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HomeMy WebLinkAboutParcel 1 Hydrology I . . LOWE'S OF TEMECULA . . . . . . Prepared For: . Lowes Companies, Inc. . 1530 Faraday Avenue, #125 Carls bad, California 92008 . . Prepared by: . ~ CBeil/.. "William CJ7l>st C&~ociates . 27555 Ynez Road, Suite 400 Temecula, California 92591 . Contact: Michael Tylman I Bill Keller . h.. ~. April, 1999 I JN40IW \, HYDROLOGY !HYDRAULICS REPORT FOR PARCEL MAP No. 29175 . . . TABLE OF CONTENTS . PAGE NO. . I. INTRODUCTION 1 II. BACKGROUND 2 . III. HYDROLOGY 3 . IV. HYDRAULICS 4 . EXHIBITS . PAGE NO. . "A" VICINITY MAP 1A . "B" SOILS MAP 2A . APPENDIX . "A" 10 - YEAR HYDROLOGY (RATIONAL METHOD) . 100 - YEAR HYDROLOGY (RATIONAL METHOD) "B" HYDROLOGY MAPS . "e" STORM DRAIN HYDRAULIC ANALYSIS - 100 YEAR . "D" DESIGN CALCULATIONS - CATCH BASINS - 100YEAR . . . 'J,... I I I I I I I I I I I I I I I I I I I I I I. INTRODUCTION This report includes the hydrologic and hydraulic calculations performed in conjuuction with the final development of Parcel Map No. 29175 within the City of Temecula. The project is a proposed 21.5 acre commercial site located in the southeast comer of the intersection of Winchester Road and Margarita Road. The primary objectives of this report are as follows: 1. Delineate the drainage areas tributary to the site for the developed condition. 2. Based on drainage patterns, ground slope, land use and soil type and, using the Riverside County Rational Method, perform hydrologic and hydraulics of off-site and on-site runoff to provide 10-year and 100-year design flows for the sizing of drainage facilities. 3. Based on the hydrology results and physical site requirements, design the catch basins and storm drain laterals to convey the computed design discharges. H:\GRP6O\PDATA\401467\QFFlCE\WPWIN\67rpt01.wpd 1 ~ I ,I I I I I I I I I I I I I I I I I I II. BACKGROUND The subject area was included as an off-site drainage area in an approved HydrologylHydraulic Report for Parcel Map 28530, by Robert Bein, William Frost & Associates, dated March, 1998. This report will refine the general flows from the previous report for the developed layout and verify that the existing storm drain network can adequately handle the 100 year flows. The site is currently vacant except for an existing senior center that is to be removed. The site is bouuded by Winchester Road on the northerly side and Margarita Road on the westerly side. A proposed residential development, Tract 28510, will be on the southerly and easterly sides. Parcell of Parcel Map 29175 will drain over land and through storm drain to the existing 30" storm drain and 24" storm drain at the northwest corner of the site at Margarita Road. These pipes were installed per PW 92-04. Parcel 2 of Parcel Map 29175 will drain over land to Margarita Road and northerly on Margarita Road to an existing catch basin "A-I" per PW 92- 04. An additional 7' wide catch basin will be added on Margarita Road to handle flowby from the existing catch basin and to handle flows from Winchester Road. These catch basins tie into the existing double 30" storm drain per PW 92-04. The existing double 30" storm drains tie into the existing 60" storm drain for the Promenade Mall on the west side of Margarita Road. The previously mentioned hydrology report showed an off-site flow of QI00=70.4 cfs. The subject area will have a flow of QI00=68.8 cfs. The downstream existing storm drain can handle the subject area flows. H:\GRP6O\PDATA\401467\QFFICE\WPWIN\67rpt01.wpd 2 I I I I I I I I I I I I I I I I I I I III. HYDROLOGY Hydrologic calculations were performed using the Riverside County Rational Method from RCFC & WCD Hvdrolol!V Manual. dated April 1978. The 100-year design discharge was computed by generating a hydrologic "link-node" model which divides the area into drainage subareas, each tributary to a concentration point or hydrologic "node" point determined by the proposed layout. The computer results are included in Appendix "A" The following assumptions/guidelines were applied for use of the Rational Method: 1. The soils map from the Riverside County Hvdrologv Manual indicates that the study area is primarily Group "B" soils. Soils ratings are based on a scale of A through D, where D is the least pervious, providing the greatest storm runoff. The soils map, excerpted from the Hvdrology Manual. is included as Exhibit "B." 2. The runoff coefficients specified are commercial to describe the proposed development characteristics. 3. Initial subareas were drawn to be less than 10-acres in size and less than 1,000 feet in length, per County guidelines. 4. Pipe travel times were computed based on preliminary estimated pipe sizes. A minimum pipe size of 18-inches was specified, and 95 percent of the actual pipe slope was assumed available for the pipe friction losses. 5. Standard intensity-duration curve data was taken from the County Hydrologv Manual (values apply for Murrieta- Temecula and Rancho California areas), which was used for theon-site developed and ultimate off-site developed. For the 100-year analysis, the data specifies a 100-year, 10-minute rainfall intensity of3.48 inches/hour and 100-year, 60-minute rainfall intensity of 1.30 inches/hour. For the 10-year analysis, the data specifies a lO-year, 10-minute rainfall intensity of 2.36 inches/hour and a 10-year, 60 minute rainfall intensity of 0.88 inches/hour. The resulting 100-year discharges at proposed locations are flagged on the Rational Method computer summaries, Appendix "A" and are on the Hydrology Map, Appendix "B." H:\GRP6O\PDA T A\40I467\OFFICE\\\'PWIN\67rptOl.wpd 3 ~ I I I I I I I I I I I I I I I I I I I I IV. HYDRAULICS Based upon the results form the Rational Method Hydrology, a steady state hydraulic analysis of the storm drain system under the predicted 100-year flow was prepared. The computer program, W oodcrest En!!ineerilll!. Los Angeles Countv Flood Control District. Water Surface Profile Computation Pro!!Tam. F0515P Verso 2.4 (WSPG). was used to analyze the system. The computer exhibits and in-put listing for the hydraulic analyses are included in Appendix "C." Catch Basins were sized based upon 100-year design discharge, using Advanced Engineering SoftwareHELE 1: Hvdraulic Elements 1. Calculations for Catch Basins and ponding elevations may be found in Appendix "D." H:\GRP6O\PDATA\401461\OFFICE\WPWIN\67rptOl.wpd 4 .., I I I I I I I I I I I I I I I I I I I I Ie ~ PROJECT I SITE 1:Ii.1T0irtJA ~ ~ ~ 1mB ! ~)l~!il>~ '\ ~ ,\ \f.l. CQ 1 I. 1- 1 1 I I 1 I I I 1 I I I 1 I I IltnNltV'i J.9GIGl:l(jJ.l-f a::>M9::>.:!::>~ ~ HO.:! d'<;1~ dnOH9 Sl10S 819010HOAH 1 NOUYll!llS30 dnOll9 S1IOS ., A~Nno8 dnOY9 S~OS ON3S31 o Iiiiiil ooos H3.. ~-' "'0,, ~<;) ~><e. '<;1.l3IHH~ ~'2.. Zg'I-:) 3.l~1d \;, ) I . 1 I II I I I I I I I I I I I 1 I 1 I ~ I. ~******.t******************************************************************** I [ I I ~-- RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) ~978 HYDROLOGY MANUAL (C) Copyright ~982-96 Advanced Engineering Software (aes) Ver. ~.5A Release Date: 0~/0~/96 License ID ~264 Analysis prepared by: d <l If) ')- o ROBERT BEIN, WILLIAM FROST & ASSOCIATES 27555 YNEZ ROAD SUITE 400 TEMECULA, CA 9259~-4679 (909) 676-8042 (909) 676-7240 I FILE NAME: 467-~0.DAT TIME/DATE OF STUDY: ~6:37 4/28/~999 I USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - USER SPECIFIED STORM EVENT(YEAR) = ~O.OO SPECIFIED MINIMUM PIPE SIZE(INCH) = ~8.00 SPECIFIED PERCENT OF GRADIENTS (DECIMAL) TO USE ~O-YEAR STORM ~O-MlNUTE INTENSITY (INCH/HOUR) = ~O-YEAR STORM 60-MlNUTE INTENSITY (INCH/HOUR) = ~OO-YEAR STORM ~O-MlNUTE INTENSITY (INCH/HOUR) ~OO-YEAR STORM 60-MlNUTE INTENSITY(INCH/HOUR) SLOPE OF ~O-YEAR INTENSITY-DURATION CURVE = SLOPE OF ~OO-YEAR INTENSITY-DURATION CURVE = COMPlfrED RAINFALL INTENSITY DATA: STORM EVENT = ~O.OO ~-HOUR INTENSITY(INCH/HOUR) SLOPE OF INTENSITY DURATION CURVE = .5506 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED NOTE: COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC&WCD HYDROLOGY MANUAL AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES FOR FRICTION 2.360 .880 = 3.480 = 1.300 .5505732 .5495536 SLOPE = .95 .8888 :******,********************************************************************* I_~~~~_~~~~~~~_~~~~_~~~~_____~:~~_:~_~~~~_____~:~~_~~_~~~~_~__~~_~~'0_~~__ >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< I======'==~~~~~;~~:~~~~~~;;~;~;;==================================== TC = K* [ (LENGTH** 3) / (ELEVATION CHANGE)] ** .2 I INITIAL SUBAREA FLOW-LENGTH = 265.00 UPSTREAM ELEVATION = ~~~.33 DOWNSTREAM ELEVATION = ~08.67 ELEVA'rION DIFFERENCE = 2.66 TC = .303*[( 265.00**3)/( 2.66)]**.2 7.089 ~O YEAR RAINFALL INTENSITY (INCH/HOUR) = 2.88~ SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = . 8760 SUBAREA RUNOFF(CFS) .76 TOTAL AREA(ACRES) = .30 TOTAL RUNOFF (CFS) .76 ******~~******************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 3 ~ II- - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< . >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ~==:======================================================================== ES~rIMATED PIPE DIAMETER (INCH) INCREASED TO 18.000 I DEPTH OF FLOW IN 18.0 INCH PIPE IS 3.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 2.9 UPSTREAM NODE ELEVATION = 81.31 DOlVNSTREAM NODE ELEVATION = 80.66 I I FLOWLENGTH (FEET) = 99.67 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = .76 I TR1~VEL TIME (MIN.) = .57 TC (MIN.) = 1 7.66 I***'~*********************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = 8 ..p;~~.l... - - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>:>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< Ir==~;=;i~=~~;;~~=~;;i;;~;;{~;~~/~~~}=:==;~;~~========================== SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .20 TOTAL AREA(ACRES) = .50 I TC(MIN) = 7.66 COEFFICIENT = .8752 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = .48 1.24 **************************************************************************** I-:~:)~-=~~~~~~_:~~~-~~~~-----~:~~-=~-~~~~----_::~~-~~-~~~~_:_--~------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< . >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< Ii==::======================================================================= ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 4.6 INCHES I PIPEFLOW VELOCITY(FEET/SEC.) = 3.4 UPSTREAM NODE ELEVATION = 80.66 DOWNSTREAM NODE ELEVATION = 80.54 I FLOWLENGTH(FEET) = 17.45 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) 1.24 I TRJ,VEL TIME (MIN.) = .08 TC (MIN.) = 1 7.74 ****j~*********************************************************************** IL:~~)~-=~~~~~~_:~~~-~~~~-----~:~~-=~-~~~~----_::~~_~~_~~~~_:___~_~~~~~__ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< Ir==;';=;i~=~~;;~~=~;;i;;~;;{~;~~/~;~}=:==;~;~~========================== SOIL CLASSIFICATION IS "B" I CO~~RCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8751 SUBAREA AREA(ACRES) = .50 SUBAREA RUNOFF(CFS) = T01~ AREA(ACRES) = 1.00 TOTAL RUNOFF(CFS) = TC(MIN) = 7.74 I 1.20 2.44 **************************************************************************** I FLOW PROCESS FROM NODE 4.00 TO NODE 5.00 IS CODE = 3 'P III ~ - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =========================================================================== ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 I DEPTH OF FLOW IN 18.0 INCH PIPE IS 6.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 4.1 UPSTREAM NODE ELEVATION ~ 80.54 DOWNSTREAM NODE ELEVATION ~ 80.42 I FLOWLENGTH (FEET) ~ 18.55 MANNING'S N ~ .013 ESTIMATED PIPE DIAMETER(INCH) ~ 18.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 2.44 I TRAVEL TIME (MIN.) ~ .08 TC (MIN.) ~ 1 7.82 **************************************************************************** II_~~~~_~~~~~~~-~~~~-~~~~-----~:~~-~~-~~~~-----~:~~-~~-~~~~_~___~__~_~~~_~ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1t~~~~;=;~~~~;;~Z~~;;;;~~;;(~;~~7~;~)~:~~;~;;;~~=~~~~~~~~~~~~~~~~====~~~ SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) ~ .20 TOTAL AREA(ACRES) = 1.20 I TC WIN) ~ 7.82 COEFFICIENT ~ .8750 SUBAREA RUNOFF(CFS) ~ TOTAL RUNOFF(CFS) ~ .48 2.92 **************************************************************************** Il-~~~~-~~~~~~~-~~~~-~~~~-----~:~~-=~-~~~~-----~:~~-~~-~~~~_:_--~------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =========================================================================== ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPJ:rt OF FLOW IN 18.0 INCH PIPE IS 7.4 INCHES I PIPEFLOW VELOCITY(FEET/SEC.) ~ 4.3 UPSTREAM NODE ELEVATION ~ 80.42 DOWNSTREAM NODE ELEVATION ~ 80.20 I FLOWLENGTH(FEET) = 34.00 MANNING'S N ~ .013 ESTIMATED PIPE DIAMETER(INCH) ~ 18.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) 2.92 I TRAVEL TIME (MIN.) ~ .13 TC (MIN.) ~ 1 7.95 **************************************************************************** Il-~~~~-~~~~~~~-~~~~-~~~~-----~:~~-~~-~~~~-----~:~~-~~-~~~~-~---~-~~~?- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1r~~~~;=;;;;~~~;;~Z~~;;;;~~;;(~;~~7~;~)~:~~;~;;~~~~~~~~~~~~~~~~~~~~~~=~~~~ SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) .20 TOTAL AREA(ACRES) = 1.40 TC(MIN) ~ 7.95 I COEFFICIENT ~ .8749 SUBAREA RUNOFF (CFS) TOTAL RUNOFF(CFS) ~ .47 3.39 **************************************************************************** I FLOW PROCESS FROM NODE 6.00 TO NODE 7.00 IS CODE ~ 3 1- - -.. - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 1.8.000 I DEPTH OF FLOW IN 1.8.0 INCH PIPE IS 8.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 4.5 UPSTREAM NODE ELEVATION = 80.20 Drn~STREAM NODE ELEVATION = 79.97 I FLOWLENGTH(FEET) = 34.00 MANNING'S N = .01.3 ESTIMATED PIPE DIAMETER (INCH) = 1.8.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) = 3.39 I TR.;~VEL TIME (MIN.) = .1.3 TC (MIN. ) 1. 8.08 ****.~*********************************************************************** II_~~~~_~~~~~~~-~~~~-~~~~----_?:~~_:~-~~~~----_?:~~-~~-~~~~-~---~--~~~-~~_ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< I==='~;=~i~=~i;;~~=i;;i;~i;;(i;;~/~;;;)=:==;~~~~========================== SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA (ACRES) . 2 0 TO'rAL AREA (ACRES) L 60 I TC (MIN) = 8.08 COEFFICIENT = .8747 SUBAREA RUNOFF (CFS) TOTAL RUNOFF(CFS) = .47 3.86 ****.t*********************************************************************** 1- ~~I?~ - ~~~~~~~ - ~~~~ - ~~~~ - - - - - ? : ~ ~ - :~ - ~~~~ - - - - - ~ : ~ ~ - ~~ - ~~~~ - ~ - - - : - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ===:======================================================================== ES'rIMATED PIPE DIAMETER (INCH) INCREASED TO 1.8.000 DEPTH OF FLOW IN 1.8.0 INCH PIPE IS 8.6 INCHES I PIPEFLOW VELOCITY(FEET/SEC.) = 4.6 UPSTREAM NODE ELEVATION = 79.97 DOWNSTREAM NODE ELEVATION = 79.74 I FLOWLENGTH(FEET) = 34.67 MANNING'S N = .01.3 ESTIMATED PIPE DIAMETER (INCH) = 1.8.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) 3 . 86 I TR~VEL TIME (MIN.) = .1.2 TC (MIN.) = 1. 8.20 **************************************************************************** 1- ~~'?~ - ~~~~~~~ - ~~~~ - ~~~~ - - - - - ~: ~~ _:~ - ~~~~ - - - - - ~: ~~ - ~~ - ~~~~ - ~ - - - ~ - -~~- ~-::~- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1I===~;=~i~=~i;;~~=i;;i;~i;~(i;;~/~;;;)=:==;~~~;========================== SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8746 SUBAREA AREA (ACRES) . 2 0 SUBAREA RUNOFF (CFS) = TO'rAL AREA (ACRES) L 80 TOTAL RUNOFF (CFS) = TC(MIN) = 8.20 I .47 4.33 ****.************************************************************************ I FLOW PROCESS FROM NODE 8.00 TO NODE 9.00 IS CODE = 3 \\ 1_ _ _ ,_ _ _' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ESTIMATED PIPE DIAMETER{INCH) INCREASED TO 18.000 I DEPTH OF FLOW IN 18.0 INCH PIPE IS 9.2 INCHES PIPEFLOW VELOCITY(FEETjSEC.) = 4.8 UPSTREAM NODE ELEVATION = 79.74 DOWNSTREAM NODE ELEVATION = 79.54 I FLOWLENGTH(FEET) = 30.00 MANNING'S N = .013 ES'rrMATED PIPE DIAMETER (INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 4.33 1 TRAVEL TIME (MIN.) = .10 TC (MIN. ) 1 8.31 ****.~*********************************************************************** 1- ~~I?~ _ ~~~~~~~ _ ~~~~ _ ~~~~ _ _ _ _ _ ~ : ~ ~ _ =~ _ ~~~~ _ _ _ _ _ ~ : ~ ~ - ~~ - ~~~~ - ~ - - - ~ - ~ ~~_ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1I===~;=~i;;=~i~;~~=i;;i~~i;;(i~~~/~;;;)=:==;~~~;========================== SOIL CLASSIFICATION IS "B" ' I COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = . 8744 SUBAREA AREA(ACRES) = .20 SUBAREA RUNOFF (CFS) = TOTAL AREA(ACRES) = 2.00 TOTAL RUNOFF(CFS) = I TC{MIN) = 8.31 .46 4.79 **************************************************************************** 1- ~~'?~ - ~~~~~:: - ~~~~ - ~~~~ - - - - - ~ : ~ ~ - :~ - ~~~~ - - - - : ~ : ~ ~ - ~: - ~~~~ - : - - - ~ - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =========================================================================== ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 9.9 INCHES I PI PEFLOW VELOCITY (FEET j SEC.) = 4 . 8 UPSTREAM NODE ELEVATION = 79.54 DOWNSTREAM NODE ELEVATION = 79.35 I FLOWLENGTH (FEET) = 30.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER{INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) = 4.79 I TRI\.VEL TIME (MIN.) = .10 TC (MIN.) = 1 8.41 **************************************************************************** Il-~~~~-~~~~~~~-~~~~-~~~~---_:~:~~-=~-~~~~---_:~:~~-~~-~~~~-~---~-~~-~~- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< Ir===~;=~i;;=~i~;~~=i;;i~~i;;(i~~~/~;;;)=:==;~~;;========================== SOIL CLASSIFICATION IS "B" 1 COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .20 TOTAL AREA{ACRES) 2.20 TC{MIN) = 8.41 I COEFFICIENT = .8743 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF{CFS) = .46 5.25 **************************************************************************** I FLOW PROCESS FROM NODE 10.00 TO NODE 11. 00 IS CODE = 3 ...;v , 1_ _ _ .. _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.3 INCHES I PIPEFLOW VELOCITY (FEET / SEC. ) 5 . 0 UPSTREAM NODE ELEVATION = 79.35 DrnqNSTREAM NODE ELEVATION = 79.16 FLOWLENGTH(FEET) = 28.42 MANNING'S N = .013 I ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) = 5.25 TRj~VEL TIME (MIN.) = .09 TC (MIN.) = 1 8.50 ,***..*********************************************************************** 1_ :~(:~ - =~~~~~~ - :~~~ - ~~~~ - - - - ~~ : ~ ~ - =~ - ~~~~ - - - - ~~ : ~ ~ - ~~ - ~~~~ - : - - - ~ - - ~~~ ~-- i~~ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ====:~======================================================================= II :10 YEAR RAINFALL INTENSITY (INCH/HOUR) = SOIL CLASSIFICATION IS "Bn COMMERCIAL DEVELOPMENT RUNOFF II SUBAREA AREA (ACRES) = . 3 0 TO'rAL AREA (ACRES) = 2 .50 TC(MIN) = 8.50 2.606 COEFFICIENT = .8742 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = .68 5.93 11*************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 3 I-~~~~~~~~~~-;~;~;~~~-;~~~~;~~-;~~-~~~:::::------------------------ >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< 1I=;i.~;;=;;=;~;;=~;==~~~~=~;~~=;~;i=~;==~~~;=~;~~i;========================== PIPEFLOW VELOCITY(FEET/SEC.) = 5.1 UPSTREAM NODE ELEVATION = 79.16 II DOWNSTREAM NODE ELEVATION = 78.86 FLOWLENGTH(FEET) = 45.17 MANNING'S N ESTIMATED PIPE DIAMETER(INCH) 18.00 I PI PEFLOW THRU SUBAREA (CFS) = 5 .93 TRAVEL TIME (MIN.) = .15 TC (MIN.) .013 NUMBER OF PIPES 1 8.65 1*************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 1.2.00 IS CODE = 8 ~ ~--\ \ I >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< =========================================================================== 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.581. I SOIL CLASSIFICATION IS nBn COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA (ACRES) . 30 II TOTAL AREA (ACRES) = 2.80 TC(MIN) = 8.65 COEFFICIENT = .8740 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = .68 6.61. 1*************************************************************************** FLOW PROCESS FROM NODE 1.2.00 TO NODE 1.2.1.0 IS CODE = 3 I >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< ....?J I>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ====~======================================================================= I DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.2 UPSTREAM NODE ELEVATION = 78.86 DOWNSTREAM NODE ELEVATION = 78.73 I FLOWLENGTH(FEET) = 19.90 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) = 6.61 I TRAVEL TIME(MIN.) = .06 TC(MIN.) = 1 8.72 1*************************************************************************** FLOW PROCESS FROM NODE 12.10 TO NODE 12.10 IS CODE = 8 ~ P,-\"L 1=::'~;:~~:~~~;~~~~;;~~;;~;~7~;~~~=~;~;;~:::======================= SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA (ACRES) . 3 0 TO'rAL AREA (ACRES) 3.10 I TC (MIN) = 8 . 72 COEFFICIENT = .8739 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = .67 7.28 ****.************************************************************************ 1- ~~'?