{)0 1+02 1+{)2 1+18 1+34 1+34 1+36 1+36 Elevation (ft) 100.20 100.12 100.00 99.50 99.63 99.66 99.98 99.63 99.66 99.50 100.00 1:6 I Project Engineer: RBF Consulting h:\...\calc\hydrology\f1owmaster\streets.fm2 RBF Consulting FlowMaster v6.1 [614k] 11/26/02 09:54:58 AM @Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 2 I I MAX Q TO CURB 8=0.010 Worksheet for Irregular Channel Natural Channel Points I Station (ft) 1+42 1+46 Elevation (ft) 100.12 100.20 I I I I I I I I I I I I I I I 7Jp I Project Engineer: RBF Consulting h:\...\calc\hydrology\flowmaster\streets.fm2" RBF Consufting FlowMaster v6.1 [614k] 11/26/02 09:54:58 AM @Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 2 of 2 I I Worksheet Worksheet for Curb Inlet In Sag I Project Description Worksheet Type Solve For Curb Inlet in Sag Curb Inlet In Sag Spread I Input Data Discharge Gutter Width Gutter Cross Slope Road Cross Slope Curb Opening Length Opening Height Curb Throat Type Local Depression Local Depression Width I I I 26.00 cis 2.00 It 0.060 ftllt (V:H) 0.020 ftllt (V:H) 14.00 It .____.w' "'L. 10.0 in Horizontal 4.0 in 4.00 It Results ; I Spread Throat Incline Angle Depth Gutter Depression Total Depression I 15.65 It 90.00 degrees 8.7 in 1.0 in 5.0 in I I I I I I I I I I h:\pdata\ 151 00627\calc\hydrology\627hyd. fm2 01/29/03 04:55:18 PM @ Haestad Methods, Inc. Robert Bein, William Frost & Associates 37 Brookside Road Waterbury, CT 06708 USA ( " ,"/.\ " '."';' --Pi 1- '"e~' f; L:::- 141 ..=.... ! b ("~( ,;SC' 2--1 Project Engineer: Ejaz Mohammad FlowMaster v6.0 [614bl (203) 755-1666 Page 1 of 1 I I Worksheet Worksheet for Curb Inlet In Sag I Project Description Worksheet Type Solve For Curb Inlet in Sag Curb Inlet In Sag Spread I Input Data Discharge Gutter Width Gutter Cross Slope Road Cross Slope Curb Opening Lenglh Opening Height Curb Throat Type Local Depression Local Depression Width I I I 20.00 cts ( 2.00 It 0.060 ft/It (V:H) 0.020 ft/It (V:H) 7.00 It 10.0 in Horizontal 4.0 in 4.00 It Results I Spread Throat Incline Angle . Deplh Gutter Depression Total Depression I 15.39 It 90.00 degrees 8.7 in 1.0 in 5.0 in I I I I I I I I I I h:\pdata\ 151 00627\calc\hydrology\627hyd. fm2 01/29/03 04:56:01 PM @Haestad Methods, Inc. L__ '---t; ,~' .-- 'J \ ", I' ..-........... ",,~. t ~l / /"') "- v l , '-'.~ ,~ ,t , .\ ;'1 '") L, . ~ \." 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I :~;~- Robert Bein, William Frost & Associates 37 Brookside Road Waterbury, CT 06708 USA ~ :-r" \ '- ill Z1S Project Engineer: Ejaz Mohammad FlowMaster v6.0 [614bl (203) 755-1666 Page 1 of 1 I I Worksheet Worksheet for Combination Inlet In Sag I Project Description Worksheet Type Solve For Ynez Rd Existing @STA 30+01.: Combination Inlet In Sag Spread I I Input Data Discharge Local Depression Local Depression Width Gutter Width Gutter Cross Slope Road Cross Slope Curb Opening Length Opening Height Curb Throat Type Grate Width Grate Length Grate Type Clogging I I I 52.00 cis 2.0 in 13.29 It 2.00 It 8.30 % 2.00 % 13.29 It 0.83 It Horizontal 2.00 It 13.29 It P-30 mm (P-1-1I8") 50.0 % &f1'~~'1cJ> Options I Calculation Option Use Both I Results I Spread Throat Incline Angle Oepth Gutter Depression Total Depression Open Grate Area Active Grate Weir Length I 7.97 It 90.00 degrees 0.59 It 1.5 in 3.5 in 8.0 ft2 15.29 It I I I I I I I h:\pdata\ 151 00627\calc\hydrology\627hyd. fm2 07/30/03 03:07:58 PM @ Haestad Methods, Inc. RBF Consulting 37 Brookside Road Waterbury, CT 06708 USA t V'\. YN<?~ AY z-o.. Project Engineer; Ejaz Mohammad FlowMaster v6.1 [614k] (203) 755-1666 Page 1 of 1 I I I I I I I I I I I I I I I I I I I I oo~t. 7 627LA T A3.0UT mDATE: 7/28/2003 TIME, 17,53 FOS15P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE CARD SECT om NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) 'l(5) Y(6) Y(7) 'l(S) Y(9J Y(ID) DROP CD CD CD CD " " 30 36 , , , . 1.50 2.00 2.50 3.00 [J] . . F 0 5 5 F PAGE NO WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - HARVESTON, PHASE 2. LAT A-3 HEADING LINE NO ;: IS - EJAZ MOHAMMAD, PE, 03/04/2003 HEADING LINE NO IS- DO . . F 0 5 1 5 P PAGE NO WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1007.25 107] .88 19 W 5 ELEV 1078.51 ELEMENT NO ;: I S A REACH D!5 DATA STATION INVERT SEcr 1011.08 1074.86 18 N 013 RAn IUS ANGLE lING PT MAN H 0.00 0.00 000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT 1031.96 1076.75 18 N 013 RAD I\JS ANGLE ANG PT MAN H 0.00 53.17 0.00 0 ELEMENT NO 4 I S A REACH U/S DATA STATION INVERT SECT 1087.601081.77 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 000 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT 1104.01 1083.26 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.0034.81 0.00 0 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-l LAT-2 N 1l07.381083.56 18 0 00.013 Q3 1.3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 0.01083.37 0.0067.50 0.00 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N 1122.94 1084.96 18 0.013 RADIUS ANGLE ANG PT MAN H 0.0045.00 0.00 0 ELEMENT NO 8 I S A REACH U/S DATA STATION INVERT SECT 1163.11 1088.59 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 000 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1163.11- 1088.59 18 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING H WARNING NO.2 U WATER SURFACE ELEVATION GIVEN IS LESS THA.,,* OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV'" DC !TILICENSEE: R.B.F. -!>ASSOC. SAN DIEGO F0515P PAGE . HARVESTON: PHASE 2, EJAZ MOHAMMAD, PE, WATER LAT 1;-3 03/04/2003 SURFACE PROFILE LISTING STATION INVERT ELEV DEPTI! OF FLOW W.S. ELEV Q VEL VEL ENERGY SUPER HEAD GRD.EL. ELEV HGT/ D" BASEl ID NO. CRITICAL DEFTI! ZL NO AVBPR PIER L/ELEM so SF AVE HF NORM DEPTH " "*"*""""""""""""""""..""....""""""*""""..""""""*""**",,,,,,,,,,"""..""*"**""*""*"..""..""....""........""""..............""*",,,,,,,,,,..*,,".".."..........*".."......**..*.... 1007.25 1073.88 4.6301078.510 u 1.47 0.034 1078 .544 0.00 0.6n 1.50 0.00 00 0.00 .83 0.25588 .000613 00 0.220 00 1011.08 1074.86 3.652 1078 .512 u 1.47 0.0341078.546 0.00 0.611 1.50 0.00 00 0.00 20.8B 0.09052 .000613 0.01 0.300 .00 1031.961076.75 1.7801078.530 2.6 1.47 0.0341078.564 0.00 0.611 1.50 0.00 00 0.00 3.13 0.09022 .000606 00 0.300 00 1035 09 1071.03 u 1.47 0.0341078.566 1.500 1078.532 0.00 0.611 1.50 0.00 .00 0.00 1.51 0.09022 .000568 0.00 0.300 00 1036.601077.17 u 1.3601078.529 1.54 0.0371078.566 0.00 0.611 1.50 0.000.00 0.00 .850.09022 .000555 0.00 0.300 0.00 ~o 1037 45 1077 .24 1.2801078.525 u 1.62 0.041 1078 .566 0.00 0.611 1.50 0.000.00 0.00 Page 1 of 4 L.-A r, A~3 I I 627LATA3.0UT 0.70 0.09022 0.00 I 1038.15 1077 .31 0.600.09022 1038.75 1077 .36 I 0.300.09022 1039.05 1077 39 HYDRAULIC JUMP I 1039.05 1077.39 34.570.09022 1073.6210BO.51 1.213 1078.522 1.1551078.518 1.1021078.492 .000600 0.00 '" 1.70 0.0451078.567 .000660 00 2.6 1.78 0.0491078567 .000734 0.00 '.6 1.87 0.0541078.546 0.300 107'-690 ~.653 1079 3<3 .079890 76 0.30010BO.809 '" 10.32 1.6531082.452 0.00 I 8730.09022 .075156 0.66 ~R a.F. & ASSOC. SAN DIEGO FOSlSP WATER SURFACE PROFILE LISTING HARVESTON, PHASE :2: LAT A-3 EJAZ MOHAMMAD, PE, 03/04/2003 I STATION so INVERT DEPTH ELEV OF FLOW W.S. 'LEV L/BLEM Q VEL VEL ENERGY SUPER CRITICAL HGT! BASEl HEAD GRD.EL. ELEV DEPTH DrA ID NO. ZR ZL NO AVBPR PIER 0.00 0.00 0.611 0.611 0.300 0.300 0.300 0.300 0.300 2.6 9.89 1.518 10B3.123 SF AVE HF NORM DEPTH 0.00 0.611 0.00 1.50 0.000.00 0.00 0.00 0.00 00 DDLICENSEE: . 