~ - :~~~~~~ - ~~~~ - ~~~~ - - - - ~~ : ~ ~ - =~ - ~~~~ - - - - ~: : ~ ~ - :~ - ~~~~ _ ~ _ - _ : _ _ _ _ _ _ _ _ _ _ _ _ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< . ===,======================================================================== DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.2 INCHES I PIPE FLOW VELOCITY (FEET / SEC. ) 6 . 3 UPSTREAM NODE ELEVATION = 78.73 DOWNSTREAM NODE ELEVATION = 78.42 FLOWLENGTH(FEET) = 30.52 MANNING'S N I ES'rIMATED PIPE DIAMETER (INCH) = 18.00 PIPEFLOW THRU SUBAREA(CFS) = 7.28 TRAVEL TIME (MIN.) = .08 TC (MIN.) .013 NUMBER OF PIPES = 1 8.80 '***,t*********************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 8 ~~~_\~ 1- - - - -- --- - ----- ----- -- - ---- - --- ----- - --- - ---- - --- - - - - - - -- - - - -- - - --- -- - --- -- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ----.------------------------------------------------------------------------ ----.------------------------------------------------------------------------ I i I 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = SO:IL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .30 TOTAL AREA(ACRES) = 3.40 TC(MIN) = 8.80 2.558 COEFFICIENT = .8739 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = .67 7.95 I***.t*********************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 3 I-~~;~~~~;~~~~-~~~~~~;~-;~~~;~~-;~~-~~~~~~~~~------------------------ >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< 1==='======================================================================== ~~ I DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.6 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 6.6 I UPSTREAM NODE ELEVATION = 78.42 DOWNSTREAM NODE ELEVATION = 77.98 FLOWLENGTH(FEET) = 41.00 MANNING'S N = .013 I ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) = 7.95 TR~VEL TlME(MIN.) = .10 TC(MIN.) 8.90 1 11*************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 8~"'" /:>-\4- 1--------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY (INCH/HOUR) = I SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .20 I TOTAL AREA (ACRES) = 3 . 60 TC(MIN) = 8.90 2.542 COEFFICIENT = .8737 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = .44 8.40 11*************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.10 IS CODE = 3 I >>>>>COMPlITE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPlITER-ESTlMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) 6.3 UPSTREAM NODE ELEVATION = 77.98 DOWNSTREAM NODE ELEVATION = 77.86 I FLOWLENGTH(FEET) = 12.98 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 8.40 I TR~VEL TlME(MIN.) = .03 TC(MIN.) = 1 8.93 1*************************************************************************** FLOW PROCESS FROM NODE 14.10 TO NODE 14.10 IS CODE = 8 ~ ~- '6 1t=~~~;~;o~~~i;;~~~;;i;~~;;~;~7~;;T~=:;~~;~:::======================= SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .10 TOTAL AREA(ACRES) 3.70 I TC(MIN) = 8.93 COEFFICIENT = .8737 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = .22 8.62 **************************************************************************** I-~~~~-~~~~~~~-~~~~-~~~~----~::~~-=~-~~~~----~::~~-~~-~~~~-~--_:------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =========================================================================== DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.5 INCHES I PIPE FLOW VELOCITY (FEET / SEC.) = 6 . 6 '<~ I UPSTREAM NODE ELEVATION = DOWNSTREAM NODE ELEVATION I FLOWLENGTH (FEET) = 38 . 00 ESTIMATED PIPE DIAMETER(INCH) PIPEFLOW THRU SUBAREA (CFS) = I TR!WEL TIME (MIN.) = . lO 77.86 77 .47 MANNING'S N = l8.00 8.62 TC (MIN.) = = .013 NUMBER OF PIPES = l 9.03 **************************************************************************** I-~~~~-=~~~~::_~~~~-~~~~----~:~~~-=~-~~~~----~:~~~-~:-~~~~_:_--~--~-~~~~ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1I===~~=;i~=~;;~~=~;;i;~~;;(~;~~/~;~)=:==;~~;~========================== SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = . 8736 SUBAREA AREA(ACRES) = .40 SUBAREA RUNOFF(CFS) = TOTAL AREA(ACRES) = 4.l0 TOTAL RUNOFF(CFS) = TC(MIN) = 9.03 I .88 9.50 **************************************************************************** I FLOW PROCESS FROM NODE l4. 20 TO NODE l5. 00 IS CODE = 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< It=;i;;~=;;=;~;;=~;==~~~~=~;~~=;~;i=~~==~;~;=~;~~i~========================== PIPEFLOW VELOCITY(FEET/SEC.) = 6.6 I UPSTREAM NODE ELEVATION = 77.47 DOWNSTREAM NODE ELEVATION = 76.l6 FLOWLENGTH(FEET) = l30.33 MANNING'S N = .Ol3 I ESTIMATED PIPE DIAMETER(INCH) = l8.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) = 9.50 TRAVEL TlME(MIN.) = .33 TC(MIN.) 9.36 l 11*************************************************************************** FLOW PROCESS FROM NODE l5. 00 TO NODE l5. 00 IS CODE = 8 ~~ ~_\ ::, I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ lO YEAR RAINFALL INTENSITY (INCH/HOUR) = 2.472 I SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(l/4 ACRE LOT) RUNOFF COEFFICIENT = .766l SUBAREA AREA(ACRES) = .90 SUBAREA RUNOFF(CFS) = I TOTAL AREA (ACRES) = 5.00 TOTAL RUNOFF(CFS) = TC(MIN) = 9.36 1..70 n.20 ~*************************************************************************** Fl,OW PROCESS FROM NODE l5.00 TO NODE l5.00 IS CODE = 8 ~r.:.-\I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ===:======================================================================== lO YEAR RAINFALL INTENSITY (INCH/HOUR) = 2.472 I SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUEAREA AREA(ACRES) = .20 I TOTAL AREA (ACRES) = 5.20 COEFFICIENT = .8732 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = .43 ll.63 \<Q I TC (MIN) = 9.36 1***;,*********************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 3 - - - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- I DEPTH OF FLOW IN 21.0 INCH PIPE IS 13.3 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 7.2 UPSTREAM NODE ELEVATION = 76.16 DO\iNSTREAM NODE ELEVATION = 75.01 FLOWLENGTH(FEET) = 108.43 MANNING'S N I ESTIMATED PIPE DIAMETER(INCH) = 21.00 PIPEFLOW THRU SUBAREA (CFS) 11. 63 I TRAVEL TIME (MIN.) = .25 TC(MIN.) = .013 NUMBER OF PIPES 1 9.61 1*************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 8 (~I::'- <-0 I >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ 10 YEAR RAINFALL INTENSITY (INCH/HOUR) = 2.436 SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF Sm,AREA AREA (ACRES) = .90 TOTAL AREA(ACRES) = 6.10 I TC(MIN) = 9.61 COEFFICIENT = .8729 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = 1.91 13.55 **************************************************************************** I_~~?~_~~?~~~~-~~?~-~?~~----~~:~~-=?_~?~~----~~:~~-~~-~?~~_~___=____________ >>:,>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATEDPIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 I DEPTH OF FLOW IN 18.0 INCH PIPE IS 6.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 25.0 UPSTREAM NODE ELEVATION = 75.01 DmiNSTREAM NODE ELEVATION = 17.13 I FLOWLENGTH(FEET) = 217.93 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) 13.55 I TRJ1.VEL TIME (MIN.) = .15 TC (MIN.) = 1 9.76 i***~~*********************************************************************** FLOW PROCESS FROM NODE 16.10 TO NODE 16.10 IS CODE = 8 ~~~ - - - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< I===~;=;;~=~~;;~~=~;;;;~~;;(~;;;/;~;;)=:==;~~~~========================== SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF Sm,AREA AREA(ACRES) .10 TOTAL AREA(ACRES) = 6.20 I TC(MIN) = 9.76 COEFFICIENT = .8728 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = .21 13.76 <' I 1*************************************************************************** FLOW PROCESS FROM NODE 1.6.1.0 TO NODE 1.7.00 IS CODE = 3 I >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ----------------------------------------------------------------------------- ----.------------------------------------------------------------------------ 1 DEPTH OF FLOW IN 1.8.0 INCH PIPE IS 1.4.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 9.2 UPSTREAM NODE ELEVATION = 71..1.3 - DOWNSTREAM NODE ELEVATION = 64.44 I FLOWLENGTH (FEET) = 346.27 MANNING'S N .01.3 ESTIMATED PIPE DIAMETER(INCH) = 1.8.00 NUMBER OF PIPES = 1. PIPEFLOW THRU SUBAREA (CFS) = 1.3.76 I TRAVEL TlME(MIN.) = .63 TC(MIN.) = 1.0.38 I***.t*********************************************************************** FLOW PROCESS FROM NODE 1.7.00 TO NODE 25.1.0 IS CODE = 3 . >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ===:======================================================================== DEPTH OF FLOW IN 24.0 INCH PIPE IS 1.7.5 INCHES I PIPEFLOW VELOCITY(FEET/SEC.) = 5.6 UPSTREAM NODE ELEVATION = 64.44 DOWNSTREAM NODE ELEVATION = 64.39 1 FLOWLENGTH (FEET) = 1. 0 . 00 MANNING'S N = . 01.3 ESTIMATED PIPE DIAMETER (INCH) 24.00 NUMBER OF PIPES PIPEFLOW THRU SUBAREA(CFS) = 1.3.76 1 TRAVEL TIME (MIN.) = .03 TC (MIN.) '= 1.0.41. 1. ****.~*********************************************************************** 1- =~'~~ - ~~~~~~~ - =~~~ - ~~~~ - - - _::: ~~ - ~~ - ~~~~ - - - _::: ~~ - ~~ - ~~~~ - ~ - - - ~ - ~~~ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< II==='~~=;;~=~~;;~~=~;;;;~~;;(~;~~/~~;;)=:==;~;;~========================== SOIL CLASSIFICATION IS "B" C~~RCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8721. SUBAREA AREA (ACRES) 2 . 70 SUBAREA RUNOFF (CFS) = TOTAL AREA(ACRES) = 8.90 TOTAL RUNOFF(CFS) = TC(MIN) = 1.0.41. I I **************************************************************************** 5.49 1.9.25 1- ~~'~~~;;::~ - ;~~~;~~~~ ~;~~;~~ ~:;~~~~~:~~~~~~ - ~~~~ - ~ - - _: - - - - - - - - - - -- >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< It=;;;~=~;=;~~;=~;==;;~~=~;~~=;~;;=~~==~;~;=~;~~;~========================== PIPEFLOW VELOCITY (FEET / SEC. ) 6 . 5 I UPSTREAM NODE ELEVATION = 64.39 DryN,NSTREAM NODE ELEVATION = 63.61. FLOWLENGTH (FEET) = 1.35.00 MANNING'S N = .01.3 I ES'rIMATED PIPE DIAMETER (INCH) = 27.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 1.9.25 1. \lb I TR1W~L TIME (MIN.) = .35 TC(MIN.) = 10.76 1*************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 10 1- - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>:>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< -;=========================================================================== 1***,.*********************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 21 ~~ ~- \ 1- - -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ====:======================================================================== ASSUMED INITIAL SUBAREA UNIFORM I DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 680.00 1 UPSTREAM ELEVATION = 86.00 DOWNSTREAM ELEVATION = 80.46 ELEVATION DIFFERENCE = 5.54 I TC = .303*[( 680.00**3)/( 5.54)]**.2 = 10.774 10 YEAR RAINFALL INTENSITY (INCH/HOUR) = 2.288 SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = . 8 71 7 SUBAREA RUNOFF (CFS) = 7.78 TO'rAL AREA (ACRES) = 3.90 TOTAL RUNOFF (CFS) = 7.78 11*************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE = 6 ~ &-L I-~~~~~~~~~~~-~;~~~;;~~~-;~~~~;~~-;~~~-~~~~~~~~~~---------------------- ============================================================================ UPSTREAM ELEVATION = 80.46 DOWNSTREAM ELEVATION = 79.80 I STREET LENGTH(FEET) = 105.00 CURB HEIGHT(INCHES) = 8. STREET HALFWIDTH(FEET) = 40.00 I I SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 I I I I I DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK = INTERIOR STREET CROSSFALL(DEClMAL) = .032 OUTSIDE STREET CROSSFALL(DEClMAL) = .080 38.00 **TRAVELTlME COMPUTED USING MEAN FLOW(CFS) STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) = .57 HALFSTREET FLOODWIDTH(FEET) = 13.58 AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = 1.58 S'I'REETFLOW TRAVELTIME (MIN) = .63 TC (MIN) = 8.65 2.78 11. 40 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.217 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8711 SUBAREA AREA(ACRES) = .90 SUBAREA RUNOFF (CFS) = SUMMED AREA(ACRES) = 4.80 TOTAL RUNOFF(CFS) END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH (FEET) = .59 HALFSTREET FLOODWIDTH(FEET) = 1. 74 9.52 14.17 '\<\ I "FLOW"VELOCITY(FEET/SEC.) = 2.82 DEPTH*VELOCITY = L66 1*************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 3 1- - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>:>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================= I DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 8.7 UPSTREAM NODE ELEVATION = 75.52 I DOlVNSTREAM NODE ELEVATION = 69.99 FLOWLENGTH(FEET) = 276.88 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = I PIPEFLOW THRU SUBAREA (CFS) = 9.52 TRl~VEL TIME (MIN.) = .53 TC (MIN. ) 1 n.93 I***~~*********************************************************************** - - ~~(~~ - =~~~~~~ - ~~~~ - ~~~~ - - - - ~~: ~~ - =~ - ~~~~ - - - - ~~: ~~ - ~~ - ~~~~ - ~ - - - ~ - ~-~? I >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ===:======================================================================== :LO YEAR RAINFALL INTENSITY (INCH/HOUR) = 2.163 I SOIL CLASSIFICATION IS "B" Crn~RCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = 1.40 TOTAL AREA(ACRES) = 6.20 I TC(MIN) = 11.93 COEFFICIENT = .8706 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = 2.64 12.15 I***~~*********************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 17.10 IS CODE = 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ===:===========================~============================================ DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.6 INCHES I PIPEFLOW VELOCITY(FEET/SEC.) = 9.2 UPSTREAM NODE ELEVATION = 69.99 DOWNSTREAM NODE ELEVATION = 65.27 FLOWLENGTH(FEET) = 235.69 MANNING'S N = .013 I ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 12.15 TRAVEL TIME (MIN.) = .43 TC(MIN.) 12.36 I ****.t*********************************************************************** 1_ ~~(~~ - =~~~~~~ - ~~~~ - ~~~~ - - - - ~ ~ : ~~ - =~ - ~~~~ - - - - ~ ~ : ~ ~ - ~~ - ~~~~ - ~ - - - ~ - ~~- '?:: '7_ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< I=::~~=~~:~~~~~:~~;~~~;;(~;;~/~~~)=:==;~~;~========================== Crn~RCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8702 I Sm3AREA AREA (ACRES) = L 30 SUBAREA RUNOFF (CFS) = 2 .40 TOTAL AREA (ACRES) = 7 .50 TOTAL RUNOFF (CFS) = 14 . 55 TC(MIN) = 12.36 I ~ I ****,~*********************************************************************** 1- :~(~~ - ~~~~~~~ - :~~~ - ~~~~ - - - - ~ ? : ~ ~ - =~ - ~~~~ - - - - ~ ? : ~ ~ - ~~ - ~~~~ - ~ - - - ~ - ~ ~=- ~ - >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< I===:~~=;~~=~~;;~~=~;;~;;~;;(~;~~/~;~)=:==;~~;~========================== SOIL CLASSIFICATION IS "B" Crn~RCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8702 SUBAREA AREA(ACRES) = .80 SUBAREA RUNOFF (CFS) = TOTAL AREA (ACRES) = 8.30 TOTAL RUNOFF(CFS) = TC(MIN) = 12.36 I I ****~r*********************************************************************** 1.48 16.03 I-:~~~~;~:;~~-r~~~~~~~~;~;~~;~~=;~~~~~~~~~~~~~-~~~~-~---~------------ >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< I=;;;;;=;;=;~;;=~;==;;~~=~;~~=;~;;=~;==~;~~=~;~~~;========================== PIPEFLOW VELOCITY(FEET/SEC.) = 5.9 I UPSTREAM NODE ELEVATION = 65.02 Drn~STREAM NODE ELEVATION = 64.78 FLOWLENGTH(FEET) = 47.70 MANNING'S N I ESTIMATED PIPE DIAMETER(INCH) 27.00 PIPEFLOW THRU SUBAREA (CFS) = 16.03 TRAVEL TIME (MIN.) = .13 TC(MIN.) = 12.50 .013 NUMBER OF PIPES = 1 I***~r*********************************************************************** FLOW PROCESS FROM NODE 17.20 TO NODE 17.20 IS CODE = 10 .- - - .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ----------------------------------------------------------------------------- ----.------------------------------------------------------------------------ 1*************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 21 ~--(':) c_ \ 1- ~~.~~~~;~;~~ - ~;~;~ - ~~~;~~- ;~~~~- ;,;.~~;~;~~~~~ - - - - - - - - - - - - - - - - - - - - - - -- ----.------------------------------------------------------------------------ ----.------------------------------------------------------------------------ ASSUMED INITIAL SUBAREA UNIFORM I DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE)] **.2 INITIAL SUBAREA FLOW-LENGTH = 365.00 I UPSTREAM ELEVATION = 85.48 DOWNSTREAM ELEVATION = 83.20 EL:SVATION DIFFERENCE = 2.28 I TC = .303*[( 365.00**3)/( 2.28)]**.2 = 8.859 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.548 SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8738 SUBAREA RUNOFF(CFS) = 1.56 TOTAL AREA (ACRES) = .70 TOTAL RUNOFF (CFS) = 1. 56 I***ot*********************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 6 ~c.-'L 1- - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1>--- I '>>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<:<:<:<:<: ====:======================================================================== I UPSTREAM ELEVATION = STI~EET LENGTH(FEET) = STI~EET HALFWIDTH (FEET) I I I I I I I 83.20 390.00 = 43.00 DOWNSTREAM ELEVATION = CURB HEIGHT(INCHES) = 6. 75.20 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK INrERIOR STREET CROSSFALL(DECIMAL) = .020 O~rSIDE STREET CROSSFALL(DECIMAL) = .080 4~.00 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = ~ **TRAVELTIME COMPUTED USING MEAN FLOW (CFS) = STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) = .38 HALFSTREET FLOODWIDTH(FEET) = ~~.29 AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = ~.29 STREETFLOW TRAVELTIME (MIN) = ~.93 TC(MIN) = 4.87 3.37 ~0.79 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.286 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .87~7 SUBAREA AREA(ACRES) = 3.30 SUBAREA RUNOFF(CFS) = SUMMED AREA(ACRES) = 4.00 TOTAL RUNOFF(CFS) = END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH (FEET) = .43 HALFSTREET FLOODWIDTH(FEET) = ~3.85 FLOW VELOCITY(FEET/SEC.) = 3.89 DEPTH*VELOCITY = ~.69 6.58 8.~4 11*************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 6 ~C.-3 II-:::::~O~;;~-~;~~~;;~O~-~~~~;~~-;~~;-~~~~~:::::---------------------- ============================================================================ UPSTREAM ELEVATION = 75.20 DOWNSTREAM ELEVATION = 69.85 I STREET LENGTH (FEET) = 670.00 CURB HEIGHT(INCHES) = 6. STREET HALFWIDTH(FEET) = 43.00 I I SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = ~ I I I I I DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .080 41. 00 **TRAVELTIME COMPUTED USING MEAN FLOW (CFS) = 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) = .5~ HALFSTREET FLOODWIDTH(FEET) = ~7.70 AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = ~.44 STREETFLOW TRAVELTIME (MIN) = 3.96 TC(MIN) = ~4.75 9.3~ 2.82 ~o YEAR RAINFALL INTENSITY (INCH/HOUR) = SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT 1. 925 = .8683 1Jh I'Sill3AREA AREA(ACRES) = ~.40 SUBAREA RUNOFF(CFS) 2.34 Sm~D AREA(ACRES) = 5.40 TOTAL RUNOFF(CFS) = ~0.47 lEND OF SUBAREA STREETFLOW HYDRAULICS: DEJ?TH(FEET) = .52 HALFSTREET FLOODWIDTH(FEET) = ~8.34 FLOW VELOCITY(FEET/SEC.) = 2.97 DEPTH*VELOCITY = 1.55 1*************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE ~7.20 IS CODE = 11 1- - -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- >>>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN-STREAM MEMORY<<<<< ----------------------------------------------------------------------------- ----~------------------------------------------------------------------------ 1 ** MAIN STREAM I NUMB~R I STREAM CONFLUENCE DATA ** RUNOFF Tc INTENSITY (CFS) (MIN.) (INCH/HOUR) ~0.47 ~4.75 ~.925 AREA (ACRE) 5.40 ** MEMORY STREAM NUMBER ~ BANK # RUNOFF (CFS) ~6.03 2 CONFLUENCE DATA ** Tc INTENSITY (MIN.) (INCH/HOUR) ~2.50 2.~08 AREA (ACRE) 8.30 I*********************************WARNING********************************** IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC&WCD FORMULA OF PLATE D-~ AS DEFAULT VALUE. THIS FORMULA I WIl~L NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. ***,r********************************************************************** I ** PEAK STREAM NUMBER I ~ I FLOW RATE RUNOFF (CFS) 24.90 25.~0 TABLE ** Tc (MIN.) ~2.50 14.75 INTENSITY (INCH/HOUR) 2.~08 1. 925 COMPUTED CONFLUENCE PEAK FLOW RATE (CFS) TOTAL AREA (ACRES) = ESTIMATES ARE = 24.90 13.70 AS FOLLOWS: Tc (MIN.) = ~2.50 1***,,*********************************************************************** FLOW PROCESS FROM NODE 1.7.20 TO NODE 1.7.30 IS CODE = 3 1- - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I I I DEPTH OF FLOW IN 30.0 INCH PIPE IS 2~.6 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 6.6 UPSTREAM NODE ELEVATION = 64.28 DOWNSTREAM NODE ELEVATION = 63.80 FLOWLENGTH(FEET) = 93.~4 MANNING'S N = .0~3 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 24.90 TRAVEL TIME (MIN.) = .24 TC (MIN.) ~ ~2. 73 I***i~*********************************************************************** FLOW PROCESS FROM NODE ~ 7.30 TO NODE ~ 7.30 IS CODE = 8 ~c...-S I >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1J? --- - " - ., -,.- --,.' ,._-,:;-;:.::.:--..;. . I I~== :~~ =~;;; =;;.~;;~~=~~;;~ ~;~ (~;~;/;~~) =: ==; ~ ~;; = = == = === = == == == = = == = == = = = = . I SOIL CLASSIFICATION IS liB" COr~RCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8699 Sill3AREA AREA(ACRES) = 2.10 SUBAREA RUNOFF(CFS) I TOTAL AREA(ACRES) = 15.80 TOTAL RUNOFF(CFS) = I TC(MIN) = 12.73 3.81 28.72 1*************************************************************************** FLOW PROCESS FROM NODE 17.30 TO NODE 27.00 IS CODE = 3 - - - - .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ I DEPTH OF FLOW IN 30.0 INCH PIPE IS 21.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 7.8 UPSTREAM NODE ELEVATION = 63.81 DOWNSTREAM NODE ELEVATION = 63.61 I FLOWLENGTH(FEET) = 27.18 MANNING'S N = .013 ESTIMATED PIPE DIAMETER (INCH) = 30.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) = 28 . 72 I TRAVEL TIME (MIN.) = .06 TC (MIN.) 1 12.79 **************************************************************************** I_~~'~~-~~~~~~~-~~~~-~~~~----~?:~~-=~-~~~~----~?:~~-~~-~~~~_:_-~~------------ >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< 1=========================================================================== ** MAIN STREAM CONFLUENCE DATA ** I STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 28.72 12.79 2.082 I I *********************************WARNING********************************** I IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC&WCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. ************************************************************************** AREA (ACRE) ~5.80 ** MEMORY STREAM NUMBER 1 BANK # RUNOFF (CFS) 19.25 1 CONFLUENCE DATA ** Tc INTENSITY (MIN.) (INCH/HOUR) 10.76 2.289 AREA (ACRE) 8.90 I I I COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE (CFS) 46.22 Tc(MIN.) = 12.79 TOTAL AREA(ACRES) = 24.70 1=========================================================================== END OF STUDY SUMMARY: PE.AK FLOW RATE (CFS) = 46.22 Tc (MIN.) = 12.79 I TOTAL AREA(ACRES) = 24.70 ** PEAK STREAM NUMBER 1 2 FLOW RATE RUNOFF (CFS) 43.41 46.22 TABLE ** Tc (MIN.) 10.76 12.79 INTENSITY (INCH/HOUR) 2.289 2.082 1A I~====~============================~======================================== END OF RATIONAL METHOD ANALYSIS I , I I I I I I I I I I 1 I I I I I I ~ I. ******~~********************************************************************* I I I I RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 1.5A Release Date: 01/01/96 License ID 1264 Analysis prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES 27555 YNEZ ROAD SUITE 400 TEMECULA, CA 92591-4679 (909) 676-8042 (909) 676-7240 i )" o o 1-;~~~-~~~-~6;=~~~~~;';---------------------------------------------------- TIME/DATE OF STUDY: 18: 0 4/27/1999 I-~:~~.:~~~~~~~~-~~~~~~:_~-~~~~~-~~~~~-~~~~~=~~~~----------------- USER SPECIFIED STORM EVENT(YEAR) = 100.00 I SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS (DECIMAL) TO USE 10-YEAR STORM 10-MlNUTE INTENSITY (INCH/HOUR) = 10-YFAR STORM 60-MlNUTE INTENSITY (INCH/HOUR) = I 100-YEAR STORM 10-MlNUTE INTENSITY (INCH/HOUR) 100-YEAR STORM 60-MlNUTE INTENSITY (INCH/HOUR) SLOPE OF 10-YEAR INTENSITY-DURATION CURVE = I SLOPE OF 100-YEAR INTENSITY-DURATION CURVE = COMPlITED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1-HOUR INTENSITY{INCH/HOUR) = 1.3000 I SLOPE OF INTENSITY DURATION CURVE = .5496 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED NOTE: COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC&WCD HYDROLOGY MANUAL AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES I FOR FRICTION 2.360 .880 = 3.480 = 1.300 .5505732 .5495536 SLOPE .95 ******~~********************************************************************* 1- ~~~~ - ~~~~~:: - ~~~~ - ~~~~ - - - - - ~: ~~ - =~ - ~~~~ - - - - - ~ : ~~ - ~: - ~~~~ - ~ - - ~ ~ - - ~:' - ~-~'- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< r========~~~;=~;~;~~=~~~;~=;;~;~~==================================== DEVELOPMENT IS COMMERCIAL TC = K*[{LENGTH**3)/{ELEVATION CHANGE)] **.2 I INITIAL SUBAREA FLOW-LENGTH = 265.00 UPSTREAM ELEVATION = 111.33 DOWNSTREAM ELEVATION = 108.67 I ELEV1.TION DIFFERENCE = 2.66 TC = .303*[{ 265.00**3)/{ 2.66)]**.2 = 7.089 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 4.204 SOIL CLASSIFICATION IS "B" I CO~;RCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8820 SUBAREA RUNOFF(CFS) = 1.11 TOTAL AREA (ACRES) = .30 TOTAL RUNOFF (CFS) = 1. 11 I ******i~*********************************************************************_~ I FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 3 'VV 1- _ _ _ '_ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< . >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< IF===:======================================================================= ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 I DEPTH OF FLOW IN 18.0 INCH PIPE IS 4.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 3.3 UPSTREAM NODE ELEVATION = 81.31 DO~mSTREAM NODE ELEVATION = 80.66 I FLOWLENGTH(FEET) = 99.67 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) = 1. 11 I TRl.VEL TIME (MIN.) = .51 TC (MIN.) = 1 7.60 1*************************************************************************** FLOW PROCESS FROM NODE 3 . 00 TO NODE 3 . 00 IS CODE = 8 ~~t:> r.. - 7- - - - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< I==~~;;=;~~=~~;;~Z=~;;~;;~;;(~;~~/~~;;)=:==~~;~;========================== SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .20 TOTAL AREA(ACRES) .50 I TC(MIN) = 7.60 COEFFICIENT = .8815 SUBAREA RUNOFF (CFS) TOTAL RUNOFF(CFS) = .71 1. 83 ****,~***************************~******************************************* I-~~~)~-=~~~~::_~~~~-~~~~-----~:~~-=~-~~~~-----~:~~-~:-~~~~_:_--~------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<<< =========================================================================== ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 5.7 INCHES I PIPEFLOW VELOCITY(FEET/SEC.) = 3.8 UPSTREAM NODE ELEVATION = 80.66 Drn~STREAM NODE ELEVATION = 80.54 1 FLOWLENGTH(FEET) = 17.45 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 1.83 I TRAVEL TIME(MIN.) = .08 TC(MIN.) 1 7.67 **************************************************************************** I-~~~~-=~~~~::_~~~~-~~~~-----~:~~-=~-~~~~-----~:~~-~:-~~~~_:_--~--~-~~?- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< I==~;;=;~~=~~;;~Z=~;;~;;~;;(~;~~/~~;;)=:==~~;;~========================== SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .50 TOTAL AREA(ACRES) = 1.00 TC(MIN) = 7.67 I COEFFICIENT = .8814 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = 1. 77 3.60 I FLOW PROCESS FROM NODE ****,t*********************************************************************** 11'\ I 4.00 TO NODE 5.00 IS CODE = 3 '~ 1Il~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ _ c _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - _ _ >>:.>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< . >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW}<<<<< IF===:======================================================================= ESTIMATED PIPE DIAMETER (INCH) INCREASED TO 18.000 I DEPTH OF FLOW IN 18.0 INCH PIPE IS 8.3 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 4.5 UPSTREAM NODE ELEVATION ~ 80.54 DOvmSTREAM NODE ELEVATION ~ 80.42 III FLOWLENGTH(FEET} ~ 18.55 MANNING'S N .013 ESTIMATED PIPE DIAMETER(INCH} ~ 18.00 NUMBER OF PIPES PIPEFLOW THRU SUBAREA(CFS} ~ 3.60 III TRl.VEL TIME (MIN.) ~ .07 TC (MIN.) ~ 1 7.74 ****i~*********************************************************************** III_~~?~_~~~~~~~-~~~~-~~~~----_::~~-=~-~~~~----_::~~-~~-~~~~_~___~__~-~__~~ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1~~~~~~~i~~~~;;;Z~~~;;i;~~;;(~;~~7~~~)~:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA (ACRES) . 2 0 TOTAL AREA(ACRES) = 1.20 I TC(MIN} ~ 7.74 COEFFICIENT ~ .8813 SUBAREA RUNOFF (CFS) ~ TOTAL RUNOFF (CFS) ~ .71 4.31 **************************************************************************** I-~~?~-~~~~~~~-~~~~-~~~~----_::~~-=~-~~~~-----~:~~-~~-~~~~-~--_:_----------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< III >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW}<<<<< =========================================================================== ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 9.2 INCHES I PIPEFLOW VELOCITY(FEET/SEC.} ~ 4.7 UPSTREAM NODE ELEVATION ~ 80.42 DOlVNSTREAM NODE ELEVATION ~ 80.20 1 FLOWLENGTH(FEET} ~ 34.00 MANNING'S N ~ .013 ESTIMATED PIPE DIAMETER(INCH} - 18.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA (CFS) 4.31 III TRAVEL TIME (MIN.) ~ .12 TC (MIN.) ~ 1 7.86 **************************************************************************** III-~~~~-~~~~~~~-~~~~-~~~~-----~:~~-=~-~~~~-----~:~~-~~-~~~~-~---~--~!:~? >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1I~~~~~~~i~~~~;;;Z~~~;;i;~~;~(~;~~7~~~)~:~~;~;;;~~~~~~~~~~~~~~~~~~~~~~~~~~ SOIL CLASSIFICATION IS "B" III COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8812 SUBAREA AREA(ACRES) ~ .20 SUBAREA RUNOFF (CFS) ~ TO'rAL AREA (ACRES) ~ 1.40 TOTAL RUNOFF (CFS) ~ TC(MIN} ~ 7.86 I .70 5.01 ****ot*********************************************************************** I FLOW PROCESS FROM NODE 6.00 TO NODE 7.00 IS CODE ~ 3 1}b III - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<<< =========================================================================== ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 I DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.0 UPSTREAM NODE ELEVATION = 80.20 DOWNSTREAM NODE ELEVATION = 79.97 I FLOWLENGTH(FEET) = 34.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) 5.01 I TRAVEL TIME (MIN.) = . n TC (MIN. ) 1 7.98 **************************************************************************** Il_~~~~_=~~~~~~_~~~~_~~~~_____?:~~_=~_~~~~_____?:~~_~~_~~~~_~___~__~~_~!~~~ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< It==~;;=~iii=~i;;~~=i;;i;;i;~{i;~~/~;~)=:==;~;~;========================== SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .20 TOTAL AREA (ACRES) = 1.60 III TC (MIN) = 7 .98 COEFFICIENT = .8811 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = .69 5.70 **************************************************************************** IJ-~~~~-=~~~~~~-~~~~-~~~~-----?:~~-=~-~~~~-----~:~~-~~-~~~~-~---=------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =========================================================================== DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.1 III UPSTREAM NODE ELEVATION = 79.97 DOWNSTREAM NODE ELEVATION = 79.74 FLOWLENGTH(FEET) = 34.67 MANNING'S N = .013 III ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 5.70 TRAVEL TIME (MIN.) = . n TC (MIN.) = 1 8.09 IL*************************************************************************** FLOW PROCESS FROM NODE 8.00 TO NODE 8.00 IS CODE = 8 ~ (.:>-1 1--------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- III 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) .20 I TOTAL AREA(ACRES) = 1.80 TC(MIN) = 8.09 3.910 COEFFICIENT = .8810 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = .69 6.39 ~*************************************************************************** FLOW PROCESS FROM NODE 8.00 TO NODE 9.00 IS CODE = 3 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1J\ I >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< Ir;;~;;;=;;=;~;;=i;==~~~;=i;~~=;i;;=i;==~~~~=i;~~;;========================== PIPEFLOW VELOCITY(FEET/SEC.) = 5.2 UPSTREAM NODE ELEVATION = 79.74 I DOvmSTREAM NODE ELEVATION = 79.54 FLOWLENGTH(FEET) = 30.00 MANNING'S N .013 ESTIMATED PIPE DIAMETER(INCH) 18.00 NUMBER OF PIPES 1 I PIPEFLOW THRU SUBAREA(CFS) = 6.39 TRlI.VEL TIME (MIN.) = .10 TC (MIN.) 8.19 I***ir*********************************************************************** FLOW PROCESS FROM NODE 9.00 TO NODE 9.00 IS CODE = 8 ~ (.:.-e:, I--~~;~~~~;~;~;~-;~-~~~~~-;;-~~~~~-~~~-~~;~~~~~~----------------------- ============================================================================ 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.885 I SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .20 I TOTAL AREA(ACRES) = 2.00 TC(MIN) = 8.19 COEFFICIENT = .8809 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = .68 7.07 1*************************************************************************** FLOW PROCESS FROM NODE 9.00 TO NODE 10.00 IS CODE = 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ I DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) 5.2 UPSTREAM NODE ELEVATION = 79.54 DO~~STREAM NODE ELEVATION = 79.35 I FLOWLENGTH(FEET) = 30.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) 18.00 NUMBER OF PIPES PIPEFLOW THRU SUBAREA(CFS) = 7.07 I TRAVEL TIME(MIN.) = .10 TC(MIN.) = 1 8.28 ****,r*********************************************************************** I_~~~~_~~~~~~~-~~~~-~~~~----~~:~~-=~-~~~~----~~:~~-~~-~~~~_~_--~--~~~-~-~~ >>:>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1==~;;;=;i;;=~i;;iZ~=i;;;~;i;;(i;~~/~~;;)=:==;~~~;========================== SOIL CLASSIFICATION IS "B" I COlolMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA (ACRES) = .20 TOTAL AREA(ACRES) = 2.20 I TC(MIN) = 8.28 COEFFICIENT = .8808 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = .68 7.75 ****~~*********************************************************************** I FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>:>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>:>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< IL~~=:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.7 INCHES I PIPEFLOW VELOCITY(FEET/SEC.) ~ 5.4 UPSTREAM NODE ELEVATION ~ 79.35 DOWNSTREAM NODE ELEVATION ~ 79.16 I FLOWLENGTH(FEET) ~ 28.42 MANNING'S N ~ .013 ESTIMATED PIPE DIAMETER(INCH) ~ 18.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA (CFS) ~ 7.75 TR1~VEL TIME (MIN.) ~ .09 TC (MIN.) ~ 8.37 I 1 **************************************************************************** I FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE ~ 8 ~ ~-lu - - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>:>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< I-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 100 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 3.837 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF I SUBAREA AREA (ACRES) ~ .30 TO'rAL AREA (ACRES) ~ 2 .50 TC(MIN) ~ 8.37 COEFFICIENT ~ .8807 SUBAREA RUNOFF (CFS) ~ TOTAL RUNOFF(CFS) ~ 1.01 8.77 ,***..*********************************************************************** I-~~~~~~~~~~~-~~~~;~;~~;~;~~;~~=~~~~~~~:~~~~~-~~~~-~---:------------ >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< II~;;;~~~;~;~~;~~;~~;~~;~~;~~~;~;;~~~~~~;~;~~;~~;~~~~~~~~~~~~~~~~~~~~~~~~~~~ PIPEFLOW VELOCITY(FEET/SEC.) 5.7 I UPSTREAM NODE ELEVATION ~ 79.16 DOWNSTREAM NODE ELEVATION ~ 78.86 FLOWLENGTH(FEET) ~ 45.17 MANNING'S N ~ .013 ESTIMATED PIPE DIAMETER(INCH) ~ 21.00 NUMBER OF PIPES ~ 1 I PIPEFLOW THRU SUBAREA (CFS) ~ 8 . 77 TR~VEL TIME (MIN.) ~ .13 TC(MIN.) ~ 8.50 11*************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 12.00 IS CODE ~ 8 ~~~-\\ Il-~~~~~~~~;~~~-~;-~~~~~-;~-~~~~~-~~~-;~~~~~~~~----------------------- -=========================================================================== 100 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 3.804 I SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA (ACRES) ~ .30 I TOTAL AREA (ACRES) ~ 2.80 TC(MIN) ~ 8.50 COEFFICIENT ~ .8806 SUBAREA RUNOFF(CFS) ~ TOTAL RUNOFF(CFS) ~ 1. 00 9.77 1*************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 12.10 IS CODE ~ 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.0 INCHES '1p I I I PIPEFLOW VELOCITY(FEET/SEC.) UPSTREAM NODE ELEVATION = DO.WNSTREAM NODE ELEVATION = FLOWLENGTH(FEET) = 19.90 ESTIMATED PIPE DIAMETER(INCH) PIPEFLOW THRU SUBAREA(CFS) = TR~VEL TIME (MIN.) = .06 == 5.7 78.86 78.73 MANNING'S N = 21. 00 9.77 TC (MIN.) = ;:; .013 NUMBER OF PIPES = 1 8.56 1*************************************************************************** FLOW PROCESS FROM NODE 12.10 TO NODE 12.10 IS CODE = 8 ~ P._\"L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< =========================================================================== 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.790 I SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .30 TOTAL AREA(ACRES) = 3.10 I TC(MIN) = 8.56 COEFFICIENT = .8805 SUBAREA RUNOFF(CFS) TOTAL RUNOFF(CFS) = 1. 00 10.77 1*************************************************************************** FLOW PROCESS FROM NODE 12.10 TO NODE 13.00 IS CODE = 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =========================================================================== DEPTH OF FLOW IN 21.0 INCH PIPE IS 12.9 INCHES I PIPEFLOW VELOCITY (FEET/SEC.) 7.0 UPSTREAM NODE ELEVATION = 78.73 DOWNSTREAM NODE ELEVATION = 78.42 FLOWLENGTH(FEET) = 30.52 MANNING'S N = .013 I ESTIMATED PIPE DIAMETER (INCH) = 21. 00 NUMBER OF PIPES = 1 PIPEFLOW TrlRU SUBAREA(CFS) = 10.77 TRAVEL TIME (MIN.) = .07 TC(MIN.) = 8.63 I **************************************************************************** II-~~~~-:~~~~::_~~~~-~~~~----~==~~-=~-~~~~----~==~~-~:-~~~~-:---~--~-~~~~ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< If=:~~~=~~:~~~~~:~~;~~~;;{~;~;/;;~)=:==;~;;;========================== COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8804 II SUBAREA AREA (ACRES) = . 30 SUBAREA RUNOFF (CFS) = 1 . 00 TOTAL AREA(ACRES) = 3.40 TOTAL RUNOFF(CFS) = 11.77 TC(MIN) = 8.63 1[*************************************************************************** Fl,OW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 3 It-~~~~~~;~~~-~~~~;~;~-;~~~~;~~-;~~~-~~~~~:::::------------------------ >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< It=;;;;;=;;=;~;;=~;==;~~;=~;~;=;~;;=~~==~;~~=~;~;;~========================== PIPEFLOW VELOCITY(FEET/SEC.) 7.3 I UPSTREAM NODE ELEVATION = 78.42 '?" IDO~~STREAM NODE ELEVATION = FLOWLENGTH(FEET) = 41.00 I ESTIMATED PIPE DIAMETER(INCH) PIPEFLOW THRU SUBAREA(CFS) = TRA,VEL TIME (MIN.) = .09 77 ;98 MANNING'S N = .013 = 21.00 NUMBER OF PIPES = 11. 77 TC(MIN.) = 8.73 1 Il************************************************************************** I-:~~~~~;~;~~~~;~~~~~~~-;;~~~~~~~~~~~~-~~;~~~~~~-~~~~-~---~--~~~~ =;===:======================================================================= I 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = SOIL CLASSIFICATION IS "B" CO~~RCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) .20 I TOTAL AREA(ACRES) = 3.60 TC{MIN) = 8.73 3.750 COEFFICIENT = .8803 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = .66 12.43 1*************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.10 IS CODE = 3 I-~~;~~~~~~;;~-~~~~~~~~-;~;~~;~~-;~~-~~~~~~~~~------------------------ >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< I=~~~~:g~=~~~:~~:~~~:~~~~g~~;~;;=~~:=~~~;=i;~~;~========================== UPSTREAM NODE ELEVATION = 77.98 I DOWNSTREAM NODE ELEVATION = 77.86 FLOWLENGTH(FEET) = 12.98 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA (CFS) 12.43 TRAVEL TIME (MIN.) = .03 TC(MIN.) = 1 8.76 1*************************************************************************** FLOW PROCESS FROM NODE 14.10 TO NODE 14.10 IS CODE = 8 ~-c. ~-IS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< =========================================================================== 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.743 I SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .10 TOTAL AREA(ACRES) = 3.70 1 TC(MIN) = 8.76 COEFFICIENT = .8803 SUBAREA RUNOFF (CFS) = TOTAL RUNOFF(CFS) = .33 12.76 1*************************************************************************** FLOW PROCESS FROM NODE 14.10 TO NODE 14.20 IS CODE = 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< Il=:::::~::~:=:~~~~~~:~:::~:~~=~:~~:::~=~~~~:~~~::~~=~~~~~:::::=========== DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.4 INCHES 1 PIPEFLOW VELOCITY(FEET/SEC.) = 7.3 UPSTREAM NODE ELEVATION = 77.86 DOWNSTREAM NODE ELEVATION = 77.47 1 FLOWLENGTH(FEET) = 38.00 MANNING'S N = .013 :,~ I ES'I,'IMATED PIPE DIAMETER(INCH) PIPEFLOW THRU SUBAREA (CFS) I TRAVEL TIME (MIN.) = .09 = 21. 00 12.76 TC(MIN.) = NUMBER OF PIPES = 1 8.85 (************************************************************************** FLOW PROCESS FROM NODE 14.20 TO NODE 14.20 IS CODE = 8 ~~~-\~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1F:~~;:~~:~~;;~~~;;;~~~;;~;;;7~;~~~=:;~;;;:::======================= SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .40 TOTAL AREA(ACRES) = 4.10 1 TC(MIN) = 8.85 COEFFICIENT = .8802 SUBAREA RUNOFF(CFS) TOTAL RUNOFF(CFS) = 1.31 14.07 ****i~*********************************************************************** I-~~~~-:~~~~~~-~~~~-~~~~---_:~:~~-=~-~~~~---_:~:~~-~~-~~~~-~---:------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< 1 >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =========================================================================== DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.7 INCHES I PIPEFLOW VELOCITY(FEET/SEC.) = 7.3 UPSTREAM NODE ELEVATION = 77.47 DOWNSTREAM NODE ELEVATION = 76.16 FLOWLENGTH(FEET) = 130.33 MANNING'S N I ESTIMATED PIPE DIAMETER(INCH) = 21.00 PIPEFLOW THRU SUBAREA(CFS) = 14.07 TR1\.VEL TIME (MIN.) = .30 TC (MIN.) = .013 NUMBER OF PIPES = 1 9.14 I **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 8 ~~ ~-\ ~ 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================= 1 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.655 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(l/4 ACRE LOT) RUNOFF COEFFICIENT = .7998 I SUBAREA AREA (ACRES) = . 