0.00 0.611 0.00 1.50 0.000.00 ................................................................................................................................... I 1082351081.30 .250.09022 1087 60 1081. 77 I .780.09080 1090381082.02 .71 0.09080 I 1093.091082.27 080.09080 1095171082.46 1650.09080 I 1096.821082.61 340.09080 1098.161082.73 I 1.11 0.09080 1099271082.83 0.920.09080 I 1100.19 1082.91 77 0.09080 1100 96 1082.98 I 630.09080 1101.59 1083.04 0.3091081.605 0.320 1082.090 0.3281082.350 0.339 l082.608 0.3511082.808 0.363 1082.970 0.375 1083.104 0.388 1083.217 0.401 1083.31.4 0.4151083.398 0.430 1083.471 0540.09080 -l>R B.F. '- ASSOC. - SAN DIEGO HARVESTON: PHASE 2: EJAZ MOHAMMAD, FE, I STATION I so INVERT DEFTI! ELEV OF FLOW W.S. ELEV L/ELEM Q .066007 0,35 2.6 9.42 1.378 1083.468 0.611 0.00 0.611 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 NORM DEPTI! HGT/ BASE/ DIA 10 NO. 0.00 1.50 0.000.00 .00 0.00 00 0.00 0.00 0.000.00 0 0.00 00 1.50 1.50 0.000.00 .058537 0.16 2.6 9.09 1.2831083.633 0.00 0.00 0.611 0.00 1.50 0.00 0.00 0.00 0.00 00 0.00 0.00 00 0.00 00 0.00 0.00 00 OOLICENSEE: . .051980 14 2.6 8.67 1.166 1083.774 0.00 0.611 0.611 0.00 0.611 0.00 1.50 0.000.00 ZR ZL NO AVBPR PIER 1.50 0.000.00 .045450 09 2.6 8.25 1.0581083866 0.611 0.611 0.611 0.00 0.611 000 PAGE 2 1.50 0.00 w.w.ww........w.w........w.....w....www..ww.....................w..........................................w.................w..... 1102.13 1083.09 I 460.09080 1102 59 1083.13 0.360.09080 1102,951083.16 I 32 0.09080 l103.271083.19 0.00 ~\ I 0.445 1083.534 0.4601083.591 0.477 1083.641 0.493 1083.686 .039754 07 2.6 7.88 0.9641083.934 0.00 .034748 .05 2.6 7.51 0.877 1083.981 0.00 .030377 03 2.6 7.16 0.7971084014 0.00 .026565 02 2.6 6.82 0.723 1084.037 .023234 02 '.6 6.52 0.6591084057 .020343 0.01 2.6 21 0.598 1084,069 0.00 .017614 F0515P WATER SURFACE LAT A-3 03/04/2003 0.01 PROFILE LISTING VEL 0.00 0.611 0.611 SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH u 5.92 0.5451084.079 0.00 .015588 .01 2.6 5.64 0.4941084085 .013652 0.00 u 5.38 0.4501084091 .011957 00 u 5.13 0.40a 1084.094 Page 2 of 4 0.6:11 0.00 0.611 0.00 0.611 0.00 0.511 0.300 0.300 0.300 1.50 0.000.00 0.00 1.50 0.000.00 1.50 0.000.00 .00 1.50 0.000.00 1.50 0.000.00 1.50 0.00 00 0.00 1.50 0.000.00 0,00 1.50 .00 00 000 PAGE 3 1.50 0.00 00 0.00 1.50 0.000.00 0.00 1.50 0.00 .00 0.00 00 0.00 0.00 I I .010472 627LATA3.0UT 230.09080 0.00 I 1103 50 1083.21 0.200.09080 1103 70 1083.23 I 14 0.09080 1103.84 10B3.24 0.090.09080 I 1103. '13 1083.25 0.070.09080 1104.00 1083.26 I 010.09080 1104.01 1083.26 JONCT STR 0.08902 I no? .38 1083.56 15560.08997 -e>R B.F. & ASSOC. SAN DIEGO I STATION 0.511 1083.725 0.5291083.761 0.54810B3.792 0.568 1083.821 0.588 1083.847 0.611 1083.871 u 4: .89 0.371 1084 096 .009180 0.00 u 4.66 0.3371084.098 .008046 00 u 4.44 0.3071084.099 .007057 '-' 4.24 0.2791084100 .006190 00 '-' 4.04 0.2541084.101 .005416 0.00 2.6 3.85 0.2301084.101 0.208 1083.7" ~~" .090135 FOS15P WATER SURFACE HARVESTON, PHASE 2: LAT 1>.-3 EJAZ MOHAMMAD, PE, 03/04/2003 L/ELEM '0 INVERT DEPTH ELEV OF FLOW W.S. ELEV 1084.966 0.00 PROFILE LISTING Q VEL 0.00 0.00 40 0.00 0.611 0.300 0.300 0.300 0.300 0.300 0.300 0.200 NORM DEPTH HGTI BASEl DIA ID NO. 0.00 1.50 0.000.00 00 00 0.00 0.00 0.611 0.00 0.611 1.50 0.00 0.00 0.00 o 0.00 0.00 00 OOUCENSEE: . 0.00 0.611 0.00 0.611 0.00 1.50 0.000.00 " ZL NO AVBPR PIER 1.50 0.000.00 0.00 0.611 0.427 SF AVE "' VEL ENERGY SUPER CRITICAL HEAD GRD. EL. ELEV DEPTH 0.00 1.50 0.000.00 ........................................................................................................................................................................................................................**................*....................*.. I 1122.94 1084.96 16 50 0.09037 I 1139 44 1086.45 .07 0.09037 1147.511087.18 .970.09037 I 1151.48 1087.54 .530.09037 1154.01 1087.77 I 1.83 0.09037 1155 84 1087.93 1.39 0.09037 I 1157 23 1088.06 1.12 0.09037 1158.35 1088.16 I 0.890.09037 1159 24 1088.24 .73 0.09037 I 1159.97 1088.31 0.62 0.09037 1160 59 1088.36 0.2081085.168 0.211 1086.662 0.218 1087.398 0.2251087.764 233 1088.000 0.2411088.174 0.2491088.308 0.257 1088.417 0.2661088.506 0.2751088.581 0.2841088.646 1.3 8.78 1.198 1086.366 1.43 " I 0500.09037 .023186 0.01 -to R B. F. & ASSOC. SAN DIEGO FOSISP WATER SURFACE PROFILE LISTING RARVESTON, PHASE 2, LAT A-3 EJAZ MOHAMMAD, PE, 03/04/2003 I STATION L/ELEM so INVERT DEPTH ELEV OF FLOW W.S. ELEV I 1161 09 1088.41 0.43 0.09037 1161.52 1088.45 0.2941088.701 0.3041088.750 .086935 1.3 8.55 1.136 1087.798 0.00 0.427 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 1.3 5.31 0.437 1089.138 SF AVE HF NORM DEPTH 0.00 1.50 0.000.00 0.00 0.00 0.00 0.00 .00 0.00 .078414 0.63 1.3 8.18 1.0381088436 0.00 0.427 0.200 0.00 1.50 0.000.00 0.00 00 0.00 .00 o 0.00 .068426 1.3 7.78 0.941 1088.705 0.00 0.427 0.00 1.50 000.00 0.00 0.00 00 00 COLICENSEE: . .059755 15 1.3 7.43 0.8571088.857 0.00 0.427 000 PAGE 4 0.00 1.50 0.000.00 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl HEAD GRD.EL. ELEV DEPTH DIA 10 NO. ZR ZL NO AVBPR PIER Page 3 of4 0.00 0.427 .052229 0.10 1.3 7.07 0.715 1088.949 0.00 0.427 0.00 1.50 0.000.00 0.00 0.00 ~ I .045618 0.06 1.3 6.74 0.705 1089 013 .039815 0.04 1.3 6.44 0.6431089.060 .034770 0.03 1.3 6.13 0.5841089.090 .030388 0.02 1.3 5.86 0.532 1089.113 .026538 0.02 1.3 58 0.4831089.129 .020271 0.01 1.3 5.06 0.3971089.147 0.00 0.427 0.00 0.427 0.00 0.427 0.00 0.427 0.00 0.427 0.00 0.427 0.00 0.427 0.00 1.50 0.00 .00 0."00 1.50 0.00 0.00 1.50 0.000.00 1.50 0.000.00 0.00 1.50 0.00 0.00 1.50 0.000.00 0.00 1.50 0.000.00 1.50 .00 00 0.00 PAGE 5 1.50 0.00 00 0.00 1.50 0.000.00 I I 627LATA3.0UT 360.09037 0.00 I 1161 88 1088.48 0.290.09037 1162.17 10BB.51 I 0.25 0.09037 1162.42 108B.53 200.09037 I 1162.62 1088.55 .160.09037 1162.78 1088.56 I 130.09037 1162.91 10B8.57 0.090.09037 I 1163.00 10B8.58 0.070.09037 1163.07 10B8.59 030.09037 I 1163.10 10BB.59 0010.09037 ~R.B.F. &. ASSOC. ~ SAN OIEGO HARVESTON, PHASE :2, EJAZ MOHAMMAD, PE, I STATION 0.3141088.793 0.3251088.830 0.3361088.863 o . .3 4 7 1 08 8 . 8 ~13 0.3591088.919 0.371 1088.943 0.3841088.964 0.3971088.983 0.411 1089.000 L/ELEM so INVERT DEPTH ELEV OF FLOW W.S. ELEV I .017108 0.01 0.00 0.427 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 NORM DEPTH HGT/ BASE/ 0111. ID NO. 0.00 1.50 0.000.00 0.00 .00 00 0.00 l.J 4.83 0.3631089.156 0.00 0.427 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OOLICENSEE: . .015475 00 1.3 4.61 0.3301089160 0.00 0.427 1.50 0.00 ZR ZL NO AVBPR PIER 1.50 "'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''""""""''''''''''''''''''''''''''''''''''''''''''''''''*'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''......"...."',,"''''''''''''''''''''''''''''''''''''''''''' I I I I I I I I 0.4271089.017 . J / f"L V", ';7(', ")3 .013530 0.00 1.3 4.39 0.3001089163 0.427 0.00 0.427 ! / u'/'-) 0.00 1.50 0.000.00 0.000.00 0 0.0000 ?;,?? I .011821 00 1163.11 1088.59 '.3 4.19 0.27310B9.166 0.00 .010330 0.00 1.3 3.99 0.2471089.166 .009031 0_00 1.3 3.Bl 0.22610B9.169 .007998 0.00 1.3 3.63 0.20510B9.169 0.00 .00690B 0.00 1.3 3.46 0.186108!1.169 0.00 .006043 0.00 1.3 3.30 0.169 1089.169 0.00 .005269 FOS1SP WATER SURFACE !.AT A-3 03/04/2003 0.00 PROFILE LISTING 0.00 0.427 0.427 0.427 0.427 SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH Q VEL L3 3.14 0.153 1089.170 &:, '.. + t"-, 1.....'