90 SUBAREA RUNOFF (CFS) = 2 . 63 TOTAL AREA(ACRES) = 5.00 TOTAL RUNOFF(CFS) = 16.70 TC(MIN) = 9.14 I***,t*********************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 8 ~~-tl 1--------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 1 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .20 1 TOTAL AREA(ACRES) = 5.20 TC(MIN) = 9.14 I 3.655 COEFFICIENT = .8800 SUBAREA RUNOFF (CFS) TOTAL RUNOFF(CFS) = .64 17.34 ~ 1***,,*********************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 3 I-~~;~~~~~~~~~-~~~~~~~~-~;~~~~~-~~~-~~~~~~~~~------------------------ >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< I=;i;;~=;;=;~;;=i;==;~:~=i;;~=;i;i=i~==~~:;=i;;~i~========================== PIPEFLOW VELOCITY(FEET/SEC.) = 8.0 UPSTREAM NODE ELEVATION = 76.16 1 Drn~STREAM NODE ELEVATION = 75.01 FLOWLENGTH(FEET) = 108.43 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES 1 I PIPEFLOW THRU SUBAREA(CFS) = 17.34 TRAVEL TlME(MIN.) = .23 TC(MIN.) = 9.37 1*************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 8 ~~ J.:>.'-~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< =========================================================================== 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.606 I SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .90 1 TOTAL AREA(ACRES) = 6.10 TC(MIN) = 9.37 COEFFICIENT = .8797 SUBAREA RUNOFF (CFS) TOTAL RUNOFF(CFS) = 2.86 20.20 1*************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.10 IS CODE = 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . 1 >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ I ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 7.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 27.9 UPSTREAM NODE ELEVATION = 75.01 I DOWNSTREAM NODE ELEVATION = 17.13 FLOWLENGTH(FEET) = 217.93 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = I PIPE FLOW THRU SUBAREA (CFS) = 20 .20 TRAVEL TIME (MIN.) = .13 TC(MIN.) = 1 9.50 1*************************************************************************** FLOW PROCESS FROM NODE 16.10 TO NODE 16.10 IS CODE = 8 ~lU::I::> (:>.-2.\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ~=========================================================================== 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.579 I SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8796 SUBAREA AREA(ACRES) = .10 SUBAREA RUNOFF(CFS) = .31 TOTAL AREA(ACRES) = 6.20 TOTAL RUNOFF (CFS) = 20.52 I TC(MIN) = 9.50 ~ Ir***************************************************************************~ 1 FLOW PROCESS FROM NODE 16.10 TO NODE 17.00 IS CODE = 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>.>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ---------------------------------------------------------------------------- -----.----------------------------------------------------------------------- 1 DEPTH OF FLOW IN 21.0 INCH PIPE IS 16.4 PIPEFLOW VELOCITY(FEET/SEC.) = 10.2 UPSTREAM NODE ELEVATION = 71.13 DOWNSTREAM NODE ELEVATION = 64.44 I FLOWLENGTH(FEET) = 346.27 MANNING'S N ESTIMATED PIPE DIAMETER (INCH) = 21. 00 PIPEFLOW THRU SUBAREA(CFS) = 20.52 I TRJ.VEL TIME (MIN.) = .57 TC (MIN.) = INCHES .013 NUMBER OF PIPES = 1 10.07 I***i~*********************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 25.10 IS CODE = 3 - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =========================================================================== DEPTH OF FLOW IN 27.0 INCH PIPE IS 21.2 INCHES I PIPEFLOW VELOCITY(FEET/SEC.) = 6.1 UPSTREAM NODE ELEVATION = 64.44 DOWNSTREAM NODE ELEVATION = 64.39 I FLOWLENGTH(FEET) = 10.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) 27.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 20.52 TRAVEL TIME (MIN.) = .03 TC(MIN.) = 10.10 1 1 **************************************************************************** I-~~~~-~~~~~~~-~~~~-~~~~----~::~~-=~-~~~~----~::~~-~~-~~~~-~---~---~~-~~~ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< I==~~~=~;~=~i;;~~=i;;;;~i;~(i;~~/~~~)=:==;~~~;========================== SOIL CLASSIFICATION IS "B" C01~RCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8791 I SUBAREA AREA(ACRES) = 2.70 SUBAREA RUNOFF(CFS) = 8.22 TOTAL AREA(ACRES) = 8.90 TOTAL RUNOFF(CFS) = 28.73 TC(MIN) = 10.10 '* **'k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * FLOW PROCESS FROM NODE 25.10 TO NODE 25.10 IS CODE = 7 ~~:::::~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:::::~~~~~~~~~~ I USER-SPECIFIED VALUES ARE AS FOLLOWS: ~ r.>-<2=--r.:> C--'3> TC(MIN) = 10.10 RAIN INTENSITY (INCH/HOUR) = 3.46 -z.."3.,,\:,.-\~:\ ..".~c.A-~ TOTAL AREA(ACRES) = 8.90 TOTAL RUNOFF(CFS) = 32.43 1I***'k*********************************************************************** I-~~~~:~;~~~-~~~~~~~~~;~~~~~~~=~~~~;~~~~~~~:~~-~~~~-~---~------------ -f -~~=~~~~=~~_:~~~~~~~~:=~:~~-~=~~~=~~-~~~~~~~~~~~~-~~~~~~~~~~-----------~ It---.------------------------------------------------------------------------~ .IDE~TH OF FLOW IN 33.0 INCH PIPE IS 22.9 INCHES _ PIPEFLOW VELOCITY(FEET/SEC.) = 7.4 1 UPSTREAM NODE ELEVATION = 64.39 DOWNSTREAM NODE ELEVATION = 63.61 FLOWLENGTH(FEET) = 135.00 MANNING'S N = .013 I ES'I'IMATED PIPE DIAMETER (INCH) = 33.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 32.43 TRAVEL TIME (MIN.) = .31 TC(MIN.) = 10.41 1 IL************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 10 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY 3ANK # 1 <<<<< =====:======================================================================= '*************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 21 ~~ ~-\ I-::;.::~;~~~~-~~~~-~~~;~~-~~~~~-~~~~~~~~~~~------------------------ ============================================================================ I ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE)] **.2 I INITIAL SUBAREA FLOW-LENGTH = 680.00 UPSTREAM ELEVATION = 86.00 DOWNSTREAM ELEVATION = 80.46 ELEVATION DIFFERENCE = 5.54 1 TC = .303*[( 680.00**3)/( 5.54)]**.2 = 10.774 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.340 SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8785 SUBAREA RUNOFF (CFS) = 11.44 TOTAL AREA (ACRES) = 3.90 TOTAL RUNOF?(CFS) = 11. 44 1*************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE = 6 ~~ IC-~ 1- - -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< ============================================================================ I UPSTREAM ELEVATION = STREET LENGTH(FEET) = STREET HALFWIDTH(FEET) I 1 1 I I 80.46 105.00 = 40.00 DOWNSTREAM ELEVATION = CURB HEIGHT(INCHES) = 8. 79.80 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK = INfERIOR STREET CROSSFALL(DECIMAL) = .032 O~fSIDE STREET CROSSFALL(DECIMAL) = .080 38.00 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) = .63 HALFSTREET FLOODWIDTH(FEET) = 15.36 AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = 2.02 STREETFLOW TRAVELTIME (MIN) = .54 TC (MIK) = 12.73 3.23 11.32 4 I 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.251 SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8781 SUBAREA AREA(ACRES) = .90 SUBAREA RUNOFF (CFS) = 2.57 SUMMED AREA(ACRES) = 4.80 TOTAL RUNOFF (CFS) = 14.01 lEND OF SUBAREA STREETFLOW HYDRAULICS: DEPTH (FEET) = .66 HALFSTREET FLOODWIDTH(FEET) 16.55 FLOW VELOCITY(FEET/SEC.) = 3.08 DEPTH*VELOCITY = 2.05 1***..*********************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 3 I-~~~~~~~~;;~-~i~~;~~~-~;~~~i~-~~~-~~~~~~~~~------------------------ >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< II=;;;~=;;=;~;;=~~==~~~;=~~~~=;~;;=~~==~~~;=~~~~;~========================== PIPEFLOW VELOCITY(FEET/SEC.) = 9.3 UPSTREAM NODE ELEVATION = 75.52 I DOWNSTREAM NODE ELEVATION = 69.99 FLOWLENGTH(FEET) = 276.88 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 I PIPEFLOW THRU SUBAREA(CFS) = 14.01 TRAVEL TIME (MIN.) = .49 TC(MIN.) = 11.81 11*************************************************************************** FLOW PROCESS FROM NODE 21. 00 TO NODE 21. 00 IS CODE = 8 c,Q;:c-r.:, B-3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< =========================================================================== 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.176 I SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) 1.40 I TOTAL AREA(ACRES) = 6.20 TC(MIN) = 11.81 COEFFICIENT = .8777 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = 3.90 17.92 1*************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 17.10 IS CODE = 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< I ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I I I DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 10.1 UPSTREAM NODE ELEVATION = 69.99 DOWNSTREAM NODE ELEVATION = 65.27 FLOWLENGTH(FEET) = 235.69 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 17.92 TRAVEL TIME (MIN.) = .39 TC(MIN.) = 12.20 1 **************************************************************************** I Fl,OW PROCESS FROM NODE 17.10 TO NODE 17.10 IS CODE = 8 RR=c e.-L\- -- -- -- -- - ----- -- - --- -- -- -- - --- - - --- - - -- - -- -- - - -- --- -- -- --- - -- - -- - - -- -- - -- --- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1===;=======================================================================~1v I 100 YEAR RAINFALL INTENSITY (INCH!HOUR) SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF SUEAREA AREA(ACRES) = 1.30 TOTAL AREA(ACRES); 7.50 I TC(MIN) = 12.20 3.120 COEFFICIENT = .8774 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = 3.56 21.47 *****,*********************************************************************** IL~~~~-~~~~~~~-~~~~-~~~~----~?:~~-=~-~~~~----~?:~~-~~-~~~~_~___~__~0~~~_ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 1t=~~;=;;;;=~i~;iZ~=i;;;;~i;;(i~~~/~;;;)=:==;~~;;========================== SOIL CLASSIFICATION IS "B" I CO~~RCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = .80 TOTAL AREA(ACRES) = 8.30 I TC(MIN) = 12.20 COEFFICIENT = .8774 SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = 2.19 23.66 ****~~*********************************************************************** I II I 1*************************************************************************** FLOW PROCESS FROM NODE 17.20 TO NODE 17.20 IS CODE = 10 I 1- ~~~~~~i~=s~~~- ~O~~ - ~o~i~; - O~o - ~~o~~- ~;.;,~- it -; - ~~~~~ - - - - - - - - - - - - - - - -- I-~~~)~-~~~~~~~-~~~~-~~~~----~?:~~-=~-~~~~----~?:~~-~~-~~~~-~---:------------ >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< I >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =========================================================================== DEPTH OF FLOW IN 30.0 INCH PIPE IS 20.9 INCHES PIPEFLOW VELOCITY(FEET!SEC.) = 6.5 UPSTREAM NODE ELEVATION = 65.02 DOlfflSTREAM NODE ELEVATION = 64.78 FLOWLENGTH(FEET) = 47.70 MANNING'S N = .013 ES~rIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA (CFS) = 23.66 TRAVEL TIME (MIN.) = .12 TC(MIN.) = 12.32 1 ============================================================================ '*************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 21 ~ c-\ 1--------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ============================================================================ I ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)!(ELEVATION CHANGE)] **.2 I INITIAL SUBAREA FLOW-LENGTH = 365.00 UPSTREAM ELEVATION = 85.48 DOWNSTREAM ELEVATION = 83.20 ELEVATION DIFFERENCE = 2.28 I TC = .303*[( 365.00**3)!( 2.28)]**.2 = 8.859 100 YEAR RAINFALL INTENSITY (INCH!HOUR) = 3.720 SOIL CLASSIFICATION IS "B" I COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = . 8802 '7Jb 1 SUBAREA RUNOFF(CFS) = TO'~AL AREA (ACRES) = I 2.29 .70 TOTAL RUNOFF(CFS) = 2.29 ****ir*********************************************************************** I FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 6 ~~-(::>C-"Z.- - - - _. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<:<:<:<:<: I=~~~~~~:~~~~~~~~~~::===:~~~~g===~~~~~~~~~~~~~~~~~:::~===;~~;;========= STREET HALFWIDTH(FEET) = 43.00 I I SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF I I I I I DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK = INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .080 41. 00 l **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) = .42 HALFSTREET FLOODWIDTH(FEET) = l3.2l AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = l.58 STREETFLOW TRAVELTIME (MIN) = l.73 TC(MIN) = 7.2l 3.76 lO.59 lOO YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.373 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8787 SUBAREA AREA(ACRES) = 3.30 SUBAREA RUNOFF (CFS) SUMMED AREA(ACRES) = 4.00 TOTAL RUNOFF(CFS) = END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH (FEET) = .48 HALFSTREET FLOODWIDTH(FEET) = l6.4l FLOW VELOCITY(FEET/SEC.) = 4.2l DEPTH*VELOCITY = 2.04 9.78 l2.07 1*************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 6 ~~~C-~ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<:<:<:<:<: . ----.------------------------------------------------------------------------ ----.------------------------------------------------------------------------ I UPSTREAM ELEVATION = 75.20 STREET LENGTH(FEET) = 670.00 STREET HALFWIDTH(FEET) = 43.00 I I 1 I I DOWNSTREAM ELEVATION = CURB HEIGHT(INCHES) = 6. 69.85 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK = INTERIOR STREET CROSSFALL(DECIMAL) = .020 ours IDE STREET CROSSFALL(DECIMAL) = .080 41. 00 SPgCIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = l **TRAVELTIME COMPUTED USING MEAN FLOW (CFS) = 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) = .57 HALFSTREET FLOODWIDTH(FEET) = n.83 20.90 ~. I I I I I **************************************************************************** ~ I-~~~~-=~~~~~~-~~~~-~~~~----~::~~..=~..~~~~----~::~~-~~-~~~~-~-_..?-;~~~~~ ==:::::~:~~=::~::::~~=~~~~~::=:~:~~::~~=~:=~~~~:::::=====:;~:=~~~~:==~~ I USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 14.25 RAIN INTENSITY (INCH/HOUR) = 2.86 TOTAL AREA(ACRES) = 5.40 TOTAL RUNOFF(CFS) = I **************************************************************************** AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = 1.75 STREETFLOW TRAVELTIME (MIN) = 3.66 TC(MIN) = 3.05 14.25 100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 2.865 SOIL CLASSIFICATION IS "Bn COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8759 SUBAREA AREA(ACRES) = 1.40 SUBAREA RUNOFF (CFS) = SUMMED AREA(ACRES) = 5.40 TOTAL RUNOFF(CFS) = END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH (FEET) = .59 HALFSTREET FLOODWIDTH(FEET) = 21.54 FLOW VELOCITY(FEET/SEC.) = 3.24 DEPTH*VELOCITY = 1.90 3.51 15.58 11.90 FLOW PROCESS FROM NODE 25.00 TO NODE 17.20 IS CODE = 11 1--------------------------------------------------------------------------- >>:>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN-STREAM MEMORY<<<<< ====:======================================================================== I I ** MEMORY BANK # 2 CONFLUENCE DATA ** I STREAM RUNOFF Tc INTENSITY AREA NUI'lBER (CFS) (MIN.) (INCH/HOUR) (ACRE) 1 23.66 12.32 3.103 8.30 I*********************************WARNING********************************** IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED I ON THE RCFC&WCD FORJIIDLA OF PLATE D - 1 AS DEFAULT VALUE. THIS FORJIIDLA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. ***,t********************************************************************** ** MAIN STREAM NUI'lBER 1 STREAM CONFLUENCE DATA ** RUNOFF Tc INTENSITY (CFS) (MIN.) (INCH/HOUR) 11.90 14.25 2.865 AREA (ACRE) 5.40 I ** PEAK STREAM NUI'lBER I ~ I FLOW RATE RUNOFF (CFS) 33.95 33.75 TABLE ** Tc (MIN.) 12.32 14.25 INTENSITY (INCH/HOUR) 3.103 2.865 C01~UTED CONFLUENCE PEAK FLOW RATE (CFS) TOTAL AREA (ACRES) = ESTIMATES ARE = 33.95 13.70 AS FOLLOWS: Tc (MIN.) = 12.32 Il***~~*********************************************************************** FLOW PROCESS FROM NODE 17.20 TO NODE 17.30 IS CODE = 3 1- - - .. - - - - - - - - - - - - - - - .. - .. .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. .. - - - - .. - .. - .. .. - - - - - - - t;.p ,I >>'>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA""""" >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)""""" It;i;~=;;=;~;;=~~==;;~~=~~;~=;~;i=~;==;~~;=~~;~i;========================== PIPEFLOW VELOCITY(FEET/SEC.) = 7.~ I UPSTREAM NODE ELEVATION = 64.28 DOvlNSTREAM NODE ELEVATION = 63.80 FLOWLENGTH(FEET) = 93.~4 MANNING'S N = .0~3 I ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 33.95 TRl.VEL TIME (MIN.) = .22 TC (MIN. ) ~2 .54 ~ ~**i~*********************************************************************** FLOW PROCESS FROM NODE ~ 7. 30 TO NODE ~ 7.30 IS CODE = 8 0-> ~ C-s I~::~:::~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:::::~~~~~~~~~~~~~~~~~~~~~~~ I HlO YEAR RAINFALL INTENSITY (INCH/HOUR) = 3.073 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF SUBAREA AREA(ACRES) = 2.10 I TOTAL AREA(ACRES) = ~5.80 TC(MIN) = ~2.54 COEFFICIENT = .877~ SUBAREA RUNOFF(CFS) = TOTAL RUNOFF(CFS) = 5.66 39.6~ I***~~*********************************************************************** FLOW PROCESS FROM NODE ~7.30 TO NODE 27.00 IS CODE = 3 I >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA""""" >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)""""" ----.------------------------------------------------------------------------ ----~------------------------------------------------------------------------ I I II 1*************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = ~~ DEPTH OF FLOW IN 33.0 INCH PIPE IS 24.4 INCHES PIPE FLOW VELOCITY (FEET / SEC. ) 8 . 4 UPSTREAM NODE ELEVATION = 63.8~ DOWNSTREAM NODE ELEVATION = 63.6~ FLOWLENGTH(FEET) = 27.~8 MANNING'S N = .0~3 ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) 39.6~ TRAVEL TIME(MIN.) = .05 TC(MIN.) = ~2.59 ~ I=::::::~~:~~~:~=~~~~~=~~~=~=:=::~~=~~~=~:~::~~~~=~~~~~~~~~~========== ** MAIN STREAM CONFLUENCE DATA ** I STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) ~ 39.6~ ~2.59 3.066 I I AREA (ACRE) ~5.80 ** MEMORY STREAM NUMBER ~ BANK # RUNOFF (CFS) 32.43 ~ CONFLUENCE DATA ** Tc INTENSITY (MIN.) (INCH/HOUR) ~0.4~ 3.405 AREA (ACRE) 8.90 *********************************WARNING********************************** 1 IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED t>J. 1 ON THE RCFC&WCD FORMULA OF PLATE D-1. AS DEFAULT VALUE. THIS FORMULA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. 1************************************************************************** I I COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE (CFS) = 68.81. Tc(MIN.) = 1.2.59 I TOTAL AREA(ACRES) = 24.70 ============================================================================ END OF STUDY SUMMARY: I PEAK FLOW RATE (CFS) = TOTAL AREA (ACRES) = ** PEAK STREAM NIDoffiER 1. 2 FLOW RATE RUNOFF (CFS) 65.1.6 68.81. TABLE ** Tc (MIN.) 1.0.41. 1.2.59 INTENSITY (INCH/HOUR) 3.405 3.066 68.81. 24.70 Tc (MIN.) = 12.59 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS I I I I I I I I I I I I I Q\c..::. -=-1..'2._e, ~ \~ ~"".:> ~-C..---'> Q\o.:::> =-'{<::>_4- ~ ~l2--o--- t:'...... L&S:,C ~~O~<-=>~'-\ ~~ pY I I II I I I I I I I I I. I I I I I I I J ~'? 1 I I I I I I I I I I I I I I I I I I p..l>.- I I HEADING LINE NO 1 IS . I HEADING LINE NO 2 IS - I lADING LINE NO 3 IS - I 1 I I I I I I 1 1 I I I I F 0 5 1 5 P PAGE NO 3 ~ATER SURFACE PROFILE . TITLE CARD LISTING STORM DRAIN LINE "A"- LOI.IES CONNECTION TO EXISTING 30" RCP FILE:1467A QFILE:1467AQ b!> ITE: 4/28/1999 TIME: 8:43 1 F~ F0515P WATER SURFACE PROFILE CHAHNEL DEFINITION LISTING PAGE SECT CHN NO OF AVE PIER HEIGHT 1 BASE NO TYPE PIERS WIDTH DIAMETER WIDTH ZL ZR INV DROP Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CD 1 4 0.67 I 2 4 0.83 3 4 1.50 CD 4 4 2.00 I 5 4 2.50 6 4 3.00 CD 7 4 3.50 ~ 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 I 12 4 6.00 13 3 1 1.67 5.00 15.67 0.00 0.00 0.00 CD 14 3 0 0.00 12,53 14.00 0.00 0.00 0.00 I 15 3 0 0.00 4.67 3.00 0.00 0.00 0.00 I I I I I I I I I I I A.~ I F 0'5 1 5 P PAGE NO 2 I ~ATER SURFACE PROFILE . ELEMENT CARD LISTING IS A SYSTEM OUTLE@-= Itrl-t:>ii'.",,,. ~- 1::.-110 PI"" 2--;:,'S~':;:' ELEMENT NO l' , I U/S DATA STATION INVERT SECT ~ S ELEV 854.50 1063.61 5 1067.20 \ D-\-"''-. <;J.\ U:r:-{.:>.-II. . I'M- L -a".>~,:) ELEMENT NO 2 IS A REACH . I / U/S DATA STATION v INVERT SECT N RADIUS ANGLE ANG PT MAN H 867.04 1063.75 5 0.013 0.00 0.00 0.00 0 9 .",~~ I ELEMEH NO 3 IS A JUNCTION .lJ> '\ . . . . . . U/S DATA STATION INVERT SECT LAT-l LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 992.33 1064.40 5 4 0 0.013 11.9 0_0 1064.65 0.00 90.00 0.00 I ELEME~'T NO 4 IS A REACH e~.p .6+- ~'14-P U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1000.00 1064.44 5 0.013 0.00 0.00 0.00 0 I ELEMENT NO 5 IS A TRANSITION P:,c.. . . . U/S DATA STATION INVERT SECT N I ELEMENT 1005.41 1064.55 4 0.015 NO 6 IS A REACH . . . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1 1005.42 1064.56 4 0.010 0.00 45.46 0.00 0 ELEMEIIT NO 7 IS A REACH CL- . . . 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1041. 11 1065.28 4 0.010 0.00 0.00 0.00 0 I ELEMEIIT NO 8 IS A REACH ('{\~ . . . U/S DATA STATION INVERT SECT N RAn IUS ANGLE ANG PT MAN H 1161.401067.75 4 0.010 0.00 0.00 42.20 0 I ELEMEIIT NO 9 IS A JUNCTION e ~-~....\ . . . . . U/S DATA ATION INVERT SECT LAT.l LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1351.68 1071.13 4 1 0 0.010 0.3 0.0 1071.80 0.00 90.00 0.00 I ELEMEllT NO 10 IS A JUNCTlON~ .~_A.-'-. . . . U/S DATA TATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 I 1569.61 1075.02 4 3 0 0.010 2.9 0.0 1075.27 0.00 45.00 0.00 I I 1 I I />..\ I I F 0 5 1 5 P PAGE NO 3 I WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A REACH b::.- . . . I U/S DATA . STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1605.18 1075.27 4 0.010 0.00 90.00 0.00 0 ELEMENT NO 12 IS A REACH ~ . . . I U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1675.871075.76 4 0.010 0.00 0.00 0.00 0 ILEMENT NO 13 IS A JUNCTION ~ ..LJJ:;-.p>..".:> . . . . . U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1678.04 1075.78 4 3 0 0.010 3.2 0.0 1076.03 0.00 45.00 0.00 ILEMENT NO 14 IS A REACH . . . U/S DATA STATION INVERT SECT N RAD IUS ANGLE ANG PT MAN H 1683.04 1075.81 4 0.010 0.00 0.00 0.00 0 ILEMENT NO 15 IS A TRANSITION . . . U/S DATA STATION INVERT SECT N I 1688.04 1075.85 3 0.010 IS A JUNCTION ~ .lP'. ~*t.,. ELEMENT NO 16 . . . . . I U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT.4 PHI 3 PHI 4 1808.37 1076.69 3 2 0 0.010 1.3 0.0 1077.02 0.00 90.00 0.00 17 IS A JUNCTION~ ~-~S ELEMENT NO . . . . . * * 1 U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1846.37 1076.96 3 2 0 0.010 0.3 0.0 1077.29 0.00 90.00 0.00 ,LEMEN. NO 18 IS A JUNCTION 0 ~,- 1::>-1". * . * * * U/S DATA STATION INVERT SECT LAT-1 LAT.2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 Q;9.35 1077.05 3 2 0 0.010 0.7 0.0 1077.38 0.00 90.00 0.00 ILEMENT NO 19 IS A JUNCTION \:, 1",{:>"-~-:;1 * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1900.35 1077.34 3 2 0 0.010 1.0 0.0 1077.67 0.00 90.00 0.00 I I I I I I I A~ I I ELEMENT NO 20 I ILEMENT NO 21 IEMENT NO 22 IEMENT NO 23 IEMENT NO 24 I ELEMENT NO 25 I ELEMENT NO 26 1 I I I I I I I I I F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING IS A JUNCTION e .I.A>'- ~- c:, . . . . . U/S DATA ATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PNI 3 PHI 4 1930.87 1077.55 3 2 0 0.010 1.0 0.0 1077.88 0.00 90.00 0.00 IS A JUNCTION e .~,- ~-9. . . . . U/S OATA ATION INVERT SECT LAT-1 LAT.2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1950.77 1077.67 3 2 0 0.010 1.0 0.0 1078.00 0.00 90.00 0.00 IS A JUNCTION (0 .LA,. f.i-\U. . . . . U/S DATA STATION INVERT SECT LAT.1 LAT-2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 1995.94 1077.94 3 2 0 0.010 1.0 0.0 1078.27 0.00 90.00 0.00 IS A JUNCTION 0 ~,-~-\\ . . . . . . U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 2024.361078.11 3 2 0 0.010 0.7 0.0 1078.44 0.00 90.00 0.00 IS A JUNCTION8 .L-~. .., -'-l;- . . . . U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 ~54_36 1078.29 3 2 0 0.010 0.7 0.0 1078.62 0.00 90.00 0.00 CO (.A:'CA-\~ . . . . IS A JUNCTION '" * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 2084.36 1078.47 3 2 0 0.010 0.7 0.0 1078.80 0.00 90.00 0.00 E) ~-~;-\ ~ IS A JUNCTION . . . . U/S DATA STATION INVERT SECT LAT-1 LAT.2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 2119.03 1078.68 3 2 0 0.010 0.7 0.0 1079.01 0.00 90.00 0.00 M I F 0.5 1 5 P PAGE NO 5 I WATER SURFACE PROFILE. ELEMENT CARO LISTING G) . VI,. r.>-\~ ELEMENT NO 27 IS A JUNCTION . . . . I U/S DATA STATION INVERT SECT LAT-' LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2153.03 1078.88 3 2 0 0.010 0.7 0.0 1079.21 0.00 90.00 0.00 E) ~.~-\l:. ELEMENT NO 28 IS A JUNCTION . . . . . . I U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2187.03 1079.09 3 2 0 0.010 0.7 0.0 1079.42 0.00 90.00 0.00 ILEMENT NO 29 IS A JUNCTlONG L-~-P,_\) . . . . . U/S DATA STATION INVERT SECT LAT-' LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2205.58 1079.20 3 3 0 0.010 1.8 0.0 1079.20 0.00 45.00 0.00 ILEMENT NO 30 IS A JUNCTION @ ~- ~..~':, . . . . . U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2223.03 1079.30 3 2 0 0.010 0.7 0.0 1079.63 0.00 90.00 0.00 ILEMENT NO 31 IS A REACH . . . U/S DATA STATION INVERT SECT N RAO IUS ANGLE ANG PT MAN H I 2255.03 1079.49 3 0.010 0.00 0.00 0.00 0 . ELEMENT NO 32 IS A SYSTEM HEAOWORKS . U/S DATA STATION INVERT SECT W S ELEV I 2255.03 1079.49 3 0.00 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS . ~.S.ELEV = INV + DC I I I I I I I I I I -So ICENSEE; R.B.f. & ASSOC. - SAN DIEGO f0515P PAGE 2 WATER SURfACE PROfILE LISTING I STORM DRAIN LINE IlA"_ LOWES CONNECTION TO EXISTING 3D" RCP fILE:1467A Qf! LE: 1467AQ ITATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV Of fLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA 10 NO. PIER I/ELEM SO Sf AVE Hf NORM DEPTH ZR ********************************************************************************************************************************* 11569.61 1075.02 1.257 1076.277 17.3 8.32 1. 074 1077.351 0.00 1.499 2.00 0.00 0.00 0 0.00 0.00703 1. 232 0.00 35.57 .006518 0.23 (':,C-- 11605.18 1075.27 1.277 1076.547 17.3 8.17 1. 037 1077.584 0.00 1.499 2.00 0.00 0.00 0 0.00 36.07 0.00693 .006121 0.22 1.240 0.00 11641.25 1075.52 1.313 1076.833 17.3 7.91 0.971 1077.804 0.00 1.499 2.00 0.00 0.00 0 0.00 I 22.55 0.00693 .005545 0.13 1.240 0.00 1075 .68 1.370 1077.046 17.3 7.54 0.883 1077.929 0.00 1.499 2.00 0.00 0.00 0 0.00 1663.80 I 9.66 0.00693 .004941 0.05 1. 240 0.00 1673.46 1075.74 1.431 1077.174 17.3 7.19 0.803 1077.977 0.00 1.499 2.00 0.00 0.00 0 0.00 I 2.41 0.00693 .004413 0.01 1. 240 0.00 'C::<:.- 1675.87 1075.76 1.499 1077.259 17.3 6.85 0.n8 1077.987 0.00 1.499 2.00 0.00 0.00 0 0.00 INCT STR 0.00922 8 ~- r.::,-~ .003233 0.01 0.00 11678.04 1075.78 2.046 1077.826 14.1 4.49 0.313 1078.139 0.00 1.353 2.00 0.00 0.00 0 0.00 5.00 0.00600 .002299 0.01 1. 140 0.00 11683.04 1075.81 2.028 1077.838 14.1 4.49 0.313 1078.151 0.00 1.353 2.00 0.00 0.00 0 0.00 tANS STR 0.00800 .005917 0.03 0.00 1688.04 1075.85 1.469 1077.319 14.1 8.02 0.999 1078.318 0.00 1.384 1.50 0.00 0.00 0 0.00 INCT STR 0.006989 LR,,". A-A .009161 1.10 0.00 1808.37 1076.69 2.090 1078.780 12.8 7.24 0.815 1079.595 0.00 1.344 1.50 0.00 0.00 0 0.00 INCT STR 0.00711@ Lf>"'. ~-::, .008582 0.33 0.00 1846.37 1076.96 2.222 1079.182 12.5 7.07 0.777 1079.959 0.00 .1.334 1.50 0.00 0.00 0 0.00 tNeT STR 0.00693 8 ~. (.:l-l" .007923 0.10 0.00 I I ~1-' .ICENS~E : R.B.F. & ASSOC. . SAN DIEGO I WATER STORM DRAIN LINE "AII- LOIJES CONNECTION TO EXISTING 30" RCP FILE:1467A QFILE:1467AQ ITATIDlI INVERT ELEV DEPTH OF FLOW W.S. ELEV Q VEL FD515P SURFACE PROFILE LISTING VEL HEAD ENERGY GRD.EL. SUPER CRITICAL ELEV DEPTH HGTI DIA PAGE 4 BASEl ID NO. ZL NO A VBPR PIER I/ELEM SO SF AVE HF NORM DEPTH ZR *****,~***************************************************************~*************************************************** 12205.58 1079.20 2.646 1081.846 G) JUNCT SiR 0.00573 ~.?H~ 12223.03 1079.30 2.568 1081.868 1.8 1.02 1.1 0.62 32.00 0.00594 12255.03 /I'I.~. 1079.49 2.380 1081.870 I I I I I II I I I I I I 1.1 0.62 0.016 1081.862 0.00 .000120 0.00 0.006 1081.874 0.00 .000065 0.00 0.006 1081.876 0.00 0.505 0.392 0.320 0.392 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 "5~ I. , I HEADING LINE NO 1 IS - I HEAOING LINE NO 2 IS - I lADING LINE NO 3 IS - I I I I I I I I I I I I I I F0515P PAGE NO 3 YATER SURFACE PROFilE - TITLE CARD liSTING STORM DRAIN LINE "LATERAL All lOYES-MARGARITA ROAD FIlE:467A QFIlE:467AQ t;6 ITE: TIME: I lARD ODE 4/28/1999 7:47 FD515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE SECT CHN NO OF AVE PIER HEIGHT 1 BASE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP ZL CO 1 4 1.00 I~ 2 4 1.25 3 4 1.50 CD 4 4 2.00 I~ 5 4 2.50 6 4 3.00 CD 7 4 3.50 l~ 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 I~ 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CO 14 3 0 0.00 5.15 3.17 0.00 0.00 0.00 I I I I I I I I I I I I ~ I F 051 5 P PAGE NO 2 I WATER SURFACE PROFILE - ELEMENT CARD LISTING @ b),\<;;"'. ~' \?ei' ELEMENT NO IS A SYSTEM OUTLET I U/S DATA STATION INVERT SECT W S ELEV 1000.00 1064.65 4 1068.64 ELEMENT NO 2 IS A REACH . . . I U/S DATA STATION INVERT SECT N RAD !US ANGLE ANG PT MAN H 1009.89 1064.75 4 0.013 0.00 0.00 0.00 0 ILEMENT NO 3 IS A WALL ENTRANCE . U/S OATA STATION INVERT SECT FP 1009.89 1064.75 14 0.200 ILEMENT NO ",," 4 I S A SYSTEM HEADWORKS C .~. ..... U/S OATA STATION INVERT SECT 1009.89 1064.75 14 I EOIT ERRORS ENCOUNTEREO-COMPUTATION IS NOW BEGINNING WARNING NO.2.. - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS . W S ELEV 0.00 INVERT ELEVATION IN HDWKeS, W.S.ELEV = INV + DC I I I I I I I I I I I I ~\ I/ELEM SO SF AVE HF NORM DEPTH ZR **~)************************************************************************************************************************** . " n. n .. Ft,...". 31:> ~ 111000.00 1064.65 3.990 1068.640 9.89 0.01011 IENSEE: R.8.F. & ASSOC. . SAN DIEGO F0515P ~ATER SURFACE PROFILE LISTING II STORM DRAIN LINE "LATERAL A" LO~S'MARGARITA ROAD FILE:467A QFILE:467AQ ITATION INVERT DEPTH ~.S. Q VEL VEL ENERGY SUPER CRITICAL ELEV OF FLO~ ELEV HEAD GRO .EL. ELEV DEPTH 11.9 3.79 1068.863 1.239 0.00 0.223 .002767 0.03 111009.89 1064.75 3.917 1068.667 C.l'-. '111'\' ~ALL ENTRANCE <:> "'" 11009.E19 1064.75 0.223 1068.890 0.00 1.239 11.9 3.79 11.9 0.86 0.012 1069.102 0.00 0.759 4.340 1069.090 I ~\.....=' to'i.9. "" . . e"-. 6"1. \ ~,.. > I II I II I I II I I I I 1. 030 HGTI OIA BASEl 10 NO. 2.00 2.00 5.15 PAGE ZL NO AVBPR PIER 0.00 0.00 o 0.00 0.00 0.00 0.00 0 0.00 0.00 3.17 0.00 0 0.00 ~lb I I HEADING LINE NO 1 IS - I HEAD I NG LI NE NO 2 IS - I lADING LI NE NO 3 IS - I I I I I I I I I I I I I I F D 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE IlLATERAL A-1u LOWES FILE:1467A1 OFILE:1467Al0 fA. IIlTE: 4/19/1999 TIME: 16: 6 I I~~~ F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE SECT CHN NO OF AVE PIER HEIGHT 1 BASE NO TYPE PIERS WIDTH DIAMETER WIDTH ZL ZR INV DROP Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) YCS) Y(9) Y(1D) CO 1 4 0.67 I~ 2 4 1.25 3 4 1.50 CO 4 4 2.00 I~ 5 4 2.50 6 4 3.00 CO 7 4 3.50 I~ S 4 4.00 9 4 4.50 10 4 5.00 CO l' 4 5.50 I~ 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CO 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 I I I I I I I I I I I I ~ I I ELEMENT NO I ELEMENT NO I F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ", " \..,,\y.)"E f'" * IS A SYSTEM OUTLET U/S DATA STATION 1000.00 INVERT SECT 1071.80 1 2 IS A REACH U/S DATA * * STATION INVERT SECT 1090.58 1076.33 1 O.l..o.:Io""::"~~ 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1090.58 1076.33 1 I EOIT ERRORS ENCOUNTERED-COMPUTATION IS NOW 8EGINNING WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS ILEMENT NO I I I I I I I I. I I I I I W S ELEV 1072.18 * N 0.010 c:.::,...............""8~~~* W S ELEV 0.00 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 THAN OR EQUALS INVERT ELEVATION IN HOWKDS, W.S.ELEV = INV + DC Cq\. I CENSEE': R.B.F. & ASSOC. - SAN DIEGO I ITATIDN INVERT ELEV FD515P ~ATER SURFACE PROFILE LISTING STORM DRAIN LINE IlLATERAL A-111 LOWES FILE:1467A1 QFILE:1467A1Q DEPTH OF FLOW ~.S. ELEV Q VEL VEL HEAD ENERGY GRD. EL. SUPER CR IT I CAL ELEV DEPTH HGTI DIA BASEl 10 NO. PAGE ZL NO A VBPR PIER I/ELEM SO SF AVE HF NORM DEPTH ZR **.***************~**********.************************.*_.._....._.*.***...*...*.*..**....****.._....****._*.*w.__*_*__*.___.. ,. = \1::>' '--'".., .... I 1000.00 Z5.49 1071.80 0.05001 II 1025.49 1073.08 0.42 I 1025.91 0.05001 1073.10 I 1027.18 1.27 0.05001 1073.16 I 1. 43 0.05001 1028.61 I 1073.23 1.67 0.05001 II 1030.28 1073.31 1.99 0.05001 II 1032.27 1073.41 2.48 0.05001 11034.75 1073.54 3.42 0.05001 11038.17 1073.71 I 5.63 0.05001 1043.80 1073.99 I 18.58 0.05001 I 1062.38 1074.92 12.78 0.05001 I I 0.100 1071.900 0.100 1073.175 0.101 1073.197 0.104 1073.263 0.108 1073.339 0.111 1073.425 0.115 1073.529 0.119 1073.657 0.123 1073.832 0.127 1074.117 0.131 1075.051 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 9.09 1.283 1073.183 0.00 .153421 3.91 9.09 1.283 1074.458 0.00 .149765 0.06 9.09 1.283 1074.480 0.00 .136677 0.17 8.57 1.141 1074.404 0.00 .119366 0.17 8.11 1.021 1074.360 0.00 .104231 0.17 7.69 0.919 1074.344 0.00 .090903 0.18 7.32 0.831 1074.360 0.00 .079493 0.20 7.14 0.792 1074.449 0.00 .069462 0.24 6.67 0.690 1074.522 0.00 .060652 0.34 6.38 0.633 1074.750 0.00 .052924 0.98 6.12 0.582 1075.633 0.00 .046266 0.59 0.253 0.253 0.253 0.253 0.253 0.253 0.253 0.253 0.253 0.253 0.253 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.00 0.00 o 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 o 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 o 0.00 0.00 o 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 o 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 o 0.00 0.00 ~ I CENSE!,': R.B.F. & ASSOC. . SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LI STI NG I STORM DRAIN LINE "LATERAl A-1" LOWES FILE:1467A1 QFILE:1467A1Q ITATIDlI INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH OIA ID NO. PIER I/ELEM SO SF AVE HF NORM DEPTH ZR *****1~************************************************************************************************************************ 11075.16 1075.56 0.136 1075.695 0.3 5.88 0.537 1076.232 0.00 0.253 0.67 0.00 0.00 0 0.00 4.60 0.05001 .040433 0.19 0.100 0.00 .1079,;'6 1075.79 0.140 1075 .929 0.3 5.56 0.479 1076.40B 0.00 0.253 0.67 0.00 0.00 0 0.00 2.63 0.05001 .035296 0.09 0.100 0.00 11082.39 1075.92 0.145 1076.065 0.3 5.26 0.430 1076.495 0.00 0.253 0.67 0.00 0.00 0 0.00 I 1./11 0.05001 .030873 0.06 0.100 0.00 1084.20 1076.01 0.150 1076.161 0.3 5.08 0.401 1076.562 0.00 0.253 0.67 0.00 0.00 0 0.00 I 1.35 0.05001 .026985 0.04 0.100 0.00 1085.55 1076.08 0.155 1076.234 0.3 4.84 0.364 1076.598 0.00 0.253 0.67 0.00 0.00 0 0.00 I 1.02 0.05001 .023620 0.02 0.100 0.00 11086.57 1076.13 0.161 1076.291 0.3 4.62 0.331 1076.622 0.00 0.253 0.67 0.00 0.00 0 0.00 O.EIS 0.05001 .020666 0.02 0.100 0.00 11087.'2 1076.17 0.166 1076.338 0.3 4.41 0.302 1076.640 0.00 0.253 0.67 0.00 0.00 0 0.00 0.66 0.05001 .018061 0.01 0.100 0.00 11088.08 1076.20 0.172 1076.377 0.3 4.17 0.270 1076.647 0.00 0.253 0.67 0.00 0.00 0 0.00 I 0.54 0.05001 .015810 0.01 0.100 0.00 1088.62 1076.23 0.178 1076.410 0.3 4.00 0.248 1076.658 0.00 0.253 0.67 0.00 0.00 0 0.00 I 0.,.6 0.05001 .013829 0.01 0.100 0.00 1089.08 1076.26 0.184 1076.439 0.3 3.80 0.224 1076.663 0.00 0.253 0.67 0.00 0.00 0 0.00 I 0.38 0.05001 .012088 0.00 0.100 0.00 11089.'6 1076.27 0.190 1076.464 0.3 3.61 0.203 1076.667 0.00 0.253 0.67 0.00 0.00 0 0.00 0.05001 .01057B 0.100 0.29 0.00 0.00 I I ~, -, I. , · ~ENSEE: R.B.f. & ASSOC. - SAN DIEGO f0515P PAGE 3 WATER SURfACE PROfiLE LISTING I STORM DRAIN LINE "LATERAL A-1" LOWES f1LE:1467Al Qf1LE:1467A1Q 'ITATlm, INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT! BASE! 2L NO AVBPR ELEV Of FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER I!ELEM SO Sf AVE Hf NORM DEPTH 2R *****R*************************************************************************************************************************** '11089.75 1076.29 0.197 1076.485 0.3 3.45 0.185 1076.670 0.00 0.253 0.67 0.00 0.00 0 0.00 0.24 0.05001 .009268 0.00 0.100 0.00 11089.'19 1076.30 0.204 1076.505 0.3 3.30 0.169 1076.674 0.00 0.253 0.67 0.00 0.00 0 0.00 0.20 0.05001 .008115 0.00 0.100 0.00 11090.19 1076.31 0.211 1076.521 0.3 3.12 0.152 1076.673 0.00 0.253 0.67 0.00 0.00 0 0.00 I 0.14 0.05001 .007111 0.00 0.100 0.00 1090.33 1076.32 0.219 1076.536 0.3 3.00 0.140 1076.676 0.00 0.253 0.67 0.00 0.00 0 0.00 I 0.13 0.05001 .006228 0.00 0.100 0.00 1090.46 1076.32 0.226 1076.550 0.3 2.86 0.127 1076.677 0.00 0.253 0.67 0.00 0.00 0 0.00 I 0.07 0.05001 .005450 0.00 0.100 0.00 11090.53 1076.33 0.234 1076.562 0.3 2.73 0.115 1076.677 0.00 0.253 0.67 0.00 0.00 0 0.00 0.04 0.05001 .004782 0.00 0.100 0.00 11090.57 1076.33 0.243 1076.572 0.3 2.59 0.104 1076.676 0.00 0.253 0.67 0.00 0.00 0 0.00 0.01 0.05001 .004169 0.00 0.100 0.00 11090.58 O"'....:>,.,~ t...::>t-..,,~~ 1076.33 0.253 1076.583 0.3 2.46 0.094 1076.677 0.00 0.253 0.67 0.00 0.00 0 0.00 I I I I 1 I CA I: I HEADING LINE NO 1 IS - I fADING LINE NO 2 IS - lADING LINE NO 3 IS . I I I 1 I I I I I I I I I I F 0 5 1 5 P PAGE NO 3 ~ATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL A-211 L O\IE S FILE: 1467A2 QFILE:1467A2Q CJ5 ~~E: 4/28/1999 TIME: 15: 4 I F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE lARD ODE SECT CHN NO OF AVE PIER HEIGHT 1 BASE NO TYPE PIERS WIDTH DIAMETER WIDTH ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP CD 1 4 0.67 I~ 2 4 1.25 3 4 1.50 CD 4 4 2.00 I~ 5 4 2.50 6 4 3.00 CD 7 4 3.50 I~ 8 4 4.00 9 4 4.50 10 4 5.00 CO 11 4 5.50 I~ 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 3.92 10.00 0.00 0.00 0.00 I I I I I I I I I I I I lJJ~ "I'. \" 4 IS A SYSTEM HEADWORKS C _e, _ ~- * U/S DATA STATION INVERT SECT 1D16.70 1075.35 14 I EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS I' I ELEMENT NO I ILEMENT NO ILEMENT NO ILEMENT NO I I I I I I I I I I I I F0515P WATER SURFACE PROFILE - ELEMENT CARD LISTING (;;\ _I' p," IS A SYSTEM OUTLET ~ L\""i * U/S DATA STATION INVERT SECT 1000.00 1075.27 3 W S ELEV 1076.20 2 IS A REACH U/S DATA * * * STATION INVERT SECT 1016.70 1075.35 3 N 0.010 3 IS A WALL ENTRANCE U/S DATA STATION INVERT 1016.70 1075.35 * SECT 14 FP o .sOD * W S ELEV 0.00 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 THAN OR eQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC CrJ'\ IENSEE=' R.B.F. I F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE IILATERAL A-2" LOWES FILE:1467A2 QFILE:1467A2Q & ASSOC. - SAN DIEGO IATION INVERT ELEV OEPTH OF FLOW VEL VEL HEAD ENERGY GRD.EL. SUPER CR IT I CAL ELEV DEPTH W.S. ELEV Q HGTI DIA BASEl ID NO. PAGE ZL NO AVBPR PIER IELEM SO SF AVE HF NORM DEPTH ZR ****~*************.********.************************************************************************************************* \'_ - .1 "., I.? l.\~C l-' 111000.00 1075.27 0.930 1076.200 2.9 2.52 0.099 1076.299 0.00 0.647 1.50 0.00 0.00 0 0.00 0.00 7.07 0.00479 .000963 0.01 0.570 11007.07 1075.30 0.893 1076.197 2.9 2.64 0.109 1076.306 0.00 0.647 6.52 0.00479 .001089 0.01 0.570 11013.59 1075.34 0.858 1076.193 2.9 2.77 0.119 1076.312 0.00 0.647 II 3.11 0.00479 .001195 0.00 0.570 1016.70 1075.35 0.841 1076.191 2.9 2.84 0.126 1076.317 0.00 0.647 IALL ENTRANCE t ,e:,."{:l.-\" 111016.70 1.057 1076.407 2.9 1076.408 0.00 0.138 1075 .35 0.27 0.001 fL:: l'4.::'C:> > lGA ~_"S. D~ I II I I II I I I I 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 1.50 0.00 0.00 0 0.00 O.oq 3.92 10.00 0.00 0.00 o 0.00 Co~ I I HEADING LiNE NO 1 IS - I HEADING LiNE NO 2 IS - I lADING LiNE NO 3 IS - I I I I I I I I I I I I I I F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL A-3" LOWES FILE:1467A3 QFILE:1467A3Q (9<\ IE: TIME: I 4/28/1999 1:.: 5 WATER SURFACE PROFILE F0515P CHANNEL DEFINITION LISTING PAGE F~ SECT NO CHN NO OF AVE PIER HEIGHT 1 BASE TYPE PIERS WIDTH DIAMETER WIDTH ZL ZR INV DROP Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CD 1 4 0.67 I 2 4 1.25 3 4 1.50 CO 4 4 2.00 I 5 4 2.50 6 4 3.00 CD 7 4 3.50 ~ 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 I~ 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CO 14 3 0 0.00 4.50 7.00 0.00 0.00 0.00 I I I I I I I I I I I I "\0 I I F 0 5 1 5 P I WATER SURFACE PROFILE - ELEMENT CARD LISTING @ \\\' ELEMENl NO IS A SYSTEM OUTLET \S/ L\ NO. P> . I U/S DATA STATION INVERT SECT 1000.00 1076.03 3 iLEMENT NO 2 IS A REACH . . . U/S DATA STATION INVERT SECT N 1012.97 1076.22 3 0.010 ILEMENT NO 3 IS A WALL ENTRANCE . U/S DATA STATION 1 NVERT SECT FP 1012.97 1076.22 14 0.500 ILEMENT NO 4 IS A SYSTEM HEADWORKS C .f:>. \\~-"2:>\\ U/S DATA STATION INVERT SECT 1012.97 1076.22 14 I EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING WARNING NO.2.. - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS I I I II I I I I I I I I " W S ELEV 1077.80 . W S ELEV 0.00 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC '\\ I'CENSEE; R.B.F. & ASSOC. . SAN DIEGO I FD515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-3" LOWES FILE:1467A3 QFILE:1467A3Q ITATlC-N INVERT ELEV DEPTH OF FLOW W.S. ELEV Q VEL 1.587 1077.807 3.2 1.81 WALL ENTRANCE II 1012.97 1076.22 c -e,. C:>-'"L 1.687 1077.907 3.2 0.27 II FL"= Bo.\1- I' "l'1. 't L'" :s.. II II I I I I I I I I I VEL HEAD ENERGY GRD. EL. SUPER CR IT I CAL ELEV DEPTH HGT/ DIA 0.051 1077.858 0.00 0.001 1077.908 0.00 I/ELEM SO SF AVE HF NORM DEPTH ZR ***~~~****~~*::~~~~~******************************************************************************************************** II 100D.bn! 1076.03 1.770 1077.800 3.2 1.81 0.051 1077.851 0.00 0.681 1.50 0.00 0.00 0 0.00 12.97 0.01465 .000549 0.01 0.450 0.00 II 1012.97 1076.22 D\:...... 