/ I ' . , '"'t" Ie ,-? ~, " -,". Page 4 of 4 0.00 0.427 I 0.00 1.50 0.000.00 0.00 1.50 0.00 0.00 0.00 1.50 0.000.00 0.00 1.50 0.000.00 0.00 1.50 0.00 0.00 o 00 PAGS 6 I I I I I I I I I I I I I I I I I I I I OO~7-7 627LATA4.0UT mDATE: 7/28/2003 TIME, 17 56 FOS1SP WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(;2) Y(3) Y(4) yeS) Y(6) Y(7) yes) Y(9) Y(lO) DROP CD CD CD CD " 24 30 36 , , , , 1.50 2.00 2.50 3.00 00 . . F 0 SSP PAGE NO WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - HARVESTQN, PHASE:>, LAT A-4 HEADING LINE NO 2 IS - EJAZ MOHAMMAD, PE, 03/04/2003 HEADING LINE NO IS- 00 . . F 0 5 1 5 P PAGE NO WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET 'J/s DATA STATION INVERT SECT 1002.201083.56 18 W S ELEV 1083.87 ELEMENT NO :> IS A REACH u/S DATA STATION INVERT SECT 1012.751084.48 18 N 013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT 1021.581085.25 18 N 0.013 RAe IUS ANGLE ANG PT MAN H 0.0022.49 0.00 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SEC"r 1050.54 1087.77 18 N 013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 000 0 ELEMENT NO 5 I S A REACH U/S DATA STATION INVERT SECT 1068.21 1089.31 18 N 0.013 RADIUS ANGLE ANG P'I' MAN H 0.0045.00 000 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 1069.501089.42 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 7 IS A SYSTEM HEADWORKS 13/5 DATA STATION INVERT SEC"r W 5 ELEV 1069.501089.42 18 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING H WARNING NO.2 H WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKD5, W.5.ELEV INV + DC mLICENSEE; R.B.F. .. -i> ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING HARVESTON: PHASE 2: LAT A-4 EJAZ MOHAMMAD. PE, 03/04/2003 . STATION INVERT DEPTH ELEV OF FLOW W.5. ELEV Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD. EL. ELEV DEPTH HGT / BASE/ DIA LD NO. ZL NO AVBPR PIER L/ELEM so SF AVE HF NORM DEPTH ZR ...............................................................................................................................w.** 1002.20 c"~ ~m .087781 .00 1083.56 0.209 1083.769 1084951 0.00 0.427 1.50 0.00 00 0.00 10.55 0.08no 0.93 0.200 1012.75 1084.48 0.2091084.6a9 8.12 1.182 10a5 871 0.00 0.427 1.50 0.00 .00 0.00 a .a3 0.08720 .087781 78 0.200 .00 10215810a5.25 0.2091085.459 1.3 8.72 1.1821086.641 0.00 0.427 1.50 0.00 .00 0.00 12.790.08702 .087064 1.11 0.200 .00 1034.371086.36 0.2091086.572 1.3 a .67 1.166 1087 738 0.00 0.427 1.50 0.00 00 0.00 16.17 0.08702 .oa0953 .31 0.200 00 1050.541087.77 0.217 1087.987 1.3 8.23 1.0511089038 0.00 0.427 1.50 0.000.00 0.00 2.33 0.08715 .073864 17 0.200 00 1052.871087.97 0.2191088.192 1.3 8.12 1.025 1089 217 0.00 0.427 1.50 0.00 00 0.00 4.40 0.08715 .067558 0.30 0.200 00 1057271088.36 0.226 1088.583 1.3 7.74 0.9]0 10a9 513 0.00 0.427 1.50 0.000.00 0.00 2. n 0.08715 .058991. 16 0.200 00 1059991088.59 ~ 0.2341088.828 1.3 7.39 0.847 1089675 0.00 0.427 1.50 0.000.00 0.00 LAr: Page 1012 IJ- 4- I I 627LA T A4.0UT I 1.96 0.08715 0.00 1061951088.77 .45 0.08715 1063.401088.89 I 1.16 0.08715 1064.561088.99 0.2411089.006 0.250 1089.141 0.2581089.250 .051487 0.10 1.3 7.03 Q.767 1089.773 .044956 0.07 L3 6.70 0.6971089.838 .039295 0.05 1.3 .40 0.6371089.887 0.00 I 0.930.08715 .034313 0.03 ~R.B.F. & ASSOC. ~ SAN DIEGO FOS15P WATER SURFACE PROFILE LISTING HARVESTON, PHASE 2, LAT A-4 EJAZ MOHAMMAD, PE, 03/04/2003 STATION I so INVERT DEPTH ELEV OF FLOW 1'1.5. 'LEV L/ELEM Q VEL 0.00 0.00 0.427 0.427 0.427 SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD. EL. ELEV DEPTH 0.200 NORM DEPTH 0.200 0.200 0.200 HGTI BASE/ DIA ID NO. 0.00 1.50 0.00 00 .00 0.00 00 00 0.00 1.50 0.000.00 OJLICENSEE: . 1.50 00 ZR ZL NO AVBPR PIER 1.50 0.000.00 000 PAGE 2 ............."..."..**...*...............................".............''''.''.''''*****''''******''''*****************************************..****....****."" 1065.4910B9.07 I 0.76 0.OB715 1066.251089.14 0.63 0.08715 I 1066.88 1089.19 0.52 0.08715 1067.401089.24 I 44 0.08715 1067841089.28 0.37 0.08715 I 1068.21 1089.31 0.290.08527 1068.501089.33 I .260.08527 1068.761089.36 220.08527 1068.98 1089.38 I 0.17 0.08527 1069151089.39 0.140.08527 I 1069291089.40 o 10 0.08527 ~R.B.F. &. ASSOC. SAN DIEGO HARVESTON, PHASE 2, EJAZ MOHAMMAD, PE, I STATION 0.2671089.340 0.276 1089.415 0.2851089.479 0.2951089.535 0.3051089.583 0.315 1089.625 0.3251089.659 0.3361089.693 0.347 10B9. 723 0.3591089.749 0.371 1089.773 I L/ELEM so INVERT DEPTH ELEV OF FLOW W.S. 'LEV 1.3 6.10 0.5781089.918 0.00 0.00 0.00 0.00 0.00 0.00 CRITICAL DEPTH 0.427 0.427 0.427 0.427 0.427 0.427 0.427 0.427 0.427 0.427 0.427 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 NORM DEPTH HGT/ PIA 1.50 0.00 0.00 00 00 0.00 .029986 0.02 1.3 5.83 0.5281089.943 1.50 0.000.00 00 0.00 0.00 00 00 0.00 .026185 0.02 0.00 1.50 0.000.00 0.00 0.00 00 0.00 1.3 5.56 0.4791089.958 1.50 0.00 00 0.00 0.00 00 00 mLICENSEE: . .022876 0.01 1.3 5.2B 0.4341089.969 0.00 0.00 1.50 0.000.00 NO AVBPR PIER **..**************.*..**..*..*...*....*********..**********.*.**.....*...**.*****..***..*..********.****.*.*****..*...***********....********* 1069391089.41 0.070.08527 I 1069.45 1089.42 .03 0.08527 1069.491089.42 I .01 0.08527 1069501089.42 I LAl 5 fLy! I 0.3841089.794 0.397 1089.813 0.411 1089.830 0.4271089.847 :;;. { .01999B 0.01 1.3 5.04 0.394 1089.977 0.00 .017475 0.01 1.3 4.81 0.3601089.985 0.00 .015370 0.00 1.3 4.61 0.3301089989 0.00 .013530 00 1.3 4.39 0.3001089993 .011821 00 1.3 0.273 1089996 4.19 .010330 0.00 1.3 3.99 0.247 1089.996 .009031 0.00 1.3 81 0.226 1089.999 0.00 .007898 FOS1SP WATER SURFACE LAT A-4 03/04/2003 00 PROFILE LISTING o VEL VEL HEAD ENERGY SUPER GRD . EL . ELEV SF AVE HF 1.3 3.63 0.205 10B9999 .006908 0.00 1.3 3.46 0.1861089999 0.00 .006043 00 1.3 3.30 0.1691089999 0.00 .005269 0.00 1.3 3.14 0.1531090.000 0.00 p ; L (i 'I' t I- t: ,'I t Page 2 012 0.00 - ~. - 0.427 0.427 0.427 0.427 0.200 0.200 0.200 ) ..J _1 . ~ "1.... ."\ /) (), ,. ~if-) Q 0.00 1.50 0.000.00 0.00 1.50 0.00 1.50 0.000.00 0.00 1.50 0.00 00 1.50 0.000.00 0.00 PAGE 3 BASEl ZL ID NO. 'R 1.50 0.00 1.50 0.00 1.50 0.00 0.00 1.50 0.000.00 P) v 11~ I \- ;". ;"'\ t/ -~ .... j ..."c"' 00 0.00 00 00 0.00 00 00 0.00 0.0000 ./ ,?v I I 6271inej.OUT I o DATE: 7/28/2003 TIME; 17, 4. I CARD SECT CHN CODE NO TYPE NO OF AVE PIER HEIGHT:1 BASE PIERS WIDTH DIAMETER WIDTH IN\' Y(l) DROP " F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING Y(4) 'L ,. CD 18 4 CD 24 4. CD 30 4 CD 36 4. 1.50 2.00 2.50 3.00 I F 0 5 1 5 P WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS ~ I RARVESTON, PHASE :2, LINE J HEADING LINE NO 2 IS EJAZ MOHAMMAD, PE HEADING LINE NO 3 IS - I FO 515 P WATER SURFACE PROFILE ELEMENT CARD LISTING I ELEMENT NO 1 IS A SYSTEM OUTLET uls DATA STATION INVERT SEC"I' 1000.001081.00 30 ELEMENT NO I S A REACH U!S DATA STATION INVERT SECT 1007.921081.14 30 N 0.013 I ELEMENT NO 3 IS 11. REACH u/S DATA STATION INVERT SECT 1043.691081.79 30 N 0.013 I ELEMENT NO 4. IS A REAC1! u/S DATA STATION INVERT SECT 1506.801090.00 30 N 0.013 ELEMENT NO 5 IS 11. REACH ulS DATA STATION INVERT SECT 1556.051090.87 30 N 0.013 I ELEMENT NO 6 IS A REACH ulS DATA STATION INVERT SECT 1591.401091.50 30 N .013 I ELEMENT NO 7 I S A REACH uls DATA STATION INVERT SECT 1638.04 1091.71 30 N .013 ELEMENT NO S IS A REACH vis DATA STATION INVERT SECT 1676.971091.88 30 N 0.013 Y(2) Y(5) I 60C.P:2 1 PAGE Y(6) Y(7) Y(8) Y(9) Y(10J Y(3) o PAGE NO W S ELEV 1083.50 PAGE NO RAD WS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.0091.10 000 0 RADIUS ANGLE ANG PT MAN H 0.0016.50 000 1 RADIUS ANGLE ANG PT MAN H 0.00 0.00 000 0 RADIUS ANGLE ANG PT MAN H 0.0090.00 000 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 5.90 0.00 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS ulS DATA STATION INVERT SECT W S ELEV 1676.971091.88 30 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING H WARNING NO.2 U _ WATER SURFACE ELEVATION GIVEN IS LESS THAN OR E:QUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC 0 LICENSEE, R.B.F. & ASSOC. _ SAN DIEGO F0515? PAGE WATER SURFACE PROFILE LISTING HARVESTON: PHASE 2, LINE P EJAZ MOHAMMAD, PE I I L/ELEM so SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH NORM DEPTH STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV Q VEL I HGTI BASEl DIA In NO. ZL NO AVBPR PIER ,. ********************************************************************************************************************.