0.681 0.187 BASE/ ID NO. 1.50 4.50 PAGE 2L NO AVBPR PIER 0.00 0.00 0 0.00 0.00 7.00 0.00 o 0.00 ~11' I I HEADING LINE NO 1 IS - I HEADING LINE NO 2 IS - I lADING LINE NO 3 IS - I I I I I I I I I I I I I I F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE. TITLE CARD LISTING STORM DRAIN LINE "LATERAL A-4" LOWES FILE:1467A4 QFILE:1467A4Q "'-, .IE: 4/19/1999 TIME: 16:27 I f~ F0515P ~ATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) ya) YeB) Y(9) Yel0) NO TYPE PIERS ~IDTH DIAMETER ~IDTH DROP 1 4 0.83 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 CD I CD I CD I CD I CD I I I I I I I I I I I I ~ I F 0 5 1 5 P I ~ATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO IS A SYSTEM OUTLET . . . I U/S DATA STATION INVERT SECT 1000.00 1077.02 1 iLEMENT NO 2 IS A REACH . . . U/S DATA STATION INVERT SECT N 1077.34 1080.58 1 0.010 W S ELEV 1078.78 ILEMEN! NO . . 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1077.34 1080.58 1 I EDIT ERRORS ENCOUk,ERED-COMPUTATION IS NOW 8EGINNING WARNING NO.2.. - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR W S ELEV 0.00 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I I I I I I I I I I I I I '\~ I~ENSE~ : R.B.F. & ASSOC. . SAN DIEGO FD515P PAGE WATER SURFACE PROFILE LISTING I STORM DRAIN LINE "LATERAL A-4" LOWES FlLE:1467A4 QFlLE:1467A4Q ITATION 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 10 NO. PIER I/ELEM SO SF AVE HF NORM DEPTH ZR ********************************************************************************************************************************* L\....e I. ~' 11000.00 1077.02 1.760 1078.780 1.3 2.40 0.090 1078.870 0.00 0.510 0.83 0.00 0.00 0 0.00 19.07 0.04603 .002128 0.04 0.250 0.00 11019.07 1077.90 0.932 1078.830 1.3 2.40 0.090 1078.920 0.00 0.510 0.83 0.00 0.00 0 0.00 HYDRAULI C JUMP 0.00 11019.07 1077.90 0.262 1078.160 1.3 8.90 1.231 1079.391 0.00 0.510 0.83 0.00 0.00 0 0.00 I 0.60 0.04603 .045135 0.03 0.250 0.00 1019.67 1077.93 0.263 1078.189 1.3 8.78 1.198 1079.387 0.00 0.510 0.83 0.00 0.00 0 0.00 I 24.24 0.04603 .041881 1.02 0.250 0.00 1043.91 1079.04 0.272 1079.313 1.3 8.39 1.092 1080.405 0.00 0.510 0.83 0.00 0.00 0 0.00 I 9.60 0.04603 .036692 0.35 0.250 0.00 11053.51 1079.48 0.282 1079.765 1.3 8.02 1. 000 1080.765 0.00 0.510 0.83 0.00 0.00 0 0.00 5.81 0.04603 .032168 0.19 0.250 0.00 11059.32 1079.75 0.292 1080.043 1.3 7.65 0.908 1080.951 0.00 0.510 0.83 0.00 0.00 0 0.00 4.06 0.04603 .028180 0.11 0.250 0.00 11063.38 1079.94 0.302 1080.239 1.3 7.26 0.819 1081.058 0.00 0.510 0.83 0.00 0.00 0 0.00 I 2.99 0.04603 .024699 0.07 0.250 0.00 1080.08 0.313 1080.388 1.3 6.95 0.750 1081. 138 0.00 0.510 0.83 0.00 0.00 1066.37 0 0.00 I 2.34 0.04603 .021661 0.05 0.250 0.00 1068.71 1080.18 0.324 1080.507 1.3 6.63 0.683 1081.190 0.00 0.510 0.83 0.00 0.00 0 0.00 I 1.85 0.04603 .019003 0.04 0.250 0.00 I 1070.56 1080.27 0.336 1080.604 1.3 6.31 0.618 1081.222 0.00 0.510 0.83 0.00 0.00 0 0.00 1..47 0.04603 .016699 0.02 0.250 0.00 I I ~~ .IENs~E : R.B.F. & ASSOC. . SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LI STI NG I STORM ORAl N LINE "LATERAL A-411 LOWES FILE: 1467A4 QFILE:1467A4Q IrATION 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 I/ELEM SO SF AVE HF NORM DEPTH ZR ********************************************************************************************************************************* 11072.03 1080.34 0.349 1080.685 1.3 6.02 0.562 1081.247 0.00 0.510 0.83 0.00 0.00 0 0.00 1.25 0.04603 .014665 0.02 0.250 0.00 11073.28 1080.39 0.361 1080.754 1.3 5.73 0.509 1081.263 0.00 0.510 0.83 0.00 0.00 0 0.00 0.98 0.04603 .012880 0.01 0.250 0.00 11074.26 1080.44 0.375 1080.813 1.3 5.46 0.463 1081.276 0.00 0.510 0.83 0.00 0.00 0 0.00 I 0.81 0.04603 .011331 0.01 0.250 0.00 1075.07 1080.48 0.389 1080.865 1.3 5.22 0.423 1081.288 0.00 0.510 0.83 0.00 0.00 0 0.00 I 0.68 0.04603 .009960 0.01 0.250 0.00 1075.75 1080.51 0.403 1080.910 1.3 4.98 0.385 1081.295 0.00 0.510 0.83 0.00 0.00 0 0.00 I 0.51 0.04603 .008766 0.00 0.250 0.00 11076.26 1080.53 0.419 1080.949 1.3 4.74 0.350 1081.299 0.00 0.510 0.83 0.00 0.00 0 0.00 0.41 0.04603 .007726 0.00 0.250 0.00 11076.67 1080.55 0.435 1080.984 1.3 4.51 0.316 1081.300 0.00 0.510 0.83 0.00 0.00 0 0.00 0.30 0.04603 .006811 0.00 0.250 0.00 11076.97 1080.56 0.452 1081.015 1.3 4.30 0.288 1081.303 0.00 0.510 0.83 0.00 0.00 0 0.00 1 0.21 0.04603 .006011 0.00 0.250 0.00 1077.18 1080.57 0.470 1081.043 1.3 4.11 0.263 1081.306 0.00 0.510 0.83 0.00 0.00 0 0.00 I 0.12 0.04603 .005312 0.00 0.250 0.00 1077.30 1080.58 0.489 1081.067 1.3 3.92 0.238 1081.305 0.00 0.510 0.83 0.00 0.00 0 0.00 I 0.04 0.04603 .004686 0.00 0.250 0.00 9c,..,.~ ~'<''''''--''' C,::;. ('"\" e<-sn.....~ I 1077.34 1080.58 0.510 1081.090 1.3 3.72 0.215 1081.305 0.00 0.510 0.83 0.00 0.00 0 0.00 I I '\~ .1 I HEAD I NG LINE NO 1 IS - I lADING LINE NO 2 IS - lADING LINE NO 3 IS - I I I I I I I I I I I I I I F 0 5 1 5 P PAGE NO 3 ~ATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAl A~511 LO~ES FILE:1467A5 QFILE:1467A5Q ~co IE: TIME: I 4/19/1999 16:38 WATER SURFACE PROFILE F0515P CHANNEL DEFINITION LISTING PAGE F~ SECT CHN NO OF AVE PIER HEIGHT 1 BASE NO TYPE PIERS WIDTH DIAMETER WIDTH ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) y(7) Y(8) Y(9) Y(10) DROP CD 1 4 0.83 I 2 4 1.25 3 4 1.50 CD 4 4 2.00 I 5 4 2.50 6 4 3.00 CD 7 4 3.50 ~ 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 t 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 I I I I I I I I I I I I '\c\ I I ELEMENT NO I fEMENT NO IEMENT NO I I I I I I I I I I I I I WATER SURFACE PROFILE - Uv..:::..~'~\' IS A SYSTEM OUTLET * * U/S DATA STATION INVERT 1000.00 1077.29 2 IS A REACH U/S DATA . F 051 5 P PAGE NO 2 ELEMENT CARD LISTING . SECT 1 . . STATION INVERT SECT 1025.84 1080.31 1 ~c...-. D~~-.> 3 IS A SYSTEM HEADWORKS . U/S DATA STATION INVERT SECT 1025.84 1080.31 1 IEDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN W S ELEV 1079.18 N 0.010 L=V'--~~_ RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 -o~ ~A- W S ELEV 0.00 OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 'tP --------- .ICENS~E : R.B.F. & ASSOC. . SAN DIEGO F0515P PAGE WATER SURFACE PROFILE LI STI NG I STORM DRAIN LINE "LATERAL A-511 LOWES FlLE:1467A5 QFILE:1467A5Q ITATIOII INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ElEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH OIA 10 NO. PIER I/ELEM SO SF AVE HF NORM DEPTH ZR *****;.*************************************************************************************************************************** - \~' L...\r-:> - 11000.00 10n.29 1.890 1079.180 0.3 0.55 0.005 1079.185 0.00 0.238 0.83 0.00 0.00 0 0.00 9.08 0.11687 .000111 0.00 0.100 0.00 11009.08 1078.35 0.830 1079.181 0.3 0.55 0.005 1079.186 0.00 0.238 0.83 0.00 0.00 0 0.00 0.64 0.11687 .000104 0.00 0.100 0.00 11009.72 1078.43 0.753 1079.180 0.3 0.58 0.005 1079.185 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.39 0.11687 .000102 0.00 0.100 0.00 1010. '11 1078.47 0.708 1079.179 0.3 0.61 0.006 1079.185 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.31 0.11687 .000111 0.00 0.100 0.00 1010.42 1078.51 0.671 1079.178 0.3 0.64 0.006 1079.184 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.27 0.11687 .000122 0.00 0.100 0.00 1'0'0.69 1078.54 0.639 1079.178 0.3 0.67 0.007 1079.185 0.00 0.238 0.83 0.00 0.00 0 0.00 0.24 0.11687 .000135 0.00 0.100 0.00 11010.93 1078.57 0.610 1079.1n 0.3 0.70 0.008 1079.185 0.00 0.238 0.83 0.00 0.00 0 0.00 0.22 0.11687 .000151 0.00 0.100 0.00 1,0".15 1078.59 0.583 1079.176 0.3 0.74 0.008 1079.184 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.21 0.11687 .000169 0.00 0.100 0.00 1011.36 1078.62 0.558 1079.176 0.3 o.n 0.009 1079.185 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.18 0.11687 .000190 0.00 0.100 0.00 1011.54 1078.64 0.536 1079.175 0.3 0.81 0.010 1079.185 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.18 0.11687 .000215 0.00 0.100 0.00 11011.72 1078.66 0.514 1079.174 0.3 0.85 0.011 1079.185 0.00 0.238 0.83 0.00 0.00 0 0.00 0.11687 0.16 .000242 0.00 0.100 0.00 I I ~\. .IENS~E : R.B.F. & ASSOC. . SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING 1 STORM DRAIN LINE "LATERAL A-S" LOWES FlLE:1467A5 QFILE:1467A5Q JATIDt.: INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl 2L NO A VBPR ELEV OF FLOW ELEV HEAD GRD. EL. ELEV DEPTH DIA ID NO. PIER IIELEM SO SF AVE HF NORM DEPTH ZR *****~~************************************************************************************************************************ 11011.88 1078.68 0.494 1079.173 0.3 0.89 0.012 1079.185 0.00 0.238 0.83 0.00 0.00 0 0.00 O. i.S 0.11687 .000274 0.00 0.100 0.00 1,0,2.03 1078.70 0.475 1079.172 0.3 0.94 0.014 1079.186 0.00 0.238 0.83 0.00 0.00 0 0.00 0.02 0.11687 .000310 0.00 0.100 0.00 11012.05 1078.70 0.457 1079.156 0.3 0.98 0.015 1079.171 0.00 0.238 0.83 0.00 0.00 0 0.00 IDRAULI C JUMP 0.00 1012.05 1078.70 0.103 1078.802 0.3 7.69 0.919 1079.721 0.00 0.238 0.83 0.00 0.00 0 0.00 I 3.'.9 0.11687 .098152 0.34 0.100 0.00 1015.54 1079.11 0.106 1079.212 0.3 7.32 0.831 1080.043 0.00 0.238 0.83 0.00 0.00 0 0.00 I 2.31 0.11687 .085311 0.20 0.100 0.00 11017.85 1079.38 0.110 1079.486 0.3 6.98 0.756 1080.242 0.00 0.238 0.83 0.00 0.00 0 0.00 1.58 0.11687 .074443 0.12 0.100 0.00 11019.43 1079.56 0.113 1079.674 0.3 6.67 0.690 1080.364 0.00 0.238 0.83 0.00 0.00 0 0.00 1. 'IS 0.11687 .064883 0.07 0.100 0.00 11020.58 1079.69 0.117 1079.812 0.3 6.38 0.633 1080.445 0.00 0.238 0.83 0.00 0.00 0 0.00 1 0.90 0.11687 .056698 0.05 0.100 0.00 1079.80 1021.1.8 0.121 1079.921 0.3 6.12 0.582 1080.503 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.72 0.11687 .049508 0.04 0.100 0.00 1022.20 1079.88 0.125 1080.009 0.3 5.77 0.517 1080.526 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.59 0.11687 .043201 0.03 0.100 0.00 11022.'79 1079.95 0.129 1080.083 0.3 5.56 0.479 1080.562 0.00 0.238 0.83 0.00 0.00 0 0.00 0.11687 .037764 0.02 0.100 0.49 0.00 I I f61r 'IENs~E: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING I STORM DRAIN LINE "LATERAL A-511 LOWES FILE:1467A5 QFI LE: 1467A5Q ITATION INVERT DEPTH 1./.5. Q VEL VEL ENERGY SUPER CRITICAL HGT! BASE! ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO.. PIER I!ELEM SO SF AVE HF NORM DEPTH ZR **..*-'**.__...**....**......_._.*.....................*************************************************************************** 1'023.28 1080.01 0.134 1080.145 0.3 5.26 0.430 1080.575 0.00 0.238 0.83 0.00 0.00 0 0.00 0.42 0.11687 .033001 0.01 0.100 0.00 1'023.70 1D80.06 0.138 1080.198 0.3 5.08 0.401 1080.599 O.OD 0.238 0.83 0.00 0.00 0 0.00 O.~5 0.11687 .028806 0.01 0.100 0.00 1,024.05 1080.10 0.143 1080.244 0.3 4.84 0.364 1080.608 0.00 0.238 0.83 0.00 0.00 0 0.00 1 0.31 0.11687 .025194 0.01 0.100 0.00 1024.36 1080.14 0.148 1080.284 0.3 4.62 0.331 1080.615 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.26 0.11687 .022018 0.01 0.100 0.00 1024.62 1080.17 0.153 1080.320 0.3 4.35 0.294 1080.614 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.22 0.11687 .019228 0.00 0.100 0.00 1'024.84 1080.19 0.158 1080.351 0.3 4.17 0.270 1080.621 0.00 0.238 0.83 0.00 0.00 0 0.00 0.11687 .016780 0.100 0.00 0.20 0.00 1'025.04 1080.22 0.163 1080.379 0.3 4.00 0.248 1080.627 0.00 0.238 0.83 0.00 0.00 0 0.00 0.16 0.11687 .014663 0.00 0.100 0.00 11025.20 1080.23 0.169 1080.404 0.3 3.80 0.224 1080.628 0.00 0.238 0.83 0.00 0.00 0 0.00 1 0.14 0.11687 .012809 0.00 0.100 0.00 1080.25 0.174 1080.426 0.3 1025.34 3.61 0.203 1080.629 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.12 0.11687 .011178 0.00 0.100 0.00 1025.46 1080.27 0.180 1080.446 0.3 3.45 0.185 1080.631 0.00 0.238 0.83 0.00 0.00 0 0.00 I 0.09 0.11687 .009787 0.00 0.100 0.00 .1025.55 1080.28 0.187 1080.463 0.3 3.30 0.169 1080.632 0.00 0.238 0.83 0.00 0.00 0 0.00 0.11687 .008565 0.00 0.100 0.00 0.09 I I ttJ"'7 -I LICENSEE: R.B.F. & ASSOC. - SAN OIEGO 1 F0515P WATER SURFACE PROFILE LISTING LINE "LATERAl A-SIl STORM DRAIN LOWES FILE:1467A5 QFILE:1467A5Q ITATlO~ INVERT ELEV DEPTH OF FLOW W.S. ELEV Q VEL VEL HEAD ENERGY GRD .EL. SUPER CR I TI CAL ELEV DEPTH HGTI DIA PAGE 4 BASEl ID NO. 2L NO AVBPR PIER I!ELEM SO SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 11025.54 lD8D.29 0.193 1080.479 D.06 0.11687 11025.70 1080.29 0.200 1080.494 1 0.06 0.11687 1025.76 1080.30 0.206 1080.507 I 0.03 0.11687 1025.79 1080.30 0.214 1080.518 1 0.03 0.11687 0.3 0.3 0.3 0.3 .1025.82 0.01 1080.31 0.221 1080.529 0.3 0.11687 11025.83 0.01 11025.84 1080.31 0.229 1080.538 0.3 3.12 0.152 1080.631 0.00 .007487 0.00 3.00 0.140 1080.634 0.00 .006543 0.00 2.86 0.127 1080.634 0.00 .005721 0.00 2.73 0.115 1080.633 0.00 .005010 0.00 2.59 0.104 1080.633 0.00 .004382 0.00 2.46 0.094 1080.632 0.00 0.11687 .003807 0.00 ~~~\-" ~-~...,.,.- O~~ 1080.31 0.238 1080.548 0.3 2.34 0.085 1080.633 0.00 I I I I . I I 0.238 0.238 0.238 0.238 0.238 0.238 0.238 0.100 0.100 0.100 0.100 0.100 0.100 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 <oPt I I HEADING LINE NO 1 IS - I HEADING LINE NO 2 IS - I IIrDING LINE NO 3 IS - I I I I I I I I I I I I I I F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE IILATERAL A-6" LOWES FILE:1467A6 QFILE:1467A6Q ~ ITE: TIME: I 4:./'9/1999 16:41 WATER SURFACE PROFILE F0515P CHANNEL DEFINITION LISTING PAGE lARD ODE SECT CHN NO OF AVE PIER HEIGHT 1 BASE NO TYPE PIERS WIDTH DIAMETER WIDTH ZL ZR INV DROP Y(l) Y(Z) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(10) I~ 1 4 0.B3 2 4 1.Z5 3 4 1.50 CO 4 4 Z.OO I~ 5 4 2.50 6 4 3.00 CO 7 4 3.50 -~ 8 4 4.00 9 4 4.50 10 4 5.00 CO 11 4 5.50 I~ 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 I I I I I I I I I I I I ~ I F 0 5 1 5 P PAGE NO 2 I IEMENT NO WATER SURFACE PROFILE - ELEMENT CARD LISTING " L\.",-,,~I~ IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 1000.00 1077.38 1 W S ELEV 1079.45 IEMENT NO 2 IS A REACH U/S DATA . . . STATION INVERT SECT 1025.84 1079.81 1 N 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 IEMENT NO 3 IS A SYSTEM HEADWORKS O~..,.~ ~"''''E'c.,,;'t''N U/S DATA STATION INVERT SECT I 1025.84 1079.81 1 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HOWKeS, W.S.ELEV " INV + DC W S ELEV 0.00 I I I I I I I I I I I I I rt) I CENSEE: R.B.F. & ASSOC. . SAN OIEGO F0515P PAGE WATER SURFACE PROFILE LISTING I STORM DRAIN LINE "LATERAL A-6" LOWES FILE: 1467A6 OFILE:'467A6Q ITATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA 10 NO. PIER I/ELEM SO SF AVE HF NORM DEPTH ZR *****,~************************************************************************************************************************** .-=.\0.'" L\.,..>"" 11000.00 10n.38 2.070 1079.450 0.7 1.29 0.026 1079.476 0.00 0.369 0.83 0.00 0.00 0 0.00 13.27 0.09404 .000608 0.01 0.140 0.00 I 1013.:~7 1078.63 0.830 1079.458 0.7 1.29 0.026 1079.484 0.00 0.369 0.83 0.00 0.00 0 0.00 0.'19 0.09404 .000570 0.00 0.140 0.00 1,014.06 1078.70 0.753 1079.455 0.7 1.36 0.029 1079.484 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0...5 0.09404 .000558 0.00 0.140 0.00 10'4.~51 1078.74 0.708 1079.452 0.7 1.42 0.031 1079.483 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.:~6 0.09404 .000605 0.00 0.140 0.00 1014:77 1078.n 0.671 1079.440 0.7 1.49 0.035 1079.475 0.00 0.369 0.83 0.00 0.00 0 0.00 IDRAULI C JUMP 0.00 11014:77 1078.n 0.178 1078.947 0.7 8.24 1. 053 1080.000 0.00 0.369 0.83 0.00 0.00 0 0.00 0.09404 l.IJ3 .056849 0.06 0.140 0.00 11015.30 1078.87 0.184 1079.050 0.7 7.87 0.961 1080.011 0.00 0.369 0.83 0.00 0.00 0 0.00 1.;52 0.09404 .049642 0.09 0.140 0.00 11017.62 1079.04 0.190 1079.227 0.7 7.45 0.861 1080.088 0.00 0.369 0.83 0.00 0.00 0 0.00 I 1.43 0.09404 .043337 0.06 0.140 0.00 1079.17 0.196 1079.368 1019.05 0.7 7.14 0.792 1080.160 0.00 0.369 0.83 0.00 0.00 0 0.00 I 1.15 0.09404 .037873 0.04 0.140 0.00 1020.20 1079.28 0.203 1079.483 0.7 6.80 0.717 1080.200 0.00 0.369 0.83 0.00 0.00 0 0.00 1 0.96 0.09404 .033138 0.03 0.140 0.00 11021.16 1079.37 0.210 1079.580 0.7 6.48 0.652 1080.232 0.00 0.369 0.83 0.00 0.00 0 0.00 0.09404 .028974 0.02 0.140 0.00 0..50 I I ~t> I'CE~SEE : R.B.F. & ASSOC. . SAN DIEGO FD515P PAGE 2 WATER SURFACE PROFILE LI STI NG I STORM DRAIN LINE "LATERAL A-611 LOWES FILE: 1467A6 OFILE:1467A60 ITATlON INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGTI BASEl 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRO.EL. ELEV DEPTH DIA ID NO. PIER I/ELEM SO SF AVE HF NORM DEPTH ZR ********************************************************************************************************************************* 11021.96 1079.44 0.217 1079.662 0.7 6.19 0.596 1080.258 0.00 0.369 0.83 0.00 0.00 0 0.00 0.140 0.00 0.67 0.09404 .025355 0.02 11022.63 1079.51 0.225 1079.733 0.7 5.88 0.537 1080.270 0.00 0.369 0.83 0.00 0.00 0 0.00 0.57 0.09404 .022210 0.01 0.140 0.00 .1023.20 1079.56 0.233 1079.795 0.7 5.60 0.487 1080.282 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0..9 0.09404 .019439 0.01 0.140 0.00 1079.61 0.241 1079.849 0.7 5.34 0.443 1080.292 0.00 0.369 0.83 0.00 0.00 0.00 1023.69 0 I 0.42 0.09404 .017003 0.01 0.140 0.00 1024.;1 1079.65 0.249 1079.897 0.7 5.11 0.405 1080.302 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.35 0.09404 .014881 0.01 0.140 0.00 .1024.46 1079.68 0.258 1079.939 0.7 4.86 0.367 1080.306 0.00 0.369 0.83 0.00 0.00 0 0.00 0.09404 .013035 0.00 0.140 0.00 0.31 .1024.;7 1079.71 0.267 1079.976 0.7 4.64 0.334 1080.310 0.00 0.369 0.83 0.00 0.00 0 0.00 0.24 0.09404 .011425 0.00 0.140 0.00 11025.01 1079.73 0.277 1080.009 0.7 4.43 0.305 1080.314 0.00 0.369 0.83 0.00 0.00 0 0.00 0.22 0.09404 .010008 0.00 0.140 0.00 11025.23 1079.75 0.286 1080.039 0.7 4.22 0.276 1080.315 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.17 0.09404 .008769 0.00 0.140 0.00 1025.1.0 1079.77 0.297 1080.066 0.7 4.02 0.251 1080.317 0.00 0.369 0.83 0.00 0.00 0 0.00 I O. 'IS 0.09404 .007690 0.00 0.140 0.00 11025.55 1079.78 0.307 1080.090 0.7 3.83 0.227 1080.317 0.00 0.369 0.83 0.00 0.00 0 0.00 0.09404 .006738 0.00 0.140 0.00 0.11 I I fbl\ IC~NSEE " R.B.F. & ASSOC. - SAN DIEGO F0515P ~ATER SURFACE PROFILE lILATERAL A~6" I STORM DRAIN LINE LO~ES FILE:1467A6 QFILE:1467A6Q ITATION DEPTH OF FLO~ ~.S. ELEV INVERT ELEV Q VEL VEL HEAD ENERGY GRD .EL. LI STI NG SUPER CR IT I CAL ELEV DEPTH HGTI OrA PAGE 3 BASEl 10 NO. ZL NO AVBPR PIER I/ELEM SO SF AVE HF NORM DEPTH ZR *****~~*****************************************************.***ww**_*****.*.***.*.**********.*********.**.*_**w.__.********* 11025.66 1079.79 0.318 1080.111 0.08 0.09404 11025.74 1079.80 0.330 1080.130 0.06 0.09404 11025.UO 1079.81 0.342 1080.148 1 0.04 0.09404 1079.81 0.354 1025.84 1080.164 I 0.7 0.7 0.7 0.7 0.00 0.09404 O~-" ~f'.:."-"" ~,..St..S<'\..._ 1025.34 1079.81 0.369 1080.179 0.7 I I I I 1 I I I I I 3.66 0.209 1080.320 0.00 .005914 0.00 3.4B 0.188 1080.318 0.00 .005193 0.00 3.32 0.171 1080.319 0.00 .004556 0.00 3.17 0.156 1080.320 0.00 .003985 3.02 0.141 0.00 1080.320 0.00 0.369 0.369 0.369 0.369 0.369 0.140 0.140 0.140 0.140 0.83 0.00 0.00 0 0.00 0.00 0.83 0.00 0.00 0 0.00 0.00 0.83 0.00 0.00 0 0.00 0.00 0.83 0.00 0.00 0 0.00 0.00 0.83 0.00 0.00 0.00 o 0...'0 I I HEADING LINE NO 1 IS - I HEADING LINE NO 2 IS - I lADING LINE NO 3 IS - I I I I I I I I I I I I I I F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE IILATERAL A-711 LOWES FILE:1467A7 QFILE:1467A7Q 0...\ liTE: 4/19/1999 TIME: 16:45 I liARD lODE F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE CD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV YC1 ) YCZ) Y(3) Y(4) Y(5) Y(6) y(7) Y(8) Y(9) ye1D) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 0.83 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 CD I~ CD -~ CD I~ I~ CD I I I I I I I I I I I I I I <\"V I I ELEMENT NO I ELEMENT NO I F 0 '; 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING w....,,= \ ~ ' IS A SYSTEM OUTLET * '- * * U/S DATA STATION INVERT SECT 1000.00 1077.67 1 W S ELEV 1079.96 2 IS A REACH U/S DATA * * * STATION INVERT SECT 1021.00 1079.86 1 N 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 3 IS A SYSTEM HEAOWORKS Do.. '.....'~~...s;;- c..e:."'.... ~o-.:. U/S DATA STATION INVERT SECT 1021.00 1079.86 1 NO EDIT ERRORS ENCOUNTEREO.COMPUTATION IS NOW BEGINNING II WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HOWKOS, W.S.ELEV = INV + DC ILEMENT NO W S ELEV 0.00 I I I I I I I I I I I I I o....'? ICENSEE' : F0515P ~ATER SURFACE PROFILE LISTING STORM DRAIN LINE IlLATERAL A-7" LO~ES FILE: 1467A7 QFILE:1467A7Q R.B.F. & ASSOC. - SAN DIEGO I ITATION INVERT ELEV OEPTH OF F LO~ ~.S. ELEV Q VEL VEL HEAD ENERGY GRO.EL. SUPER CR I TJ CAL ELEV DEPTH HGTI OIA BASEl 10 NO. ZL PAGE NO AVBPR PIER I/ELEM SO SF AVE HF NORM DEPTH ZR *****.._*******************************-********************************************--**"'************************************* L\.~a ,~\ 11000.00 14.17 1077.67 0.10429 11014.17 1079.15 0.58 11014.75 10RAULI C 1014.75 I 0.10429 1079.21 JUMP 1079.21 0.94 0.10429 1015.69 1079.31 1 11016.60 O. ;'4 11017.34 0.65 11017.99 I 0.55 1018.54 I 0.91 0.10429 1079.40 0.10429 1079.48 0.10429 1079.55 0.10429 1079.60 0.47 0.10429 1019.01 1079.65 1 0.<.0 0.10429 I 101:::~ I I 1079.69 0.10429 2.290 1079.960 0.830 1079.978 0.753 1079.962 0.241 1079.450 0.250 1079.557 0.258 1079.659 0.268 1079.746 0.277 1079.823 0.287 1079.890 0.297 1079.950 0.308 1080.003 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.85 0.053 1080.013 .001240 0,02 0.00 1.85 0.053 1080.031 0.00 .001162 0.00 1.94 0.058 1080.020 7.69 0.919 1080.369 .034750 0.03 0.00 0.00 7.30 0.827 1080.384 0.00 .030191 0.03 6.94 0.749 1080.408 .026439 0.02 6.62 0.681 1080.427 .023177 0.02 6.29 0.614 1080.437 .020298 0.01 6.02 0.564 1080.454 .017788 0.01 0.00 0.00 0.00 0.00 5.75 0.513 1080.463 0.00 .015596 0.01 5.46 0.464 1080.467 .013683 0.00 0.00 0.445 0.445 0.445 0.445 0.445 0.445 0.445 0.445 0.445 0.445 0.445 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.00 0.00 0.00 o 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o 0.00 o 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o 0.00 o 0.00 o 0.00 o 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 o 0.00 OA. tENSE:: R.B.F. & ASSOC. ~ SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING I STORM ORAIN LINE IILATERAL A.7" LOWES FILE:1467A7 OFI LE: 1467A70 IATION INVERT OEPTN W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAO GRO .EL. ELEV OEPTH OIA 10 NO. PIER IELEM SO SF AVE HF NORM OEPTH ZR ******************************************************************************************************************************** 11019.76 1079.73 0.319 1080.050 1.0 5.21 0.421 1080.471 0.00 0.445 0.83 0.00 0.00 0 0.00 0.29 0.10429 .0'1994 0.00 0.200 0.00 11020.05 1079.76 0.330 1080.091 1.0 4.98 0.384 1080.475 0.00 0.445 0.83 0.00 0.00 0 0.00 0.25 0.10429 .010519 0.00 0.200 0.00 11020.30 1079.79 0.342 1080.129 1.0 4.74 0.349 1080.478 0.00 0.445 0.83 0.00 0.00 0 0.00 . 0.20 0.10429 .009240 0.00 0.200 0.00 1020.50 1079.81 0.355 10BO.162 1.0 4.52 0.318 1080.480 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.16 0.10429 .008119 0.00 0.200 0.00 1020.66 1079.83 0.368 1080.193 1.0 4.31 0.288 1080.481 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.13 0.10429 .007137 0.00 0.200 0.00 11020.79 1079.84 0.382 1080.220 1.0 4.12 0.263 1080.483 0.00 0.445 0.83 0.00 0.00 0 0.00 0.10429 .006276 0.00 0.200 0.00 0.10 .1020.89 1079.85 0.396 1080.244 1.0 3.92 0.239 1080.483 0.00 0.445 0.83 0.00 0.00 0 0.00 0.06 0.10429 .005520 0.00 0.200 0.00 11020.95 1079.86 0.411 1080.266 1.0 3.73 0.216 1080.482 0.00 0.445 0.83 0.00 0.00 0 0.00 0.04 0.10429 .004B62 0.00 0.200 0.00 11020.99 1079.86 0.427 1080.286 1.0 3.56 0.197 1080.483 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.01 0.10429 .0042n 0.00 0.200 0.00 O~~p~ C.;::r.......~......:l 1021.00 1079.86 0.445 1080.305 1.0 3.39 0.178 1080.483 0.00 0.445 0.83 0.00 0.00 0 0.00 . I I I ~ II. I I HEADING LINE NO 1 IS - I HEADING LINE NO 2 IS - I ~ING LINE NO 3 IS - I I I I I I I I I I I I I I F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL A-BII LOWES FILE:1467A8 QFILE:1467A8Q <\(q lirE: 4/19/1999 TIME: 17':27 I F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE co SECT CHW WO OF AVE PIER HEIGHT 1 BASE ZL ZR IWV Hl ) H2) H3) H4) H5) Y(6) ya) HB) H9) Y(10) WO TYPE PIERS ~IOTH DIAMETER ~IDTH DROP 1 4 0.83 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 B 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 6.09 3.00 0.00 0.00 0.00 liARD lODE I I co I I~ I~ co I~ CD I~ CD II I I I I II I I I I I I C\."\ II (EMEWT WO II ELEMENT NO I rEMENT NO F0515P ~ATER SURFACE PROFILE - .,..:It\~\ L,\ * * ELEMENT CARD LISTING IS A SYSTEM OUTLET U/S DATA STAT lOW IWVERT 1000.00 1077.55 * SECT 3 2 IS A REACH U/S DATA * * * STAT lOW INVERT SECT 1004.33 1078.06 3 3 IS A ~ALL EWTRAWCE * U/S DATA STATIOW IWVERT SECT 1004.33 1078.06 14 4 IS A SYSTEM HEAD~ORKS C _ro . A>- 3 * U/S DATA STATION IWVERT SECT 1004.33 1078.06 14 I EDIT ERRORS ENCOUWTERED-COMPUTATJOW IS NO~ BEGIWWING ~ARNING NO.2.. - ~ATER SURFACE ELEVATION GIVEW IS LESS THAW OR IEMENT WO II I I I I III II II I II I I I ~ S ELEV 1080.34 W 0.010 FP 0.500 * ~ S ELEV 0.00 PAGE WO 2 RADIUS AWGLE ANG PT MAW H 0.00 0.00 0.00 0 EQUALS IWVERT ELEVATION IW HD~KDS, ~.s.ELEV = IWV + DC C\" IIC!'WSEE.: R.B.F. & ASSOC. - SAN DIEGO F0515P ~ATER SURFACE PROFILE LISTIWG STORM DRAIN LINE "LATERAL A.8" LO~ES FILE:1467A8 QFILE:1467A8Q PAGE I ITATlOII INVERT ELEV DEPTH OF FLO~ ~.S. ELEV Q VEL VEL HEAD EWERGY GRD.EL. SUPER CR IT I CAL ELEV DEPTH HGT/ OIA BASE/ 10 NO. ZL NO AVBPR PIER I/ELEM SO SF AVE HF NORM DEPTH ZR ******************-*******************************************************************************~*************************~*** , \_\-..>e \ r.>. 11000.00 1077.55 2.790 1080.340 1.0 0.57 0.005 1080.345 0.00 0.373 1.50 0.00 0.00 0 0.00 0.11778 4.33 .000054 0.00 0.140 0.00 11004.33 1078.06 2.280 1080.340 1.0 0.57 0.005 1080.345 0.00 0.373 1.50 0.00 0.00 0 0.00 ~ALL EWTRAWCE C -e:.. 0-..-3- 0.00 II 1004.33 1078.06 2.290 1080.350 1.0 0.15 0.000 1080.350 0.00 0.151 6.09 3.00 0.00 0 0.00 I t:-L"""- B~. \'S > .:ic..'; lA-S. C>~ II I II I 1 II II II I II I ~o.-. I. ," II HEADING LIWE WO 1 IS - II HEADIWG LIWE WO 2 IS - II IADIWG LINE WO 3 IS - II II II I I I III 1 I I II I 1 I F 0 5 1 5 P PAGE NO 3 ~ATER SURFACE PROFILE . TITLE CARD LISTIWG STORM DRAIN LINE "LATERAl A-911 LO~ES FILE:1467A9 QFILE:1467A9Q \~ liTE: IME: 4/19/1999 17:3z ~ATER SURFACE PROFILE F0515P CHAWNEL OEFIWITIOW LISTIWG PAGE t~ SECT CHN WO OF AVE PIER HEIGHT 1 BASE WO TYPE PIERS ~IDTH DIAMETER ~IOTH ZL ZR IWV Y(l) Y(Z) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP I 1 4 0.83 2 4 1.25 3 4 1.50 CD 4 4 2.00 I 5 4 2.50 6 4 3.00 CD 7 4 3.50 I 8 4 4.00 9 4 4.50 CO 10 4 5.00 I 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 7.Z0 7.00 0.00 0.00 0.00 I I I II II II I I I I I I \0\ I. I ELEMEWT WO I ELEMEWT WO II F 0 5 1 5 P PAGE NO 2 ~ATER SURFACE PROFILE - ELEMEWT CARD LISTING \~. L\"",C; ,...,. IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 1000.00 1078.00 1 ~ S ELEV 1080.62 2 IS A REACH U/S DATA * * * STATION IWVERT SECT 1021.00 1080.27 1 W 0.010 RADIUS ANGLE AWG PT MAW H 0.00 0.00 0.00 0 3 IS A SYSTEM HEAD~ORKS 0;::,....:.~"Sft>~ c....::....-"'<:CS\",.::>* U/S DATA STATIOW IWVERT SECT 1021.00 1080.27 1 I EDIT ERRORS EWCOUWTERED-COMPUTATIOW IS WO~ BEGIWNING ~ARWIWG WOo 2 ** . ~ATER SURFACE ELEVATIOW GIVEW IS LESS THAN OR EQUALS INVERT ELEVATIOW IW HD~KDS, ~.S.ELEV = INV + DC ILEMEWT NO I I I I II I I II II I II II II ~ S ELEV 0.00 \O'V IIICEWSEE: 'R.B.F. & ASSOC. . SAW DIEGO F0515P PAGE ~ATER SURFACE PROFILE LI STI WG II STORM ORAIW LIWE "LATERAL A~91l LO~ES F1LE:1467A9 QFILE:1467A9Q IISTATlON INVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLO~ ELEV HEAD GRD .EL. ELEV DEPTH DIA ID WOo PIER IIL/ELEM SO SF AVE HF WORM DEPTH ZR ****************************-*****-*************************************~*****~******************************************* , , L\~"C ~ II 1000.00 1078.00 2.620 1080.620 1.0 1.85 0.053 1080.673 0.00 0.445 0.83 0.00 0.00 0 0.00 0.10809 .001240 0.02 0.200 0.00 16.75 11016.75 1079.81 0.830 1080.641 1.0 1.85 0.053 1080.694 0.00 0.445 0.83 0.00 0.00 0 0.00 0.66 0.10809 .001162 0.00 0.200 0.00 I 1017.41 1079.88 0.753 1080.635 1.0 1.94 0.058 1080.693 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.37 0.10809 .001140 0.00 0.200 0.00 1017.78 1079.92 0.708 1080.630 1.0 2.03 0.064 1080.694 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.16 0.10809 .001235 0.00 0.200 0.00 1017.94 1079.94 0.671 1080.611 1.0 2.13 0.071 1080.682 0.00 0.445 0.83 0.00 0.00 0 0.00 IYDRAUlIC JUMP 0.00 II 1017.94 1079.94 0.268 1080.208 1.0 6.62 0.681 1080.889 0.00 0.445 0.83 0.00 0.00 0 0.00 0.17 0.10809 .023186 0.00 0.200 0.00 II 1018.11 1079.96 0.277 1080.235 1.0 6.29 0.614 1080.849 0.00 D.445 0.83 0.00 0.00 0 0.00 0.53 0.10809 .020298 0.01 0.200 0.00 I 1018.64 1080.02 0.287 1080.302 1.0 6.02 0.564 1080.866 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.45 0.10809 .01778B 0.01 0.200 0.00 1019.09 1080.06 0.297 1080.361 1.0 5.75 0.513 1080.874 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.39 0.10809 .015596 0.01 0.200 0.00 1019.48 1080.11 0.308 1080.413 1.0 5.46 0.464 1080.877 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.33 0.10809 .013683 0.00 0.200 0.00 1019.81 1080.14 0.319 1080.460 1.0 5.21 0.421 1080.881 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.28 0.10809 .011994 0.00 0.200 0.00 II II \09; IERSEE: 'R.B.F. & ASSOC. . SAW DIEGO F0515P PAGE 2 ~ATER SURFACE PROFILE LI STl NG II STORM DRAIW LIWE IILATERAL A-91l LO~S FILE: 1467A9 QFl LE: 1467A9Q IATlON IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL WO AVBPR ELEV OF FL~ ELEV HEAD GRO.EL. ELEV DEPTH OIA 10 WOo PIER IELEM SO SF AVE HF NORM DEPTH ZR .w_*.w*__...*_..._.*_...__*__.._.**_._._._____**.__*_*www*w**wwwww*_____._____*_*_.__*____**_.__*_*_**_*__..www*w**www.ww_.___*_ 11020.09 1080.17 0.330 1080.502 1.0 4.98 0.384 1080.886 0.00 0.445 0.83 0.00 0.00 0 0.00 0.24 0.10809 .010519 0.00 0.200 0.00 1020.33 1080.20 0.342 1080.539 1.0 4.74 0.349 1080.888 0.00 0.445 0.83 0.00 0.00 0 0.00 0.18 0.10809 .009240 0.00 0.200 0.00 1020.51 1080.22 0.355 1080.573 1.0 4.52 0.318 1080.891 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.16 0.10809 .008119 0.00 0.200 0.00 0.00 0.445 0.83 0.00 0.00 1020.67 1080.23 0.368 1080.603 1.0 4.31 0.288 1080.891 0.00 0 II 0.12 0.10809 .007137 0.00 0.200 0.00 1020.79 1080.25 0.382 1080.630 1.0 4.12 0.263 1080.893 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.10 0.10809 .006276 0.00 0.200 0.00 111020.89 1080.26 0.396 10BO.654 1.0 3.92 0.239 1080.893 0.00 0.445 0.83 0.00 0.00 0 0.00 0.10809 .005520 0.00 0.200 0.00 0.06 11020.95 1080.27 0.411 1080.676 1.0 3.73 0.216 1080.892 0.00 0.445 0.83 0.00 0.00 0 0.00 0.04 0.10809 .004862 0.00 0.200 0.00 11020.99 1080.27 0.427 1080.696 1.0 3.56 0.197 1080.893 0.00 0.445 0.83 0.00 0.00 0 0.00 0.01 0.10809 .004272 0.00 0.200 0.00 I O"'.......~(>"""-" c....r......<S~......" 3.39 0.178 1080.893 0.00 0.445 0.83 0.00 0.00 0 0.00 1021.00 1080.27 0.445 1080.715 1.0 II II II I II \J><. II II HEADING LlWE WO 1 IS - II HEADIWG LlWE WO 2 IS - II IADIWG LlWE WO 3 IS - I I II II I II II I II II II I II I F 0 5 1 5 P PAGE WO 3 ~ATER SURFACE PROFILE - TITLE CARD LISTIWG STORM DRAIN LINE IILATERAL A-1011 LO~S FILE:1467AI0 QFILE:1467Al0Q \t:J6 ITE: 1./19{1999 TIME: 17:42 II F0515P ~ATER SURFACE PROFILE CHANNEL DEFIWITION LISTIWG PAGE .ARD lODE SECT CHW WO 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) NO TYPE PIERS ~IDTH DIAMETER ~IDTH DROP 1 4 0.83 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 co I~ CD -~ I~ CO I~ CD II II I II I I II II II I II I \tJ~ II F 0 5 1 5 P PAGE NO 2 II ~ATER SURFACE PROFILE - ELEMEWT CARD LISTIWG L..\. ~ ~ r->' ELEMEWT WO IS A SYSTEM OUTLET * * * II U/S DATA STATIOW IWVERT SECT ~ S ELEV 1000.00 1078.27 1 1080.95 ELEMEWT WO 2 IS A REACH * * * II U/S DATA STATION IWVERT SECT W RAD IUS ANGLE AWG PT MAN H 1021.00 1080_66 1 0.010 0.00 0.00 0.00 0 ILEMEWT WO 3 IS A SYSTEM HEAD~ORKS U/S DATA STATIOW IWVERT SECT 1021.00 1080.66 1 I EDIT ERRORS EWCOUWTERED'COMPUTATIOW IS WO~ BEGIWNIWG ~ARWIWG NO. 2 ** - ~ATER SURFACE ELEVATIOW GIVEW IS LESS THAW OR EQUALS ~<;.~ ~".....~~ ~ S ELEV 0.00 IWVERT ELEVATIOW IW HD~KDS, ~.S.ELEV = INV + DC II I II I II II II II II II I I II \~ I~WSEE: R'.B.F. & ASSOC. - SA~ DIEGO F0515P PAGE I ~ATER SURFACE PROFILE L1STIWG II STORM DRAIW LIWE IlLATERAl A~1011 LO~ES FILE:1467AI0 QFILE:1467Al0Q IATION INVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL WO AVBPR ELEV OF FLO~ ELEV HEAD GRO.EL. ELEV DEPTH DIA 10 WOo PIER IELEM SO SF AVE HF WORM DEPTH ZR ******************************************************************************************************************************** l-\ .." e. \ c::.' 11000.00 1078.27 2.680 1080.950 1.0 1.85 0.053 1081.003 0.00 0.445 0.83 0.00 0.00 0 0.00 0.11381 0.200 0.00 16.44 .001240 0.02 111016.44 1080.14 0.830 1080.971 1.0 1.85 0.053 1081.024 0.00 0.445 0.83 0.00 0.00 0 0.00 0.62 0.11381 .001162 0.00 0.200 0.00 IIl017.D6 1080.21 0.753 1080.965 1.0 1.94 0.058 1081.023 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.29 0.11381 .001141 0.00 0.200 0.00 1080.25 0.708 1080.954 2.03 1081.018 0.00 0.445 0.83 0.00 0.00 0 0.00 1017.35 1.0 0.064 IRAULlC JUMP 0.00 1017.35 1080.25 0.258 1080.504 1.0 6.99 0.759 1081.263 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.35 0.11381 .026676 0.01 0.200 0.00 111017.70 1080.28 0.268 1080.552 1.0 6.62 0.681 1081.233 0.00 0.445 0.83 0.00 0.00 0 0.00 0.58 0.11381 .023177 0.01 0.200 0.00 111018.2B 1080.35 0.277 1080.627 1.0 6.29 0.614 1081.241 0.00 0.445 0.83 0.00 0.00 0 0.00 0.49 0.11381 .020298 0.01 0.200 0.00 111018.<7 1080.41 0.287 1080.693 1.0 6.02 0.564 1081.257 0.00 0.445 0.83 0.00 0.00 0 0.00 0.43 0.11381 .017788 0.01 0.200 0.00 111019.20 1080.45 0.297 1080.752 1.0 5.75 0.513 1081.265 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.36 0.11381 .015596 0.01 0.200 0.00 1019.56 1080.50 0.308 1080.804 1.0 5.46 0.464 1081.268 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.'11 0.11381 .013683 0.00 0.200 0.00 1019.87 1080.53 0.319 1080.851 1.0 5.21 0.421 1081.272 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.27 0.11381 .011994 0.00 0.200 0.00 II I \t:)\ ICENSEE: R.B.F. & ASSOC. . SAW DIEGO F0515P PAGE 2 ~ATER SURFACE PROFl LE LlSTlWG II STORM DRAIW LIWE "LATERAL A~1011 LO~ES FILE:1467AI0 QFILE:1467AI0Q ITATIOII IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL NO A VBPR ELEV OF FLO~ ELEV HEAD GRD. EL. ELEV DEPTH DIA 10 WOo PIER I/ELEM SO SF AVE HF NORM DEPTH ZR *****"*****************************************************************************~***************************************** 111020.14 1080.56 0.330 1080.892 1.0 4.98 0.384 1081.276 0.00 0.445 0.83 0.00 0.00 0 0.00 0.22 0.11381 .010519 0.00 0.200 0.00 111020.36 1080.59 0.342 1080.929 1.0 4.74 0.349 1081.278 0.00 0.445 0.83 0.00 0.00 0 0.00 0.18 0.11381 .009240 0.00 0.200 0.00 111020.54 1080.61 0.355 1080.963 1.0 4.52 0.318 1081.281 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.15 0.11381 .008119 0.00 0.200 0.00 1020.69 1080.62 0.368 1080.993 1.0 4.31 0.288 1081.281 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.11 0.11381 .007137 0.00 0.200 0.00 1020.80 1080.64 0.382 1081.020 1.0 4.12 0.263 1081.283 0.00 0.445 0.83 0.00 0.00 0 0.00 I 0.10 0.11381 .006276 0.00 0.200 0.00 II 1020.90 1080.65 0.396 1081.044 1.0 3.92 0.239 1081.283 0.00 0.445 0.83 0.00 0.00 0 0.00 0.06 0.11381 .005520 0.00 0.200 0.00 I 1020.96 1080.65 0.411 1081.066 1.0 3.73 0.216 1081.282 0.00 0.445 0.83 0.00 0.00 0 0.00 0.03 0.11381 .004862 0.00 0.200 0.00 I 1020.99 10BO.66 0.427 1081.086 1.0 3.56 0.197 1081.283 0.00 0.445 0.83 0.00 0.00 0 0.00 II 0.01 0.11381 .004272 0.00 0.200 0.00 Ot>......~~ C-<::>r-.......~..:. 1021.00 1080.66 0.445 1081.105 1.0 3.39 0.178 1081.283 0.00 0.445 0.83 0.00 0.00 0 0.00 II I I II II \O~ I I HEADIWG LlWE NO 1 IS - II HEADIWG LlWE WO 2 IS - I lADING LINE WO 3 IS - I II II I I II I I II I II I II I F 051 5 P PAGE NO 3 ~ATER SURFACE PROFILE - TITLE CARD LISTIWG STORM DRAIN LINE uLATERAL A-11" LO~ES FILE:1467All QFILE:1467Al1Q ",...0 irE: 4/19/1999 TIME: 17:46 I f~~ CD I CD ~ ~ CD II~ F0515P ~ATER SURFACE PROFILE CHANWEL DEFIW!TIOW LISTIWG PAGE SECT CHN WO OF AVE PIER HEIGHT 1 BASE 2L ZR IWV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) NO TYPE PIERS ~IOTH DIAMETER ~IDTH DROP 1 4 0.83 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 CD I I I I II I I I II II II I ~ II F 0 5 1 5 P PAGE WO 2 _LEMENT WO ~ATER SURFACE PROFILE - ELEMEWT CARD LISTIWG I {. = Lt:>.' I S A SYSTEM OUTLET '-'........ = . * U/S DATA STAT lOW INVERT SECT 1000.00 1078.44 1 ~ S ELEV 1081.14 ELEMENr WO 2 IS A REACH U/S DATA * * * I STATIOW IWVERT SECT 1021.00 1080.92 1 W 0.010 RADIUS AWGLE ANG PT MAN H 0.00 0.00 0.00 0 'LEMENT WO 3 IS A SYSTEM HEAO~ORKS ~"'-~-= O:>..........:!."'~~ U/S DATA STATION IWVERT SECT 1021.00 1080.92 1 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS WO~ BEGINNIWG lit ~ARWIWG WOo 2 ** - ~ATER SURFACE ELEVATIOW GIVEN IS LESS THAN OR EQUALS IWVERT ELEVATION IW HD~KDS, ~.S.ELEV = IWV + DC ~ S ELEV 0.00 II II I II II I I II II II II II I ~1/ -------------- IIlcENsEE-: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE ~ATER SURFACE PROFILE LISTIWG II STORM DRAIW LIWE llLATERAL A-11" LO~ES FlLE:1467Al1 QFILE:1467AIIQ IISTATIOW IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL WO AVBPR ELEV OF FL~ ELEV HEAD GRD.EL. ELEV DEPTH DIA ID WOo PIER IIL/ELEM SO SF AVE HF WORM DEPTH 2R ***********************************************************~******************************************************************** L,.,se. \ ~. II 1000.00 1078.44 2.700 1081.140 0.7 1.29 0.026 1081.166 0.00 0.369 0.83 0.00 0.00 0 0.00 0.11810 .000608 0.01 0.130 0.00 15.92 II 1015.92 1080.32 0.830 1081.150 0.7 1.29 0.026 1081.176 0.00 0.369 0.83 0.00 0.00 0 0.00 0.62 0.11810 .000570 0.00 0.130 0.00 II 1016.54 1080.39 0.753 1081.146 0.7 1.36 0.029 1081.175 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.36 0.11810 .000558 0.00 0.130 0.00 1080.44 0.708 1081.144 0.7 1.42 0.031 1081.175 0.00 0.369 0.83 0.00 0.00 0 0.00 1016.90 I 0.29 0.11810 .000605 0.00 0.130 0.00 1017.19 1080.47 0.671 1081.141 0.7 1.49 0.035 1081. 176 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.24 0.11810 .000665 0.00 0.130 0.00 111017.43 1080.50 0.639 1081.138 0.7 1.57 0.038 1081.176 0.00 0.369 0.83 0.00 0.00 0 0.00 0.11810 .000739 0.00 0.130 0.00 0.22 111017.65 1080.52 0.610 1081.134 0.7 1.64 0.042 1081.176 0.00 0.369 0.83 0.00 0.00 0 0.00 0.07 0.11810 .00OB25 0.00 0.130 0.00 11017.72 1080.53 0.583 1081.115 0.7 1.72 0.046 1081.161 0.00 0.369 0.83 0.00 0.00 0 0.00 _YDRAULl C JUMP 0.00 1017.72 1080.53 0.210 1080.742 0.7 6.48 0.652 1081.394 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.33 0.11810 .029193 0.01 0.130 0.00 1018.05 1080.57 0.217 1080.788 0.7 6.19 0.596 1081.384 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.49 0.11810 .025355 0.01 0.130 0.00 1018.54 1080.63 0.225 1080.855 0.7 5.88 0.537 1081.392 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.43 0.11810 .022210 0.01 0.130 0.00 I I \\'h ICENSEE-: R.B.F. & ASSOC. . SAW DIEGO F0515P PAGE 2 ~ATER SURFACE PROFILE LI ST I NG II STORM DRAIW LINE "LATERAL A-1111 L~ES FILE:1467All QFILE:1467AIIQ IITATION IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL WO AVBPR ELEV OF FL~ ELEV HEAD GRD.EL. ELEV DEPTH DIA 10 WOo PIER II/ELEM SO SF AVE HF WORM DEPTH 2R *****"'*****************,*************************'Ir**************************_***************************************************** 111018.,'7 1080.68 0.233 1080.913 0.7 5.60 0.487 1081.400 0.00 0.369 0.83 0.00 0.00 0 0.00 0.130 0.00 0.37 0.11810 .019439 0.01 111019.34 1080.72 0.241 1080.965 0.7 5.34 0.443 1081.408 0.00 0.369 0.83 0.00 0.00 0 0.00 0.32 0.11810 .017003 0.01 0.130 0.00 11019.66 1080.76 0.249 1081.011 0.7 5.11 0.405 1081.416 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.27 0.11810 .014881 0.00 0.130 0.00 1080.79 0.258 1081. 052 1081.419 0.00 0.369 0.83 0.00 0.00 0 0.00 1019.93 0.7 4.86 0.367 II 0.23 0.11810 .013035 0.00 0.130 0.00 1020. ',6 1080.82 0.267 1081.088 0.7 4.64 0.334 1081.422 0.00 0.369 0.83 0.00 0.00 0 0.00 II D. "i9 0.11810 .011425 0.00 0.130 0.00 I 111020.35 1080.84 0.277 1081.121 0.7 4.43 0.305 1081.426 0.00 0.369 0.83 0.00 0.00 0 0.00 0.".8 0.11810 .010008 0.00 0.130 0.00 111020.53 1080.86 0.286 1081.150 0.7 4.22 0.276 1081.426 0.00 0.369 0.83 0.00 0.00 0 0.00 0.12 0.11810 .006769 0.00 0.130 0.00 11020.65 1080.88 0.297 1081.176 0.7 4.02 0.251 1081.427 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.12 0.11810 .007690 0.00 0.130 0.00 1080.89 0.307 1081. 200 0.7 3.83 0.227 1081.427 0.00 0.369 0.83 0.00 0.00 0 0.00 1020.77 I 0.09 0.11810 .006738 0.00 0.130 0.00 1020.66 1080.90 0.318 1081.221 0.7 3.66 0.209 1081.430 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.06 0.11810 .005914 0.00 0.130 0.00 .1020.92 1080.91 0.330 1081.241 0.7 3.48 0.188 1081.429 0.00 0.369 0.83 0.00 0.00 0 0.00 0.11810 .005193 0.00 0.130 0.00 0.05 II II \\k r Ii:EWSE~ : R.B.F. & ASSOC. . SAW DIEGO F0515P ~ATER SURFACE PROFILE LISTIWG STORM DRAIN LINE "LATERAL A-1111 LO~ES FILE:1467All QFILE:1467AIIQ PAGE 3 II ITATlON IWVERT ELEV DEPTH OF FLO~ ~.S. ELEV Q VEL VEL HEAD ENERGY GRD.EL. SUPER CRI TI CAL ELEV DEPTH HGT/ DIA BASE/ ID WOo 2L NO AVBPR PIER I/ELEM SO SF AVE HF WORM DEPTH ZR *****ft***********************************************************************************************************************.*** 11020.97 1080.92 0.342 1081.258 0.7 3.32 0.171 1081.429 0.00 0.369 0.83 0.00 0.00 0 0.00 0.03 0.11810 .004556 0.00 0.130 0.00 11021.00 1080.92 0.354 1081.274 0.7 3.17 0.156 1081.430 0.00 0.369 0.83 0.00 0.00 0 0.00 0.00 0.11810 .003985 0.00 0.130 0.00 II Dc,--" "iX",,-..s::- c..",.-~~ 1021.00 1080.92 0.369 1081.289 0.7 3.02 0.141 1081.430 0.00 0.369 0.83 0.00 0.00 0 0.00 II I I II I I II II II II 1 ~t6 I I ~EADIWG LIWE WO 1 IS - I HEADING LINE WO 2 IS - II IIfAOING LINE WO 3 IS - II I II II I II II I II II I I II I F 05 1 5 P PAGE NO 3 ~ATER SURFACE PROFILE - TITLE CARD LISTIWG STORM DRAIN LINE "LATERAL A-12" LO~ES FILE:1467A12 QFILE:1467A12Q \\Co IIlE: 4/19/1999 TIME: 17:48 II F0515P ~ATER SURFACE PROFILE CHAWWEL DEFIWITION LISTIWG PAGE fRO DE SECT CHN WO OF AVE PIER HEIGHT 1 BASE NO TYPE PIERS ~IDTH DIAMETER ~IDTH 2L ZR IWV DROP Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CD 1 4 0.83 t 2 4 1.25 3 4 1.50 CD 4 4 2.00 J 5 4 2.50 6 4 3.00 CO 7 4 3.50 -~ 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 I~ 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 II II II II I I II II II I I II \,\,\ STAT lOW INVERT SECT 1021.00 1080.97 1 Ou......,.....