************** 2.321 1084.925 1000.001081.00 1.6041082.604 40.7 12.23 I 7.92 0.01768 .017858 14 1007.92 1081.14 1.6041082.744 40.7 12.23 2.324 1085.068 35770.01817 .017771 0.64 I 1043.69 1081.79 1083.400 40.7 12.18 1085703 2.303 1.610 327 82 0.01773 .017673 . " 1091.515 1371 51 .~ 1087.60 1.6l0 1089.212 40. '7 12.18 2.303 ~ .016710 2.26 135.29 0.01'7'73 I 1506.801090.00 1.677 1091.677 40.7 11.63 2.099 1093 776 14 .98 0.01767 .015508 .23 1521.78 1090.27 1.695 1091.960 40.7 11.48 2.047109400'7 0.00 2.144 2.50 0.000.00 0.00 0.00 2.50 0.00 00 0.00 1.610 0.00 2.144 .00 2.50 0.00 0.00 1.593 0.00 2.144 00 00 2.50 0.00 0.00 1.610 0.00 2.144 0.00 0.00 2.50 0.000.00 0.00 1.610 0.00 2. .144 .00 ~ 1.610 0.00 2.144 I LI'../ (:.- ,J Page 1 of 2 2.50 0.000.00 0.00 I I 6271inej.OUT 34.270.01767 I 1556.051090.87 16.64 0.01782 I 1572.69 1091.17 10.94 0.01782 1583.63 1091.36 I 910.01782 158954 1091.47 86 0.01782 I 1591401091.50 4.730.00450 LICENSEE, R.B.F. &. ASSOC. I STATION 1.771 1092.641 1.844 1093.011 1.932 1093.294 2.0301093.497 2.l4.41093.644 SAN DIEGO 40.7 40.7 40.7 10.00 40.7 40.7 WATER HARVESTON: PHASE 2, LINE P EJAZ MOHAMMAD, PE L/ELEM so INVERT DEPTH ELEV OF FLOW W.S. EL'" Q .014446 SO 10.95 1.8611094.502 0.00 2.144 2.144 2.144 2.144 2.144 NORM DEPTH 1.610 1.604 1.604 1.604 1.504 2.500 HGTI OIA 2.50 2.50 2.50 2.50 2.50 BASEl ID NO. 0.000.00 0.000.00 0.00 0.00 0.00 0.00 0.00 .00 .00 .00 0.00 0.00 0.00 ZL ZR 0.00 0.00 00 0.00 0.00 0.00 o PAGE :2 NO AVBPR PIER **************".."*****"""**".**...........,,......*,,.**......,...............,,*.............................................................. I 1596.13 1091.52 2628 0.00450 I 11'>22 41 1091.64 1563 0.00450 1638.04 1091.71 38.93 0.00437 I 167697 1091.88 I I I I I I I I 2.2811093.802 2.5001094.140 2.5841094.294 2.8511094.731 VJ 5-6 ; I.....vJ , ' 40.7 40.7 40.7 40.7 -. .012965 .2J 2.144 2.144 2.144 2.144 o 2.500 2.500 2.500 '2:x /, 2.50 2.50 2.50 2.50 0.00 0.00 00 0.00 .00 0.00000 \.i 0.00 7 00 0.00 00 0.00 0.00 00 0.000 I .01 10.48 1.707 1094.718 0.00 .011685 13 1.5511094.845 0.00 .010534 0.06 9.53 1.411 1094.908 0.00 .009581 0.02 9.08 1.2811094.925 0.00 .008867 0.04 FOS15P SURFACE PROFILE LISTING VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE He 8.66 1.1651094967 0.00 .009130 0.24 8.29 1.0671095.207 0.00 .009763 15 8.29 1.0671095361 0.00 .009846 38 8.29 1.0671095798 0.00 ,0 10'1 778 + /09'6.'::,:;1 Page 2 of2 I I I I I I I I I I I I I I I I I I I 627L1NM2.0UT [JJDATE: 7130/2003 TIME, 12,)7 FOSlSP WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE CARD SEer CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV 'ill) 'i(2) Y(3) Y(4) Y(S) Y(6) Y(7) Y(8) Y(9) ,{{IO) DROP CD CD CD CD 18 " 30 36 1.50 2.00 2.50 3.00 , , , 4 m . . FO 5 15 P PAGE NO WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - HARVESTON, PHASE :.I, LINE M-2 HEADING LINE NO :.I IS - EJAZ MOHAMMAD, PE, 03/04/2003 HEADING LINE NO 3 IS - . Q TAKEN FROM WSPG RUN FOR PHASE I LlNE-M=S. 7 CPS F 0 5 1 5 P PAGE NO . m WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1. IS A SYSTEM OUTLET U/s DATA STATION INVERT SECT 1000.001087.10 18 W 5 ELEV 1088.60 ELEMENT NO :2 I S A REACH U/S DATA STATION INVERT SECT 1083.181088.90 18 N 0.013 RAn IUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT lro 3 IS A REACH u/s DATA STATION INVERT SECT 1118.52 1089.66 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.0089.99 0.00 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT 1872.09 1105.02 18 N 0.013 RAD IUS ANGLE ANG PT MAN H 0.00 0.00 0.00 2 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT 1945.36 1105.38 18 N (1.013 RAD IUS ANGLE ANG PT MAN H 0.00 0.00 000 1 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 1982.21 1105.56 18 N .013 RADIUS ANGLE ANG PT MAN H 0.0093.84 000 0 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT 2025.501105.68 18 N OB RJ\1lIUS ANGLE ANG PT MAN H 0.00 1.87 0 00 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 2025.50 1105.68 18 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING U WARNING NO.2 ** WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV t DC OJLICENSEE: R.B.F. & -to ASSOC. - SAN DIEGO F0515P PAGE WATER SURFACE PROFILE LISTING HARVESTON: PHASE 2: LINE M-2 EJAZ MOIiAMMAD, PE, 03/04/2003 Q TAKEN FROM WSPG RUN FOR PHASE LINE M"S. 7 CFS . STATION HOT/ BASE/ DIA ID NO. INVERT DEPTH ELEV OF FLOW W.S. ELEV Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH ZL NO AVBPR PIER L/ELEM SQ SF AVE HF NORM DEPTH ZR *************************************************************......**************************...**............*..*..*.***...******* 1000001087.10 3.23 0.1621088.762 1.500108S.600 u 0.00 0.921 1.50 0.00 00 0.00 000.02164 .002913 0.00 0.630 00 1000001087.10 1.500108S.600 5.7 3.23 0.1621088.762 0.00 0.921 1.50 0.000.00 0.00 6.490.02164 .002727 0.02 0.630 0.00 1006.491087.24 1.3601088.600 5.7 3.38 0.178 1088.778 0.00 0.921 1.50 0.000.00 0.00 060.02164 .002665 .01 0.630 0.00 1008.5510S7.29 5.7 J.55 0.196 1088.761 0.00 1.:.<801088.565 0.921 1.50 0.00 00 0.00 HYDRAULIC JUMP .00 ~1.0181088933 .021513 .61 0.00 100S 55 10S7.29 0.630 1087.915 0.00 0.921 1.50 0.00 .00 0.00 74.63 0.02164 0.630 1083.18 10S8.90 5.7 8.04 1.0041090.537 0.00 0.6331089.533 0.921 1.50 0.00 00 0.00 35 34 0.0:2150 .020914 0.74 0.630 00 111S.52 1089.66 ~ 5.7 7.93 0.9761091.276 0.6401090.300 0.00 0.921 1.50 0.000.00 0.00 Page 1 of2 L--Irl/C IY)_ 'Z... .0137f!5 0.09 SAN DIEGO FOS15P WATER SURFACE PROFILE LISTING HARVESTON, PHASE 2, LINE M-2 EJAZ MOHAMMAD, PE, 03/04/2003 Q TAKEN FROM WSPG RUN FOR PHASE LINE-M..5. 7 CFS I I 63f!.07 0.0,4038 I 1756.59 1102.67 63.55 0.02038 1820.14 1103.96 I 23.43 0.02038 1843.57 1104.44 10.850.0203f! I 1854.42 1104.66 6.390.02038 -!>R.B.F. '" ASSOC. I STATION INVERT 'LEV I L/ELEM so ..................................................................................................**................**......................*............*......*..**********..**................**......**..*................*..***..** 0.00 1860.81 1104.79 4.360.0203f! I 1865.17 1104.88 .800.02038 1867 97 1104.94 I .01 0.02038 1869 98 1l04.9c8 .270.02038 I 1871 25 1105.00 0.6f! 0.02038 187193 1105.02 .16 0.02038 I 1872 .09 1105.02 .24 0.00491 I 1875 33 1l05.04 ~5230.00491 1900 56 1105.16 44800.00491 I 19c45 36 1105.38 36.85 0.00488 1982.21 1105.56 0.640 1103.306 fLv,,,e J. (;7 627L1NM2.0UT .020518 13.09 7.09:61104.2820.00 .019751 1.26 5.7 0.921 1105.536 7.70 .017832 0.42 5.7 7.35 0.838 1105.955 0.654 1104.615 0.678 1105.117 0.103 1105.363 DEPTH OF FLOW W.S. ELEV .015671 0.17 5.7 7.00 0.761 1106.124 0.730 1105.520 0.757 1105.636 0.787 1105.723 0.817 1105.794 0.849 1105.852 0.883 1105.900 0.921 1105.9c41 0.959 1105.9c95 0.9901106.150 o .9c90 1106.370 0.990 1106.550 Q VEL 0.921 0.00 0.921 0.00 0.921 0.00 0.921 SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD. EL. ELEV DEPTH 5.7 6.67 0.692 1106 212 .012132 0.05 5.7 6.37 0.630 1106.266 .010686 0.03 5.7 6.07 0.572 1106.295 0.00 .009423 0.02 5.7 5.79 0.520 1106.314 .008311 .01 5.7 5.52 0.473 1106 325 .007340 00 5.7 5.26 0.4301106330 .006485 00 5.7 5.01 0.390 1106 331 .005737 002 5.7 4.78 0.354 1106.349 --:-005158 0.13 ~0.3301106480 .004924 0.22 5.7 4.61 0.330 1106 700 .004928 0.18 5.7 .61 0.330 1106.880 I 6.450.00277 .004655 0.03 -!>R.B.F. &, ASSOC. SAN DIEGO F0515P WATER SURFACE PROFILE LISTING HARVESTON, PHASE 2, LINE M-2 EJAZ MOHAMMAD, PE, 03/04/2003 Q TAKEN FROM WSPG RUN FOR PHASE I LINE-M=5. 7 CFS I STATION so INVERT DEPTH ELEV OF FLOW W.S. ELEV L/ELEM Q VEL VEL ENERGY SUPER CRITICAL HGTI HEAD GRD.EL. ELEV DEPTH DIA 0.00 0.921 0.640 0.640 0.640 0.640 0.640 NORM DEPTH 0.640 0.640 0.640 0.640 0.640 0.640 0.990 0.990 0.990 0.990 1.270 5.7 4.39 0.299 1106 909 SF AVE HI" NORM DEPTH 0.00 0.921 HOT/ D1A 0.00 1.50 0.00 0.00 0.00 00 00 0.00 0.921 0.00 0.921 1.50 0.00 0.00 .00 0.00 mLICENSEE: . 0.00 0.921 0.00 1.50 0.00 00 NO AVBPR PIER 0.00 0.00 00 0.00 0.00 0.00 00 0.00 0.00 0.921 1.50 0.000.00 00 00 0.00 0.00 0.921 000 PAGE 2 BASE/ ZL ID NO. ,. 1.50 0.000.00 00 0.00 00 0.00 00 [lJLICENSEE: . 0.00 0.921 0.00 1.50 0.000.00 ,. ZL NO AVBPR PIER 1.50 0.00 .00 0.00 0.921 0.00 1.50 0.00 .00 ***..*............*..***..****~******..*.~..~~~~********7..~*..**....*......*......**..****....***........~~....*..*....~................~..............*.........*...***..**..***~~**....*.. 1.123-' ;~'O~~~~ \~ "' ~~- >'0 M f AU I 1988.66 1105.58 14 .35 0.00277 2003.01 1105.62 I 22 .49 0.00277 202550 1105.68 I I 1.032 1106.610 1.079 1106.697 .004149 06 5.7 4.19 0.272 1106969 .003737 0. 5.' 402 0.251 1107.054 0.00 L;rt G - fY) 0.00 0.921 1.270 1.270 1.50 0.000.00 0.00 00 0.00 0.00 0.921 0.00 1.50 0.000.00 o.oom 6 ""\ .r Ht"L e JTA , o. I ~ '-"'~ 1/ +74 ~ f,vb "If .',\, I (dC,l;f ~ T) 2.40H 1,^(lh !'Gr:,. It'" bVJCI.. Page 2 of2 0.00 0.921 0.00 0.921 0.921 ~, _"~A 0.00 1.50 0.000.00 .00 1.50 0.00 1.50 0.00 1.50 0.00 .00 1.50 0.00 .00 0.00 1.50 000.00 0.00 PAGE 3 eASEl In NO. .00 1.50 0.00 .00 1.50 0.00000 I I I I I I I I I I I I I I I I I I I 627L1NEN.OUT OCDATE: 7/29/2003 T~ME: 16 32 WATER SURFACE PROFILE FOS15P CHANNEL DEFINITION LISTING PAGE CARD SECT CHN CODE NO TYPE NO OF AVE PIER HEIGHT 1 BASE ZL ZR PIERS WIDTH DIAMETER WIDTH INV Y(l) Y(:2) 'i(3) Y(4) DROP y(S) Y(5} 'i(7) 'i(S) 'l(9) '{(to) CD CD CD CD " " 30 36 1.50 2.00 ;1.50 3.00 , , , 4 ClJ . . F 0 SSP PAGE NO WATER SURFACE PROFILE TITLE CARD LISTING H&ADING LINE NO 1 IS - HARVESTON: PHASE 2: LINE N HEADING LINE NO 2 IS - EJAZ MOHAMMAD, PE HEADING LINE NO 3 IS - ClJ . . F 0 5 1 5 P PAGE NO WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1004.95 1065.91 18 W S ELEV 1073 .20 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 1006.181066.01 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 I S A REACH o/s DATA STATION INVERT SECT 1021.891066.63 18 N 013 RADIUS ANGLE ANG PT MAN H 0.00 5.00 000 0 ELEMENT NO 4 1 S A REACH U!S DATA STATION INVERT SECT U84.73 1073.03 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 31. 73 0.00 0 ELEMENT NO 5 IS A REACH U!S DATA STATION INVERT SECT 1231.491074.87 18 N .013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 6 IS A REACH U!S DATA STATION INVERT SECT 1266.461075.22 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.0089.05 000 0 ELEMENT NO 7 IS A REACH U!S DATA STATION INVERT SECT 1301.421075.57 18 N 013 RAD IUS ANGLE ANG PT MAN H 0.00 1.86 000 0 ELEMENT NO 8 IS A JUNCTION O!S DATA STATION INVERT SECT LAT-l LAT-2 N 1305.28 1075.61 18 18 0 014 Q; u Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 0.01075.58 0.0050.00 0.00 ELEMENT NO 9 IS A REACH U!S DATA STATION INVERT SECT 1338.39 1075.94 18 N 013 RADIUS ANGLE ANG 1'T MAN H 0.0091.34 0.00 0 ELEMENT NO 10 IS A REACH U!S DATA STATION INVERT SECT 1350.30 1076.06 18 N .013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 11 IS A SYSTEM HEADWORKS U!S DATA STATION INVERT SECT W S ELEV 1350.301076.06 18 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO.2 ** WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV"" INV + DC aJLICENSEE: R.B.F. ""ASSOC. - SAN DIEGO 1'05151' PAGE 1 WATER SURFACE PROFILE LISTING liARVESTON, PHASE 2: LINE N EJAZ MOHAMMAD. FE . STATION INVERT DEPTH ELEV OF PLOW W.S. ELEV Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPYri HGT! D1> BASE! In NO. ZL NO AVBFR PIER L!ELEM EO SF AVE HE NORM DEFTI! ZR *.......***...*.*............*....**.***.....**..*.....*...........*.........*..*.......**.....***********..*........**.**.***.**** 1004 95 1065.9'1 85.77 0.00 7.2901073.200 0.517 1073.717 0.00 1.230 1.50 0,000.00 .23 0.08130 .009429 .01 0.600 .00 100618 1066,01 7.202 1073.212 10.2 5.77 0.517 1073.729 0.00 1.230 1.50 0.000.00 0.00 15 71 0.03947 .009429 15 0.740 .00 1021.891066,63 5.77 0.517 1073.901 6.754 1073.384 10.2 0.00 1.230 1.50 0.00 00 0.00 162.840.03930 .009429 1.54 .740 0.00 1184 73 1073.03 0.00 AP 1.9511074.981 10.2 5.77 0.517 1075 498 1.230 0.00 1.50 0.00 .00 Page 1 of 2 I l.rl f ,r../ I I .009429 627L1NEN.OUT '1.37 0.03935 0.00 I 1189.10 1073 .20 HYDRAULIC JUMP 1189 10 1073.20 I 03 0.03935 1198.13 1073.56 9.84 0.03935 I 1207.971073.94 6.80 0.03935 1214.77 1074.21 4.970.03935 I 1219.74 1074.41 3.74 0.03935 1223.48 1074.56 I 1.825 1075.027 10.2 5.77 0.517 1075.544 ~ (10.2 lO.V 0.04 0.27 2.84 0.03935 .016598 0.05 -1>R.B.F. & ASSOC. - SAN DIEGO POS15P WATER SURFACE PROFILE LISTING HARVESTON, PHASE 2, LINE N EJAZ MOflAMMAD, FE I STATION 0.787 1073.989 0.613 1074.370 0.8451074.789 0.8791075.091 0.915 1075.323 0.953 1075.508 L/ELEM so INVERT DEPTH ELEV OF FLOW W.S. ELEV 1.832 1075.821 0.00 1.230 0.740 0.740 0.740 0.740 0.740 0.740 NORM DEPTH 0.740 HGT/ BASE/ DIA ID NO. 1.50 1.50 1.50 1.50 1.50 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 1.50 0.00 0.00 0.00 0.00 (]JLICENSEE: . .030401 27 10.2 10.42 1.6861076056 0.00 0.00 1.230 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.00 0.000.00 000 PAGE 2 ZR ZL NO AVBPR PIER ...............*..............................**..*....*.*........*......************..**.......................................... I 1226.32 1074.67 2.12 0.03935 1228.44 1074.75 I 1.510.03935 1229951074.81 1 00 0.03935 I 1230951074.85 0.54 0.03935 1231491074.87 I 3497 0.01001 126646 1075.22 24.11 0.01001 I 1290 57 1075.46 10115 0.01001 1301.42 1075.57 JUNCT STR 0.01036 I 1305.28 1075.6"1 33.11 0.00997 1338.39 1075.94 I 11 91 0.01008 1350 30 1076.06 I I I 0.9931075.660 1.0361075.786 1.0831075.892 1.134 1075.983 1.1901076.060 1.1901076.410 1.1901076.651 1.794 1077.734 1.704 1077.764 11/'; ~ -"'1$ . rC.\.",,,^1' - ,- - .027034 10.2 9.93 1.5321076.321 0.00 11 os I 1.230 1.230 1.230 0.00 1.230 0.740 0.740 0.740 0.740 1.190 1.190 1.190 0.750 0.750 x. i'1 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 0.00 00 0.00 0.00 0.000.00 0.00 00 0,00 0.00 0.00 0.00 00 0.00 0.00 0.00 00 0.00 .023880 016 10.2 9.47 1.393 10764114 0.00 0.00 1.230 0.00 0.00 0.00 00 0.00 00 0.00 00 0.00 .021123 0.10 SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD. EL. ELEV DEPTH 0.00 0.00 .00 0.00 00 0.00 0.00 0.00 00 0.00 1.2301076.800 10.2 6.58 0.672 ~..:I lA~'\"\~;,., .'a01l6939 .,- ,,,ff. 2.01.2 (10n.622 j /~ 5.3 3.00 .140 ~ .002546 10.2 9.03 1.2651076588 0.00 1.230 0.00 0.00 .00 0.00 00 0.0000 .018711 07 10.2 51 1.1501076.658 0.00 1.230 A.\ I Q VEL 10.2 8.21 1.0461076706 .014752 003 10.2 7.113 0.9521076738 .013151 0.02 10.2 7.46 0.8651076757 .011769 0.01 10.2 7.12 0.7871076.770 .010582 .01 10.2 6.79 0.715 1076 n5 .010034 35 10.2 6.79 0.715 10n .125 .010034 0.24 10.2 6.79 10n .366 0.715 .009728 1077.472 0.03 1077762 5.3 3.00 0.140 1077 874 .002546 03 5.3 3.00 0.1401077.904 /077. '}C;1' /D17 9,> Page 2 012 0.00 1.230 0.00 1.230 0.00 1.230 0.00 1.230 0.00 1.230 0.00 1.230 0.00 0.8B7 0.00 0.B87 0.00 0.887 () , L_ I I I I I I I I I I I I I I I I I I I 627LA TN1.0UT OJDATE: 7/30/2003 TIME, 11: 6 FOS15P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE CARD SECT om NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WID'l1I DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(S) Y(G) Y(?) Y(S) y(g) 'i(IC) DROP CD CD CD CD 1.50 2.00 2.50 3.00 . 18 " 30 36 . . . . CD . F 0 SSP PAGE NO WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - HARVESTON, PHASE 2: LAT N-l HEADING LINE NO 2 IS - EJAZ MOHAMMAD, PE, 03/04/2003 HEADING LINE NO IS- DO . . F 051 P PAGE NO WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 I S A SYSTEM OUTLET U!S DATA STATION INVERT SECT 1002.861075.53 18 iii 5 ELEV 1071.62 ELEMENT NO 2 IS A REACH U!S DATA STATION INVERT SECT 1022.821078.00 18 N 0.013 RAD IUS ANGLE ANG PT MAN H 0.00 0.00 000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT iii 5 ELEV 1022.821078.00 18 0.00 NO EDIT BRRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING H WARNING NO.2 H WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV ~ UN + DC DOLICENSEE: R.B.F. & 'fI ASSOC. SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING HARVESTON, PHASE 2, IJ\T N-l EJAZ MOHAMMAD, PE, 03/04/2003 . STATION VEL HGT / BASEl DIll. ID NO. ZL NO AVBPR PIER VEL ENERGY SUPER CRITICAL HEAD GRD. EL. ELEV DEPTH W.S. ELEV Q INVERT DEPTH ELEV OF FLOW L/ELEM SF AVE ZR HF NORM DEPTH so ........................................................................................*.****...**...**....**.*............."''''.... 1002.861075.53 <.9 0.00 2.77 0.119 1077.739 0.00 0.851 1.50 0.000.00 2.0901077.620 4.44 0.12375 .002176 00 01 0.370 1007.301076.08 1.559 1077 .639 2.77 0.00 0.1191077.758 0.00 0.851 1.50 0.00 00 <.9 HYDRAULIC JUMP 00 1007.301076.08 <.9 0.00 11.75 2.1441078.653 0.00 0.851 1.50 0.00 00 0.4291076.509 2.010.12375 .053936 13 o 11 1~ 1.943 1078.716 .055823 0.13 0.00 0.370 0.00 1.50 0.000.00 0.00 1009311076.33 0.444 1076.773 0.851 0.00 0.370 2.380.12375 1011 69 1076.62 '.9 0.00 1065 1.7621078844 0.00 0.851 1.50 0.000.00 0.459 1077.082 1.92 0.12375 .048889 0.09 00 0.370 1013.611075.86 0.4761077.336 4.9 10.17 0.00 1.605 1078 .941 0.00 0.851 1.50 0.000.00 1.600.12375 .042825 0.07 00 0.370 1015 21 1077.06 <.9 9.70 1.462 1079 013 0.851 1.50 0.00 00 0.00 0.00 0.492 1077.551 133 0.12375 .037508 0.05 0.370 0.00 1016 54 1077 .22 '.9 0.851 0.00 1.50 0.00 00 9.25 1.3271079060 0.00 0.510 1077.733 13 0.12375 .032880 0.04 00 0.370 1017.671077.36 0.528 1077 .891 8.81 0.00 1.206 1079097 0.00 0.851 1.50 0.000.00 '.9 0.960.12375 .028820 03 .00 0.370 1018.631077.48 <.9 1.50 0.00 0.00 .00 8.40 1.097 1079 125 0.00 0.851 0.5471078.028 0.82 0.12375 .025262 0.02 0.00 0.370 1019 45 1077 .58 0.566 1078.149 '.9 00 00 .01 0.995 1079 144 0.00 0.851 1.50 00 0.68 0.12375 'fiR B.F. & ASSOC. SAN DIEGO .022156 02 F0515P WATER SURFACE PROFILE LISTING LAT N-l 000 PAGE 2 ~v aJLICENSEE: 0.370 HARVESTON, PRASE 2, LPr1 cE leA- ~ Page 1 of 2 N~J I I 627LA TN1.0UT I STATION EJAZ MOHAMMAD, PE, 03/04/2003 L/ELEM so INVERT DEPn1 ELEV OF FLOW W.S. ELEV Q VEL SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH NORM DEPTH HGTI BASEl DIll. ID NO. 2L NO AVBPR PIER ,. .""..***.******************.."...***......**..*..****.**.....,,*"'.......***...*.....**....**....****............**********,".........**.**...********. I 1020 13 1077.67 590.12375 1020 72 1077.74 I 0.50 0.12375 1021 22 1077.80 40 0.12375 I 102162 1077.85 0.340.12375 1021 96 1077.89 I 028 0.12375 1022241077.93 0.210.12375 I 1022.45 1077.95 17 0.12375 10n.62 1071.98 I 11 0.12375 1022.73 1077.99 0.070.12375 1022801078.00 I 02 0.12375 1022 82 1078.00 I I I I I I I I 0.5871078.254 0.6081078.348 0.630 1078.431 0.654 1078.506 0.678 1078.572 0.7031078.632 0.7301078.685 0.757 1078.733 0.787 1078.776 0.817 1078.815 0.8511078.851 vJS (;L is u u 4.9 4.9 4.9 4.9 4.9 4.9 4.9 u u ~ --- 7.64 0.9071079.161 .019444 0.01 7.28 0.823 1079.171 0.00 0.851 0.370 0.370 0.370 0.370 0.370 0.370 0.370 0.370 0.370 0.370 1.50 1.50 1.50 1.50 0.000.00 0.00 0.000.00 0.00 0.00 00 0.00 0.00 0.00 0.00 00 0 0.00 .00 1.50 1.S0 1.S0 L50 1.50 1.50 1.50 ~ lo7J.w r- O.;-x 0.'35" 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.00 0.00 00 0.00 0.00 0.00 0.00 0.00 00 .00 0.00 .017063 0.01 6.94 0.7481079.179 0.00 .014989 0.01 0.00 0.851 0.0000 ~ I 6.62 0.6811079.187 .013175 0.00 6.31 0.619 1079.191 .011579 0.00 6.02 0.5631079.195 .010185 0.00 5.74 0.511 1079.196 0.00 .008963 0.00 5.47 0.4651079.198 0.00 .007895 0.00 5.22 0.423 1079.199 0.00 .006962 0.00 4.97 0.3841079199 0.00 .006132 00 4.73 0.3481079199 0.00 ;071. 5:;/ Page 2 of2 0.8S1 0.00 0.851 0.00 0.851 0.00 0.851 0.851 0.851 0.851 0.851 0.851 I I 627LATN2.0UT OJDATE: 7/29/2003 TIME, 16:39 I CARD SEC"!' CHN CODE NO TYPE I CD CD CD CD 18 " 30 36 . I HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - I HEADING LINE NO IS- I . ELEMENT NO NO OF PIERS AVE PIER WIDTH WATER SURFACE PROFILE HEIGHT 1 BASE ZL ZR DIAMETER WIDTH 1.50 2.00 2.50 3.00 F05 IS A SYSTEM OUTLET U/ S DATA STATION INVERT SECT 1000.001079.06 18 I FOS1SP CHANNEL DEFINITION LISTING INV Y(l) Y(:2) Y(3) Y(4) DROP WATER SURFACE PROFILE TITLE CARD LISTING 5 P HARVESTON: PHASE 2, LAT N-2 EJAZ MOHAMMAD, PE, 03/04/2003 F 0 5 1 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO :2 IS A REACH U/s DATA STATION INVERT SEC!' 1037.171080.00 18 N .ln3 PAGE NO 1'1 S ELEV 1079.37 y(S) Y(6) Y(7) Y(9) Y(lO) PAGE 00 . Y(8) PAGE NO 00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 000 0 . I ELEMENT NO 3 IS A SYSTEM HEADWORKS u/s DATA STATION INVERT SECT W S ELEV 1037.171080.00 18 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO.2 ** WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV '" INV + DC mLICENSEE: R.B.F. /; ~ASSOC. - SAN DIEGO F0515P PAGE 1 I STATION INVERT ELEV I L/ELEM HARVESTON: PHASE 2: EJAZ MOHAMMAD, PE, DEPTH OF FLOW W.S. ELEV WATER LAT N-2 03/04/2003 Q SURFACE PROFILE LISTING VEL VEL ENERGY SUPER HEAD GRD. EL. ELEV CRITICAL DEPTH NORM DEPTH HGT/ DIA BASEl ID NO. 'L . NO PIER AVBPR EO SF AVE HF ZR 1000.001079.06 *************************.******************.*************************************************..*..*****************.....*.*******. 0.00 12.72 0.02529 I 1012.72 1079.38 .58 0.02529 1021.301079.60 I 010.02529 1026.31 1079.72 .290.02529 I 1029601079.81 .290.02529 1031.891079.87 I .71 0.02529 1033.601079.91 1.300.02529 1034.901079.94 I 88 0.02529 1035. 78 1079.96 650.02529 I 103643 1079.98 0.42 0.02529 1036.85. 1079.99 I 0.3901079.450 0.3991079.781 0.413 1080.012 0.4271080.152 0.4421080.250 0.4581080.324 0.474 1080.384 0.4901080.433 0.508 1080.473 0.5261080.507 0.5451080.537 (Z.o u Z.< u u u Z.< u u 2.4 2.4' 4.14 56) 0.668 1080.118 .022686 o " 6.35 0.6261080407 .020278 17 6.06 0.5701080.582 .017742 09 5.77 0.517 1080 669 .015524 0.05 5.50 0.471 1080.721 .013597 0.03 5.25 0.4281080.752 .011910 0.02 5.01 0.3901080774 .010425 01 4.77 0.3541080.787 .009132 01 4.55 0.322 1080 795 .008006 01 4.34 0.292 lOBO 799 0.00 .007018 00 0.2661080803 027 0.02529 .006152 0.00 ~R B.F. /; ASSOC. SAN DIEGO F0515P WATER SURFACE PROFILE LISTING HARVESTON, PHASE 2: LAT N-2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.586 0.586 0.586 0.586 0.586 0.586 0.586 0.586 0.586 0.586 0.586 0.380 0.380 0.]80 0.]80 0.380 0.]80 0.380 0.]80 0.]80 0.380 0.]80 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 mLICENSEE: . 00 1.50 0.000.00 .6A I I l/\ r. /I~ '2- Page 1 of2 00 1.50 0.000.00 0.00 1.50 0.000.00 0.00 1.50 0.00 .00 00 1.50 0.00 00 00 1.50 0.00 00 0.00 1.50 0.000.00 .00 1.50 0.00 .00 0.00 1.50 0.00 0.00 .00 1.50 0.00 00 000 PAGE .2 I I 627LATN2.0UT I STATION EJAZ MOHAMMAD, PE:, 03/04/2003 L/ELEM so INVERT DEPTH ELEV OF FLOW o W.S. 'LEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD. EL. ELEV DEPTH NORM DEPTH HGT I BASEl ZL NO AVBPR DIll. 10 NO. PIER '" *"....................."'"......""............."."*..."..**"....***."."..."....*"....."*******"..********.**..***".."*,,.,.....,,...***************..*****" I 1037.1210BO.OO 0.050.02529 1037.17 1080.00 I I I I I I I I I I I I I I 0.564 1080.563 0.5861080.586 "." . V"; ;;, t C"I. 2.' 2.' ~ ~ SF AVE HF 0.586 0.380 0.586 4- o'L LSD 0.000.00 3.95 0.2421080.805 0.00 .005380 0.00 3.75 0.218 1080.804 0.00 0.00 0.00 1.50 0.000.00 0.0000 /.) ,) ! 08 v. '0 ..I' x J f' ";! ~) .,. -~ J6' I Page 2 of2 I I I I I I I I I I I I I I I I I I I I () o~?. 7 627L1NEO.OUT ClJDATE: 7/28/2003 TIME: 18'12 FOSlSP WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL COOE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV 'i(l) Y(2) Y(3) Y(4) Y(5) Y(5) Y(7) 'l(B) 'f(9) Y(IO) DROP CD CD CD CD '" " " 36 , , , 4 1.50 2.00 2.50 3.00 m . . F 0 5 1 5 P PAGE NO WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - HARVESTON: PHASE 2: LINE 0 READING LINE NO :2 IS - EJAZ MOHAMMAD, PE, 03/04/2003 HEADING LINE NO IS- . m . F 0 5 1 5 P PAGE NO WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U!S DATA STATION INVERT SECT 1004.951068.95 18 W S ELEV 1073 .20 ELEMENT NO :2 IS A REACH uts DATA STATION INVERT SECT 1007.651069.31 '18 N 0.013 RAn IUS ANGLE ANG PT MAN H 0.00 0.00 000 0 ELEMENT NO 3 IS A REACH U/E DATA STATION INVERT SECT 1025.32 1071.63 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 45.00 0.00 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT 1046.021074.35 18 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT 1053.561075.34 18 N .013 RADIUS ANGLE ANG PT MAN H 0.0019.20 0.00 0 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-l LAT-2 N 1056.78 1075.72 18 0 0 0.013 Q3 '-0 Q4 INVERT~3 INVERT-4 PHI 3 PHI 4 0.01075.52 0.0084.00 0.00 ELEMENT NO 7 I S A REACH U/S DATA STATION INVERT SECT N 1081.36 1078.59 18 0.013 RADIUS ANGLE ANG PT MAN H 0.0062.60 0.00 0 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT 1093.531080.00 18 N .013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1093.531080.00 18 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING H WARNING NO.2 h WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, Iii.S.ELEV INV 1" DC CDLICENSEE: R.B.F. I> -I> ASSOC. - SAN DIEGO FOSlSP PAGE 1 . WATER !tARVESTON, PHASE 2, LINE 0 EJAZ MOHAMMAD, PE, 03/04/2003 SURFACE PROFILE LISTING STATION INVERT ELEV DEPTH OF FLOW \'l.S. ELEV Q VEL VEL ENERGY SUPER HEAD GRD. EL. ELEV CRITICAL DEPTH HGT/ DU BASE/ ID NO. 'L NO AVBPR PIER L/ELEM so SF AVE HF NORM DEPTH " ***************.*..***************.......**.*****************.*....**..*.***....**.******..*.**************.****..**.********.***** 1004.951068.95 4.250 1073.200 5.5 3.11 0.150 1073 .350 0.00 0.904 1.50 0.000.00 0.00 70 0.13333 .002742 0.01 0.380 0.00 1007.651069.31 3.897 1073 .207 5.5 3.11 0.150 1073.357 0.00 0.904 1.50 0.000.00 0.00 16180.13130 .002742 0.04 0.380 00 1023.8310'7143 1.849 1073 .284 5.5 3.11 0.150 1073 .434 0.00 0.904 1.50 0,00000 0.00 HYDRAULIC JUMP ~q 5.5 3.85 2.980 .099060 0,00 1023,83 1071.43 0.414 1071.849 10'74.829 0.00 0.904 1.50 0.00 00 0.00 .49 0.13130 0.15 0.380 0.00 1025321071.63 0.414 1072 .044 5.5 13.85 2.9801075.024 0.00 0.904 1.50 0.00 00 0.00 4.08 0,13140 .095512 .39 0.380 .00 1029.40 1012.1'7 /1{0 0.421 1072.587 5.5 13.51 2.8361075.423 0.00 0.904 1.50 0.00 00 0.00 , Page 1 of 3 !rINC".O I I 627L1NEO.OUT .35 0.13140 0.00 I 2034.75 1072.87 3.91 0.13140 1038.66 1073 .38 I 3.00 0.13140 lOU.56 1073.78 :L41 0.13140 I 1044.071074.09 1.95 0.13140 10...6.021074.35 I 0.4361073.305 0.451 1073 .833 0.4671074.244 0.483 1074.576 0.5011074.851 .086119 0.46 5.5 12.88 2.5761075881 .075392 29 5.5 12.28 :.1.340 1076173 .066002 0.20 5.5 11.70 2.1261076.370 0.00 .057789 0.14 5.5 11.16 1.933 1076.509 0.00 .050633 0.10 5.5 10.64 1.7571076.608 0.70 0.13130 .046119 0.03 ~R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING HARVESTON: PHASE 2, LINE 0 EJAZ MOHAMMAD, PE, 03/04/2003 I STATION INVERT DEPTH ELEV OF FLOW W.S. EL'" Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH 0.00 0.904 0.380 0.380 0.380 0.380 0.380 0.380 HGTI BASE/ DrA ID NO. 1.50 0.00 00 0.00 0.00 .00 00 0.00 0.00 00 0.00 00 0 00 0.00 0.904 1.50 0.000.00 []]LICENSEE: ~ 0.904 0.904 0.00 0.904 1.50 0.00 0.00 ZL NO AVBPR PIER 1.50 0.000.00 1.50 0.00 0.00 1046.72 1074.44 L/ELEM SO SF AVE HF NORM DEPTH ZR *********""************"*"""*"""*""**"***,,,,,,,,..,,*..,,..,,....*.."""**""****"*"****......",,..**,,**,,**,,*,,*,,,,..........********,,********""**"""**"*"""" 0.00 I 1.52 0.13130 1048.241074.64 I 1.29 0.13130 1049.531074.81 loa 0.13130 I 1050611074.95 93 0.13130 1051541075.08 .79 0.13130 I 1052 33 1075.le 0.66 0.13130 1052.991075.27 I 0.57 0.13130 1053.561075.34 JUNCT STR 0.11801 I 1056 78 1075.72 .66 0.11676 1060.441076.15 I .140.11676 1069581077.21 0.5081074.949 0.5261075.167 0.5441075.355 0.5641075.517 0.5841075.659 0.6051075.783 0.628 1075.893 0.651 1075.991 5.5 10.44 1.6911076.640 0.00 .042138 0.06 5.5 9.95 1.5361076.703 .036914 0.05 5.5 9.48 1.3961076.751 0.00 .032356 OJ 5.5 9.05 1.271 1076 788 .028383 0.03 5.5 8.62 1.1541076813 .024894 02 5.5 8.22 1.050 1076 833 .021860 0.01 5.5 7.85 0.9561076.849 .019207 01 5.5 7.47 0.8671076858 ___ .061571 20 0.3251076.045~2.3921078.437 .103165 0.38 I so INVERT DEPTH ELEV OF FLOW W.S. ELSV 0.3271076.474 0.338 1077 .553 0.350 1078.188 0.3621078.631 0.3751078.965 0.3791079.061 3.5 12.28 2.342 1078.816 .094771 .87 3.5 11.71 2.128 1079 681 I 5 34 0.11676 .082869 0.44 ~ R B. F. " ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING HARVESTON: PHASE 2: LINE 0 EJAZ MOHAMMAD, PE. 03/04/2003 STATION L/ELEM Q VEL 0.904 0.00 0.904 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.310 0.310 0.310 NORM DEPTH HGT/ BASE/ DIA In NO. 1.50 00 00 00 00 00 ZL NO AVBPR PIER ZR 00 0.00 00 0.00 00 o 0.00 0.00 0.00 0.000.00 0 0.00 1.50 0.00 0.904 0.00 0.904 0.00 0.904 0.00 PAGE :2 1.50 0.000.00 0.00 0.00 0.00 0.00 00 CIJLICEN5EE: ~ 0.00 0.904 0.00 0.904 1.50 0.000.00 ***"""*"******"""""""""""*"***"*****"***"**"************"*********""""""",,*""**"""""""*"""*""",,""",,*"""""*""***""*******""""*""***" 1074.92 1077.84 I 3.69 0.11676 1078.61 1078.27 2.750.11676 I 108136 1078.59 0.79 0.11586 1082.151078.68 0.00 0.904 0.00 0.714 0.310 0.310 0.310 1.50 0.00 00 .00 .00 .00 00 0.00 0.00 0.00 0.00 L\il I 0.00 0.714 0.00 0.714 SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD. EL. ELE:V DEPTH 3.5 11.15 1.929 1080.117 .072490 .27 3.5 10.64 1.7571080388 .063414 " 3.5 10.14 1.598 lOBO 563 0.00 .057831 05 3.5 9.97 1.544 1080605 0.00 Page 2 of 3 0.00 0.714 0.00 '-0.714 0.714 0.714 0.00 1.50 0.000.00 1.50 0.00 1.50 0.00 1.50 0.000.00 1.50 0.00 0.00 0.00 1.50 0.00 0.00 1.50 0.000.00 0 0.00 PAGE 3 1.50 0.00 0.00 1.50 0.000.00 1.50 0.00000 I II 627L1NEO.OUT 02 0.11586 I 10B4.171078.92 63 0.11586 1085 80 1079.11 I 1.36 0.11586 1087.161079.26 1.13 0.11586 I 1088.291079.39 0.95 0.11586 1089.241079.50 I 81 0.11586 1090.051079.60 0.68 0.11586 I 1090.73 1079.68 0.392 1079.308 0.406 l07!L511 0.4201079.682 0.434 1079.827 0.449 1079.953 0.465 1080.061 0.481 1080.157 .052928 n 3.5 9.51 1.405 1080 713 .046315 0.08 3.5 9.07 1.277 1080.788 .040538 06 3.5 8.64 1.1601080.842 .035455 0.04 3.5 8.24 1.0531080.880 .031013 0.03 3.5 7.85 0.9561080.909 0.00 .027153 0.02 3.5 7.49 0.8721080.933 .023776 0.02 3.5 7.14 0.792 1080.949 0.00 0.58 0.11586 .020819 -i>R.B.F. & ASSOC. SAN DIEGO F051SP WATER SURFACE HARVESTON: PHASE :2: LINE 0 EJAZ MOHAMMAD, PE, 03/04/2003 I STATION L/ELEM so INVERT DEPTH ELEV OF FLOW W.S. ELEV 0,01 PROFILE LISTING Q VEL 0.00 0.00 0.00 0.00 0.714 0.714 0.714 0.310 0.714 0.310 0.310 0.310 0.310 0.310 NORM DEPTH 0.310 0.310 HGTI BASE/ DIA In NO. 0.00 1.50 0.000.00 0 0.00 0.00 1.50 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 ITJLICENSEE: . 0.714 0.00 0.714 0.714 SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD . EL . ELEV DEPTH 0.00 1.50 0.000.00 " ZL NO AVBPR PIER 1.50 0.00 0.00 1.50 0.000.00 .......................................................................".."".".."......"""..""..."."".."."...""".".....""..".".."".."........"....... I 1091311079.74 .49 0.11586 I 1091.801079.80 0.40 0.11586 1092.201079.85 35 0.11586 I 1092551079.89 28 0.11586 1092.83 1079.92 I 23 0.11586 1093.061079.95 0.18 0.11586 I 1093.241079.97 0.13 0.11586 1093.371079.98 I 0.09 0.11586 1093.46 1079.99 o 05 0.11586 I 1093511080.00 02 0.11586 109353 1080.00 I I I 0.4981080.241 0.5161080.315 0.5351080.381 0.554 1080.440 0.5741080.492 0.594 1080.540 0.6161080.582 0.63910BO.620 0.662 1080.654 0.68710BO.6B5 0.714 1080.714 l~J5f Lrs -- .- 3.5 6.81 0.720 1080.961 0.00 0.714 0.310 0.310 0.310 0.310 0.310 0.310 0.310 0.310 0.310 0.310 ~ 0.00 1.50 0.000.00 00 0.00 0.00 00 0.00 0.00 00 00 0.00 .018245 0.01 0.714 0.714 0.00 0.714 0.00 1.50 0.000.00 00 0.00 0.00 0.00 0.00 0.00 0.00 00 0.00 0.00 0.00 0 00 0 0.0000 I ~ 3.5 6.49 0.6551080.970 0.00 .016001 0.01 3.5 6.J.8 0.5941080.975 0.00 .014032 0.00 3.5 5.90 0.5411080.981 .012304 0.00 3.5 5.63 0.4921080.984 .010789 .00 3.5 5.36 0.4461080.986 .009465 0.00 3.5 5.12 0.4071080989 0.00 .008315 000 3.5 4.87 0.3691080989 .007302 0.00 3.5 4.65 0.3351080.989 0.00 .006417 0.00 3.5 4.43 0.3051080.990 .005631 .00 3.5 4.22 0.2761080990 II. ;, n ...~' '- /' Ji " ,- +0 I A ;1,/, 0 , V....., I( / .j Page 3 of 3 0.00 0.714 0.00 0.714 0.714 0.00 0.714 0.714 0.00 0.714 0.00 0.714 0.00 1.50 0.000.00 0.00 PAGE 4 0.00 1.50 0.00 00 1.50 0.000.00 0.00 1.50 0.000.00 1.50 0.00 1.50 0.000.00 0.00 1.50 0.000.00 0.00 1.50 0.000.00 0.00 1.50 0.000.00 1.50 1.50 ;<1)'216 I I I I I I I I I I I I I I I I I I I ( () 0 1.0 1.-7 627LAT01.0UT CIJDATE: 7/28/2003 TIME: 18.19 FOS1SP WATER SURFACE PROFILE' CHANNEL DEFINITlON LISTING PAGE 1 CARD SECT om NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV '{(I) Y(l) Y(3) Y('ill 'i(S) Y(5) Y(1) '{la) Y(9) ,{(IO) DROP CD CD CD CD lB " 30 36 , , , , 1.50 2.00 2.50 3.00 00 . . F 0 SSP PAGE NO WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS HARVESTON: PHASE 2: LAT 01 HEADING LINE NO 2 IS . EJAZ MOHAMMAD, FE, 03/04/2003 HEADING LINE NO IS- . 00 . F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET uls DATA STATION INVERT SECT 1001.80l075.53 18 W S ELEV 1076.05 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 1028.041078.00 18 N 0.013 RAn IUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT W S ELEV 1028.041078.00 18 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO.2 ** WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC DDLICEN5EE: R.B.F. & ~ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING HARVESTON, PHASE 2, LAT 01 EJAZ MOHAMMAD, PE, 03/04/2003 . STATION INVERT DEPTH ELEV OF FLOW 1'1.5. ELEV Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGTI BASEl DIA ID NO. ZL NO AVBPR PIER L/ELEM SO SF AVE HF NORM DEPTH ZR """"***""*********"***"****"***""*""""""**~~**************"***********""***********************"*""*"**********"**** - 1001.80 1075.53 0.301 1075.831 ~1.640 1077.471 0.00 0.611 1.50 0.00 0.00 0 0.00 5.00 0.09413 .075816 0.38 0.280 0.00 1006801076.00 0.3071076.308 '.6 10.00 1.553 1071 .861 0.00 0.611 1.50 0.000.00 0 0.00 5.03 0.09413 .068059 0.34 0.280 0.00 1011 83 1076.47 0.317 1076.791 '.6 9.52 1.4081078199 0.00 0.611 0".00 00 1.50 0.00 .38 0.09413 .059464 0.20 0.280 00 1015.211076.79 0.328 1071 .120 :.6 9.09 1.2831078.403 0.00 0.611 1.50 0.000.00 0.00 2.500.09413 .051980 0.13 0.280 0.00 1017.71 1071 .03 0.3391077.367 '.6 8.67 1.1661078.533 0.00 0.611 1.50 0.00 .00 0 0.00 1.930.09413 .045450 0.09 0.280 0.00 1019 64 1077.21 0.351 1071 .560 '.6 8.25 1.0581078.618 0.00 0.611 1.50 0.000.00 0.00 .55 0.09413 .039754 06 0.280 0.00 1021 19 1077.36 0.363 1077.718 1.6 7.88 0.9641078.682 0.00 0.611 1.50 0.000.00 0.00 1 27 0.09413 .034748 0< 0.280 0.00 1022 .46 1077.47 0.375 1071 .850 '.6 7.51 0.877 1078 727 0.00 0.611 1.50 0.00 DO 0.00 05 0.09413 .030377 03 0.280 0.00 1023.51 1077.57 0.388 1077.961 1.6 7.16 0.7971078.758 0.00 0.611 1.50 0.00 .00 0.00 0.88 0.09413 .026565 0.02 0.280 0.00 1024 39 1077 .66 0.4011078.057 '.6 6.82 0.723 1078.780 0.00 0.611 1.50 0.000.00 0.00 0.73 0.09413 .023234 0.02 0.280 .00 1025.22 1077.72 0.4151078.140 '-' 51 0.659 1078.799 0.00 0.611 1.50 0.000.00 0.00 0.600.09413 ~R B.F. & ASSOC. SAN DIEGO .020343 F051SP WATER SURFACE LAT 01 001 0.280 000 PAGE 2 ITlLiCENSEE: . Af\ PROFILE LISTING HARVESTON, PHASE 2, Page 1 of2 f 1//, .r. OJ I I 627LAT01.0UT I STATION EJAZ MOHAMMAD, FE, 03/04/2003 LJELEM so INVERT DEPTH ELEV OF FLOW W.S. ELEV Q VEL SF AVE HF VEL ENERGY SUPER CRITICAL HEAD GRD. EL. ELEV DEPTH NORM DEPTH HGT/ DIA BASEl JD NO. ZL NO AVBPR PIER " ......**..........................".......................................................**..".................,,,,**.....***.............**.**,,,,,.............*****...............".............................. I 1025.72 1077.78 0.52 0.09413 I 1026.241077.83 0.44 0.09413 1026 68 1077 .87 34 0.09413 I 1027 02 1077 .90 0310.09413 1027331077.93 I o.n 0.09413 1027 55 1077.95 19 0.09413 I 102774 1077.97 14 0.09413 1027 88 1077 .98 I 0.09 0.09413 1027.97 1077 .99 0.06 0.09413 I 1028.03 1078 .00 0.01 0.09413 1028.04 1078.00 I I I I I I I I 0.430 1078.212 0.4451078.275 0.4601078.332 0.477 1078.381 0.493 1078.426 0.511 1078.465 0.5291018.501 0.5481078.533 0.568 1078.561 0.588 1078.587 0.611 1078.611 W 5t Ley; ,,-- '" 6.21 0.598 1078.810 0.00 0.611 0.280 0.280 0.280 0.280 0.280 0.280 0.280 0.280 "'!; Co" 0.280 0.280 L-- 1.50 0.000.00 0.00 0.00 0.00 0.00 0.00 o 0.00 .017814 0.01 ,., 5.92 0.5451078.820 0.00 0.611 0.00 1.50 0.000.00 00 0.00 00 00 0.00 .015588 0.01 ,., 5.64 0.4941078.826 0.00 0.611 0.00 1.50 0.000.00 00 0.00 0.00 a.OOCIl I -5b .013652 00 ,., 5.38 0.450 1078 .831 0.00 .011957 0.00 '" 5.13 0.4081078.834 .010472 0.00 ,., 4.89 0.371 1078.836 .009180 0.00 ,., 4.66 0.3371078838 0.00 .008046 .00 ,., 4.44 0.3071078.840 .007057 0.00 ,., 4.24 0.2791078.840 0.00 .006190 0.00 ,., 4.04 0.2541078.841 0.00 .005416 00 2.6 3.85 0.2301078841 0.00 ........., '} !J/(, .J f .~. f: . +9 , , 7 1\ (0 (;. (1 .-', b.lj Page 2 012 0.611 0.00 0.611 0.00 0.611 0.611 0.00 0.611 0.611 0.611 0.611 ,- 0.00 1.50 0.000.00 0.00 1.50 0.000.00 0.00 1.50 0.00 00 1.50 0.00000 1.50 0.00 1.50 0.000.00 0.00 1.50 0.000.00 0.00 1.50 0.000.00