-S~ C=r-----.~ 3 IS A SYSTEM HEAD~ORKS * U/S DATA STATION IWVERT SECT 1021.00 1080.97 1 I EDIT ERRORS EWCOUWTERED'COMPUTATIOW IS WO~ BEGINNING ~ARNING WOo 2 ** - ~ATER SURFACE ELEVATJOW GIVEW, IS LESS THAN OR EQUALS II I ELEMENT WO I ELEMEWT WO I ILEMEWT WO II II II II II I I II I II I II II F 051 5 P ~ATER SURFACE PROFILE - L,,-..)e\.~\ IS A SYSTEM OUTLET * * U/S DATA STATION IWVERT 1000.00 1078.62 ELEMEWT CARD LISTIWG * SECT 1 2 IS A REACH U/S DATA * * * W 0.010 ~ S ELEV 1081.31 * ~ S ELEV 0.00 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 IWVERT ELEVATIOW IN HD~KDS, ~.S.ELEV = IWV + DC \\~ I ICEWSEE; R.B.F. & ASSOC. - SAW DIEGO F0515P PAGE I ~ATER SURFACE PROFILE LISTIWG I STORM DRAIW LIWE IILATERAl A-12" LO~ES FILE:1467A12 QFILE:1467A12Q 'TATION IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLO~ ELEV HEAD GRD .EL. ELEV DEPTH DIA 10 WOo PIER I/ELEM SO SF AVE HF WORM DEPTH ZR *****~*************************************************************************************************************************** W,..:.e ~\~\ 11000.00 1078.62 2.690 1081.310 0.7 1.29 0.026 1081.336 0.00 0.369 0.83 0.00 0.00 0 0.00 16.71 0.11191 .000608 0.01 0.130 0.00 111016.71 1080.49 0.830 1081.320 0.7 1.29 0.026 1081.346 0.00 0.369 0.83 0.00 0.00 0 0.00 0.66 0.11191 .000570 0.00 0.130 0.00 II 1017.37 1080.56 0.753 1081.317 0.7 1.36 0.029 1081.346 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.38 0.11191 .000558 0.00 0.130 0.00 1017.75 1080.61 0.708 1081.314 0.7 1.42 0.031 1081.345 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.30 0.11191 .000605 0.00 0.130 0.00 1018.05 1080.64 0.671 1081.311 0.7 1.49 0.035 1081.346 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.26 0.11191 .000665 0.00 0.130 0.00 11018.31 1080.67 0.639 1081.308 0.7 1.57 0.038 1081.346 0.00 0.369 0.83 0.00 0.00 0 0.00 0.11191 .000739 0.00 0.130 0.00 0.23 .1018.54 1080.69 0.610 1081 .304 0.7 1.64 0.042 1081.346 0.00 0.369 0.83 0.00 0.00 0 0.00 0.20 0.11191 .000824 0.00 0.130 0.00 111018.74 1080.72 0.583 1081.300 0.7 1.72 0.046 1081.346 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.19 0.11191 .000922 0.00 0.130 0.00 1080.74 0.558 1081.296 0.7 1.80 0.051 1081.347 0.00 0.369 0.83 0.00 0.00 0 0.00 1018.93 I 0.03 0.11191 .001037 0.00 0.130 0.00 1018.96 1080.74 0.536 1081.277 0.7 1.89 0.056 1081.333 0.00 0.369 0.83 0.00 0.00 0 0.00 IDRAULl C JUMP 0.00 .1018.96 1080.74 0.233 1080.974 0.7 5.65 0.495 1081.469 0.00 0.369 0.83 0.00 0.00 0 0.00 0.11191 .019488 0.01 0.130 0.00 0.28 II ~~ I I Ll CEWSEE: R.B.F. & ASSOC. - SAW DIEGO F0515P PAGE 2 II ~ATER SURFACE PROFILE Ll STJ WG STORM DRAIW LIWE IILATERAL A-12" LO~ES FILE:1467A12 QFILE:1467A12Q IITATJOW IWVERT DEPTH ~.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLO~ ELEV HEAD GRD .EL. ELEV DEPTH DIA ID WOo PIER II/ELEM SO SF AVE HF WORM DEPTH ZR *********************************************************************************************************************************** '1019.24 1080.77 0.241 1081.014 0.7 5.34 0.443 1081.457 0.00 0.369 0.83 0.00 0.00 0 0.00 0.34 0.11191 .017003 0.01 0.130 0.00 11019.58 1080.81 0.249 1081.060 0.7 5.11 0.405 1081.465 0.00 0.369 0_83 0.00 0.00 0 0.00 I 0.28 0.11191 .014881 0.00 0.130 0.00 1019.86 1080.84 0.258 1081.101 0.7 4.86 0.367 1081.468 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.25 0.11191 .013035 0.00 0.130 0.00 1020.11 1080.87 0.267 1081. 138 0.7 4.64 0.334 1081.472 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.20 0.11191 .011425 0.00 0.130 0.00 11020.31 1080.89 0.277 1081.170 0.7 4.43 0.305 1081.475 0.00 0.369 0.83 0.00 0.00 0 0.00 0.11191 .010008 0.00 0.130 0.00 0.19 11020.;0 1080.91 0.286 1081.200 0.7 4.22 0.276 1081.476 0.00 0.369 0.83 0.00 0.00 0 0.00 0.13 0.11191 .008769 0.00 0.130 0.00 11,020.53 1080.93 0.297 1081.226 0.7 4.02 0.251 1081.477 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.13 0.11191 .007690 0.00 0.130 0.00 1080.94 0.307 1081.250 0.7 3.83 0.227 1081.477 0.00 0.369 0.83 0.00 0.00 0 0.00 1020.76 I 0.09 0.11191 .006738 0.00 0.130 0.00 1020.85 1080.95 0.318 1081.271 0.7 3.66 0.209 1081.480 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.07 0.11191 .005914 0.00 0.130 0.00 II 1020.92 1080.96 0.330 1081.291 0.7 3.48 0.188 1081.479 0.00 0.369 0.83 0.00 0.00 0 0.00 0.11191 .005193 0.00 0.130 0.00 0.04 11020.96 1080.97 0.342 1081 .308 0.7 3.32 0.171 1081.479 0.00 0.369 0.83 0.00 0.00 0 0.00 0.04 0.11191 .004556 0.00 0.130 0.00 II I \1? I'ENSEE ~ R.B.F. & ASSOC. - SAN DIEGO F0515P ~ATER SURFACE PROFILE LISTIWG STORM DRAIN LINE "LATERAL A~1211 LO~ES FILE:1467A12 QFILE:1467A12Q PAGE 3 I IATHlI.: IWVERT ELEV DEPTH OF FLO~ ~.S. ELEV Q VEL VEL HEAD ENERGY GRD. EL. SUPER CRITICAL ELEV DEPTH HGT/ DIA BASE/ ID NO. ZL WO AVBPR PIER IELEM SO SF AVE HF WORM DEPTH ZR ****7*************************************************************************************************************************** 11021.00 1080.97 0.354 1081.324 0.7 3.17 0.156 1081.480 0.00 0.369 0.83 0.00 0.00 0 0.00 0.00 0.11191 .003985 0.00 0.130 0.00 'O~...:.-::.l1'o....;!<'" ~-y...V"-~~ 11021.00 ,1080.97 0.369 1081.339 0.7 3.02 0.141 1081.480 0.00 0.369 0.83 0.00 0.00 0 0.00 1 II II I I I II II II I I II I <v'- II II HEADIWG Ll NE NO 1 IS - I HEADIWG LlWE WO 2 IS - II ,ADIWG LlWE NO 3 IS . II II II II I II I I I II II I II I F 051 5 P PAGE NO 3 ~ATER SURFACE PROFILE . TITLE CARD LISTING STORM DRAIN LINE "LATERAL A-1311 LO~ES FILE:1467A13 QFILE:1467A13Q ,,?Y I .IE: 4/19/1999 TIME: 17:50 III F0515P ~ATER SURFACE PROFILE CHANWEL DEFIWITION LISTIWG PAGE ~RD .DE S,CT CHW WO OF AVE PIER HEIGHT 1 BASE NO TYPE PIERS ~IDTH DIAMETER ~IOTH ZL 2R IWV DROP Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CD 1 4 0.83 I 2 4 1.25 3 4 1.50 CD 4 4 2.00 I 5 4 2.50 6 4 3.00 7 4 3.50 , 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 I 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 I II II I I I I II II I I I ,\'/.1 II? STAT lOW IWVERT SECT 1023.33 1080.92 1 ~ ~(~ C-b......,,~...,-':) 3 IS A SYSTEM HEAD~RKS * U/S DATA STAT lOW IWVERT SECT 1023.33 1080.92 1 WO EDIT ERRORS EWCOUWTERED-COMPUTATION IS NO~ BEGIWWIWG II ~ARWING WOo 2 ** . ~ATER SURFACE ELEVATIOW GIVEW IS LESS THAW OR EQUALS 1 II ELEMENT WO II ELEMEWT WO 2 II ILEMEWT we II I II I I II II II II II I II II F 051 5 P ~ATER SURFACE PROFILE - ELEMEWT CARD LISTIWG U....,:e'~' IS A SYSTEM OUTLET * * * U/S DATA STAT lOW IWVERT SECT 1000.0D 1078.80 1 IS A REACH U/S DATA * * * W 0.010 ~ S ELEV 1081.45 * ~ S ELEV 0.00 PAGE WO 2 RADIUS AWGLE ANG PT MAN H 0.00 0.00 0.00 0 IWVERT ELEVATIOW IN HD~KDS. ~.S.ELEV = IWV + DC ,,1P'- ,lcEWSE;': R.B.F. & ASSOC. . SAW DIEGO F0515P PAGE ~ATER SURFACE PROFILE LI STI WG I STORM DRAIW LIWE "LATERAL A~13" L~ES FILE:1467A13 QFILE:1467A13Q ITATlON IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLO~ ELEV HEAD GRD .EL. ELEV DEPTH DIA 10 WOo PIER I/ELEM SO SF AVE HF WORM DEPTH ZR ********************************************************************************************************************************* L\...'C, \~' 11000.00 1078.80 2.650 1081.450 0.7 1.29 0.026 1081.476 .0.00 0.369 0.83 0.00 0.00 0 0.00 20.17 0.09087 .000608 0.01 0.140 0.00 11020.17 1080.63 0.830 1081.462 0.7 1.29 0.026 1081.488 0.00 0.369 0.83 0.00 0.00 0 0.00 0.81 0.09087 .000570 0.00 0.140 0.00 111020.98 1080.71 0.753 1081.459 0.7 1.36 0.029 1081.488 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.46 0.09087 .000558 0.00 0.140 0.00 1080.75 0.708 1081.457 1021.44 0.7 1.42 0.031 1081.488 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.38 0.09087 .000605 0.00 0.140 0.00 1021.82 1080.78 0.671 1081.454 0.7 1.49 0.035 1081.489 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.32 0.09087 .000665 0.00 0.140 0.00 II 1022.14 1080.81 0.639 1081.450 0.7 1.57 0.038 1081.488 0.00 0.369 0.83 0.00 0.00 0 0.00 0.09087 .000739 0.00 0.140 0.00 0.27 11022.41 1080.84 0.610 1081.447 0.7 1.64 0.042 1081.489 0.00 0.369 0.83 0.00 0.00 0 0.00 0.26 0.09087 .000824 0.00 0.140 0.00 I 1022.67 1080.86 0.583 10Bl.443 0.7 1.72 0.046 1081.489 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.22 0.09087 .000922 0.00 0.140 0.00 1022.89 1080.88 0.558 1081.438 0.7 1.80 0.051 1081.489 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.19 0.09087 .001037 0.00 0.140 0.00 1023.08 1080.90 0.536 1081.434 0.7 1.89 0.056 1081.490 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.19. 0.09087 .001168 0.00 0.140 0.00 I 1023.27 1080.91 0.514 1081.428 0.7 1.99 0.061 1081.489 0.00 0.369 0.83 0.00 0.00 0 0.00 0.06 0.09087 .001270 0.00 0.140 0.00 II '\~ I F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-1311 LO~ES FILE:1467A13 QFILE:1467A13Q II/ELEM SO SF AVE HF NORM DEPTH 2R ******~************************************************************************************************************************** ~...,.~ ~('~ c..::..,....,....;:;~..~ 111023.33 1080.92 0.506 1081.426 0.7 2.02 'IEWSE~ : R.B.F. & ASSOC. . SAW DIEGO II tATION IWVERT ELEV DEPTH OF FLO~ ~.s. ELEV Q VEL II II II II I II II I I II II II II II VEL HEAD 0.064 EWERGY GRD.EL. SUPER ELEV 1081.490 0.00 CRITICAL DEPTH HGT/ DIA 0.369 BASE/ lD WOo 0.83 PAGE 2 ZL NO AVBPR PIER 0.00 0.00 0.00 o ,,0/ II II HEADIWG LIWE WO 1 IS - II HEADING LIWE WO 2 IS . II IIADIWG LIWE WO 3 IS . II II II II I II II I II II I II I II F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING STORM"DRAIN LINE IILATERAL A-1411 LO~ES FILE:1467A14 QFILE:1467A14Q ,,'7/'\ IIlTE: 4f19/1999 TIME: 17:52 II I~~~ CD I~ CO I~ CD I~ CD I~ F0515P ~ATER SURFACE PROFILE' CHANWEL DEFINITIOW LISTIWG PAGE SECT CHN WO OF AVE PIER HEIGHT 1 BASE ZL ZR IWV Y(l) y(2) Y(3) Y(4) Y(5) Y(6) Y(ll Y(8) Y(9) Y(10) 110 TYPE PIERS ~IDTH DIAMETER ~IDTH DROP 1 4 0.83 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 7.20 7.00 0_00 0.00 0.00 CD I I II II II I II II II II II II " 1Jl I F 0 5 1 5 P ~LEMEWT WO ~ATER SURFACE PROFILE . ELEMEWT CARD LISTING L\.o...>E'f.::>' IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 1000.00 1079.01 1 ~ S ELEV 1081.58 I ELEMENT NO 2 IS A REACH * * U/S DATA STATION IWVERT SECT 1023.33 1080.60 1 'O~~Ce:.""'~""'::> 3 IS A SYSTEM HEAD~ORKS * U/S DATA STATIOW IWVERT SECT 1023.33 1080.60 1 NO EDIT ERRORS EWCOUWTERED-COMPUTATION IS WO~ BEGIWNIWG II ~ARNING WOo 2 ** - ~ATER SURFACE ELEVATION GIVEW IS LESS THAN OR * I W 0.010 * rEMEWT WO ~ S ELEV 0.00 PAGE NO 2 RADIUS ANGLE AWG PT MAN H 0.00 0.00 0.00 0 eQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I II II I II II I II II I II II II " 1J-. IEWSEE': II F0515P ~ATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-141l LO~ES FILE:1467A14 QFILE:1467A14Q R.B.F. & ASSOC. - SAN DIEGO tAllOW VEL VEL HEAD EWERGY GRD.EL. DEPTH OF FLO~ ~.S. ELEV Q INVERT ELEV 0.7 0.026 1081.606 1.29 .000617 0.01 1.29 0.026 1081.620 II II II 1 II II I II II II I II II SUPER CR IT I CAL ELEV DEPTH 0.00 0.00 0.369 0.369 0.150 HGT/ DIA BASE/ 10 NO. 0.83 0.83 PAGE ZL WO AVBPR PIER IIJELEM SO SF AVE HF NORM DEPTH ZR 11********************************************************************************************************************************* L""",e \~, 11000.00 1079.01 2.570 1081.580 23.33 0.06815 O~~~ ~"'~~ 111023.33 1080.60 0.994 1081.594 0.7 0.00 0.00 0.00 o 0.00 0.00 0.00 o 0.00 \ 'if> -II II HEADIWG LIWE WO 1 IS - II HEAOIWG LIWE WO 2 IS . II (DING LlWE WO 3 IS - I II I I I II II II II II II II II II F 0 5 1 5 P PAGE NO 3 ~ATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE IILATERAL A-1Su LO~ES FILE:1467A15 QFILE:1467A15Q \?], .IE: TIME: I 411911999 17:54 ~ATER SURFACE PROFILE IRD DE SECT CHW WO OF AVE PIER HEIGHT 1 BASE WO TYPE PIERS ~IDTH DIAMETER ~IDTH ZL F0515P CHAWWEL DEFIWITION LISTING 2R PAGE IWV DROP Y(ll Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CD 1 4 0.83 I 2 4 1.25 3 4 1.50 CD 4 4 2.00 I 5 4 2.50 6 4 3.00 CD 7 4 3.50 ~ 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 II~ 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 II II II I II I II I II I II II \~ I I ELEMENT WO II ILEMEWT WO ILEMEWT WO II II I I I II I II I II I I I F 051 5 P ELEMEWT CARD LISTIWG ~ATER SURFACE PROFILE - L-v..::,B \~\ IS A SYSTEM OUTLET * * U/S DATA STAT lOW IWVERT 1000.00 1079.21 * SECT 1 STATION INVERT SECT 1023.33 1080.24 1 Ou....,..:. ";,f'c:......s- c..::."",,,';::" - 3 IS A SYSTEM HEAO~RKS '--~,..~ U/S DATA STATIOW IWVERT SECT 1023.33 1080.24 1 I EDIT ERRORS EWCOUWTERED-COMPUTATION IS W~ BEGIWWIWG ~ARWIWG NO. 2 ** - ~ATER SURFACE ELEVATION GIVEW IS LESS THAW 2 IS A REACH U/S DATA * * * ~ S ELEV 1081.68 W 0.010 * ~ S ELEV 0.00 PAGE NO 2 RADIUS ANGLE AWG PT MAN H 0.00 0.00 0.00 0 OR EQUALS IWVERT ELEVATIOW IW HD~KDS, ~.S.ELEV = IWV + DC \ 9<J '? llm~: R.B.F_ & ASSOC. - SAN DIEGO F0515P ~ATER SURFACE PROFILE LISTIWG STORM DRAIN LINE IILATERAL A-15" LO~ES FILE:1467A15 QFILE:1467A15Q PAGE I IIATlON IWVERT ELEV DEPTH OF FLO~ ~.S. ELEV Q VEL VEL HEAD EWERGY GRO.EL. SUPER CR I TI CAL ELEV DEPTH HGT/ DIA BASE/ 10 WOo ZL WO AVBPR PIER IELEM SO SF AVE HF WORM DEPTH ZR *****'~************************************************************************************************************************** L\.o-..S -::.. \. !::> ' 1000.00 1079.21 2.470 1081.680 0.7 1.29 0.026 1081.706 0.00 0.369 0.83 0.00 0.00 0 0.00 23.33 0.04415 .000617 0.01 0.200 0.00 1-o~""'.J:?C.~ ~~..~ _ 023.33 1080.24 1.454 1081.694 0.7 1.29 0.026 1081.720 0.00 0.369 0.83 0.00 0.00 0 0.00 II II I II II II I I I II I II I ~ F 0 5 1 5 P PAGE NO 3 ~ATER SURFACE PROFILE - TITLE CARD LISTIWG STORM DRAIN LINE "LATERAL A-1611 LO~ES FILE:1467A16 QFILE:1467A16Q \J IE; TIME: I 4/19/1999 18: 6 ~ATER SURFACE PROFILE FOS15P CHAWWEL DEFIWITIOW LISTIWG PAGE F~ SECT CHN WO OF AVE PIER HEIGHT 1 BASE NO TYPE PIERS ~IDTH OIAMETER ~IDTH ZL ZR IWV DROP Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) co 1 4 0.83 I 2 4 1.25 3 4 1.50 CD 4 4 2.00 I 5 4 2.50 6 4 3.00 CO 7 4 3.50 I 8 4 4.00 9 4 4.50 10 4 5.00 CO 11 4 5.50 I 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CO 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 I I I I II II 1 I I I II \ I ,,--zf II F 051 5 P I ~ATER SURFACE PROFILE - ELEMEWT CARD LlSTlWG , ' ELEMENT WO IS A SYSTEM OUTLET u...:iE t:::> * . I U/S DATA STATION IWVERT SECT 1000.00 1079.42 1 ELEMENT WO 2 IS A REACH * * . II U/S DATA STATION IWVERT SECT N 1067.67 1081.57 1 0.010 PAGE NO 2 ~ S ELEV 1081. 76 RADIUS AWGLE ANG PT MAW H 0.00 0.00 0.00 0 IILEMEWT WO 3 IS A SYSTEM HEAD~ORKS ~'~E'~* ~~ * U/S DATA STATION IWVERT SECT 1067.67 1081.57 1 I EDIT ERRORS ENCOUWTERED-COMPUTATIOW IS WO~ BEGIWWING ~ARWIWG WOo 2 ** - ~ATER SURFACE ELEVATION GIVEW IS LESS THAW OR EQUALS INVERT ELEVATIOW IN HD~KDS, ~.S.ELEV = INV + DC ~ S ELEV 0.00 I II I I I II I I I II I II I \~~ ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE ~ATER SURFACE PROFILE LISTIWG I STORM DRAIN lINE "LATERAL A-16" LO~ES FILE:1467A16 QFILE:1467A16Q IITATlotl IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL WO AVBPR ELEV OF FLO~ ELEV HEAD GRD .EL. ELEV DEPTH DIA 10 WOo PIER I/ELEM SO - SF AVE HF NORM DEPTH ZR ************************************************************************************.******************...**********************. L\.....,~ \j::>' 111000.00 1079.42 2.340 1081.760 0.7 1.29 0.026 1081. 786 0.00 0.369 0.83 0.00 0.00 0 0.00 48.1.7 0.03177 .000608 0.03 0.200 0.00 11048.47 1080.96 0.830 1081. 790 0.7 1.29 0.026 1081.816 0.00 0.369 0.83 0.00 0.00 0 0.00 2.35 0.03177 .000570 0.00 0.200 0.00 II 1050.82 1081.04 0.753 1081.788 0.7 1.36 0.029 1081.817 0.00 0.369 0.83 0.00 0.00 0 0.00 II 1.35 0.03177 .000558 0.00 0.200 0.00 1052.17 1081. 08 0.708 1081.785 0.7 1.42 0.031 1081.816 0.00 0.369 0.83 0.00 0.00 0 0.00 II 1.08 0.03177 .000605 0.00 0.200 0.00 1053.25 1081. 11 0.671 1081.783 0.7 1.49 0.035 1081.818 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.92 0.03177 .000665 0.00 0.200 0.00 II 1054.17 1081.14 0.639 1081.780 0.7 1.57 0.038 1081.818 0.00 0.369 0.83 0.00 0.00 0 0.00 0.03177 0.200 0.00 0.81 .000739 0.00 11054.98 1081.17 0.610 1081.777 0.7 1.64 0.042 1081.819 0.00 0.369 0.83 0.00 0.00 0 0.00 0.74 0.03177 .000824 0.00 0.200 0.00 11055.72 1081.19 0.583 1081.m 0.7 1.72 0.046 1081.819 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.66 0.03177 .000922 0.00 0.200 0.00 1081.21 0.558 1081.769 0.7 1.80 0.051 1081.820 0.00 0_369 0.83 0.00 0.00 0 0.00 1056.38 II 0.12 0.03177 .001037 0.00 0.200 0.00 1056.50 1081.21 0.536 1081.751 0.7 1.89 0.056 1081.807 0.00 0.369 0.83 0.00 0.00 0 0.00 IIYORAUlI C JUMP 0.00 111056.50 1081.21 0.233 1081.448 0.7 5.65 0.495 1081.943 0.00 0.369 0.83 0.00 0.00 0 0.00 0.03177 .019488 0.04 0.200 0.00 2.02 II I \~ IE~SEE : R.B.F. & ASSOC. - SAW DIEGO F0515P PAGE 2 ~ATER SURFACE PROFILE LI ST I WG I STORM DRAIW LINE IILATERAl A-16" LO~ES FILE:1467A16 QFILE:1467A16Q IATl~ IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL WO AVBPR ELEV OF FLO~ ELEV HEAD GRD.EL. ELEV DEPTH DIA 10 NO. PIER IELEM SO SF AVE HF WORM DEPTH ZR ***~************************************.********************************************************************************** 1058.52 1081. 28 0.241 1081.520 0.7 5.34 0.443 1081.963 0.00 0.369 0.83 0.00 0.00 0 0.00 2.20 0.03177 .017003 0.04 0.200 0.00 1060.72 1081.35 0.249 1081.598 0.7 5.11 0.405 1082.003 0.00 0.369 0.83 0.00 0.00 0 0.00 1.65 0.03177 .014881 0.02 0.200 0.00 1062.37 10B1.40 0.258 1081.659 0.7 4.86 0.367 1082.026 0.00 0.369 0.83 0.00 0.00 0 0.00 II 1.30 0.03177 .013035 0.02 0.200 0.00 1063.67 1081.44 0.267 1081. 710 0.7 4.64 0.334 1082.044 0.00 0.369 0.83 0.00 0.00 0 0.00 II 1.00 0.03177 .011425 0.01 0.200 0.00 1064.67 1081.47 0.277 1081.752 0.7 4.43 0.305 1082.057 0.00 0.369 0_83 0.00 0.00 0 0.00 I 0.86 0.03177 .01000B 0.01 0.200 0.00 111065.53 1081.50 0.286 1081.788 0.7 4.22 0.276 1082.064 0.00 0.369 0.83 0.00 0.00 0 0.00 0.03177 .008769 0.01 0.200 0.00 0.61 1066.14 1081.52 0.297 1081.818 0.7 4.02 0.251 1082.069 0.00 0.369 0.83 0.00 0.00 0 0.00 0.54 0.03177 .007690 0.00 0.200 0.00 1066.68 1081.54 0.307 1081.845 0.7 3.83 0.227 1082.072 0.00 0.369 0.83 0.00 0.00 0 0.00 I 0.39 0.03177 .006738 0.00 0.200 0.00 1081.55 0.318 1081.869 0.7 3.66 0.209 1082.078 0.00 0.369 0.83 0.00 0.00 0.00 1067.07 0 II 0.26 0.03177 .005914 0.00 0.200 0.00 1067.33 1081.56 0.330 1081.889 0.7 3.48 0.188 1082.077 0.00 0.369 0.83 0.00 0.00 0 0.00 II 0.20 0.03177 .005193 0.00 0.200 0.00 11067.53 1081.57 0.342 1081.907 0.7 3.32 0.171 1082.078 0.00 0.369 0.83 0.00 0.00 0 0.00 0.03177 .004556 0.00 0.200 0.00 0.13 II II \?Jo... IC:WSEE: R.B.F. & ASSOC. . SAN DIEGO II STORM DRAIW LIWE LO~ES FILE:1467A16 QFILE:1467A16Q F0515P ~ATER SURFACE PROFILE IILATERAl A-1611 PAGE 3 LI ST I WG ITAT I 011 IWVERT ELEV DEPTH OF FLO~ ~.S. ELEV Q VEL VEL HEAD ENERGY GRO .EL. SUPER ELEV CRITICAL DEPTH HGT/ DIA BASE/ 10 NO. ZL NO AVBPR PIER II/ELEM SO SF AVE HF WORM DEPTH ZR ********************************************************************************************************************************* 111067.66 1081. 57 0.354 1081.924 0.7 3.17 0.156 1082.080 0.00 0.369 0.83 0.00 0.00 0 0.00 0.01 0.03177 .003985 0.00 0.200 0.00 II O~":R~ c...:::......"'~....:> 1067.67 1081.57 0.369 1081.939 0.7 3.02 0.141 1082.080 0.00 0.369 0.83 0.00 0.00 0 0.00 II I II I II I f, II I I II I II II \~o I I HEADIWG LlWE WO 1 IS - II IADIWG LINE WO 2 IS - IADIWG LINE WO 3 IS - II II II II II II II I II I II II I I F 051 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTIWG STORM DRAIN LINE IILATERAL A-17" LO~ES FILE:1467A17 QFILE:1467A17Q \~ IE: TIME: II 4/19/1999 18:10 ~ATER SURFACE PROFILE F0515P CHANWEL DEFIWITION LISTIWG PAGE F~ SECT NO CHN NO OF AVE PIER HEIGHT 1 BASE TYPE PIERS ~IDTH DIAMETER ~IOTH ZL ZR INV Y(ll Y(2l Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP CD 1 4 0.83 I 2 4 1.25 3 4 1.50 CD 4 4 2.00 I 5 4 2.50 6 4 3.00 CD 7 4 3.50 I 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 I 12 4 6.00 13 3 1 1.00 5.00 15.0D 0.00 0.00 0.00 CD 14 3 0 0.00 4.50 3.00 0.00 0.00 0.00 II II I I II I I I II II II I \W II II ELEMEWT NO II iLEMEWT WO IILEMEWT WO F 0 5 1 5 P ~ATER SURFACE PROFILE - LA~~\. ~' IS A SYSTEM OUTLET * * U/S DATA STATION IWVERT 1000.00 1079.20 ELEMEWT CARD LISTIWG * SECT 3 2 IS A REACH U/S OATA * * * STATION INVERT SECT 1008.95 1080.07 3 W 0.010 3 IS A ~ALL ENTRANCE * U/S DATA STATIOW INVERT SECT 1008.95 1080.07 14 FP 0.500 4 IS A SYSTEM HEAO~ORKS C _\:._ ~-4.. U/S DATA STATIOW IWVERT SECT 1008.95 1080.07 14 I EDIT ERRORS EWCOUWTEREO-COMPUTATIOW IS WO~ BEGINWIWG ~ARWIWG WOo 2 ** . ~ATER SURFACE ELEVATIOW GIVEW IS LESS THAW OR EQUALS ILEMEWT WO I II I II I I II II II II I I ~ S ELEV 1081.85 * W S ELEV 0.00 PAGE NO 2 RADIUS ANGLE AWG PT MAW H 0.00 0.00 0.00 0 INVERT ELEVATIOW IN HD~KDS, ~.S.ELEV = INV + DC '\.'^'? IENSE~: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE ~ATER SURFACE PROFILE L1STlWG II STORM DRAIW LIWE "LATERAl A-171l LO~ES FILE:1467A17 QFILE:1467A17Q IATlON IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLO~ ELEV HEAD GRO.EL. ELEV DEPTH DIA ID WOo PIER IELEM SO SF AVE HF NORM DEPTH ZR *********************************************************..*********************...*******....**********....***********...****** L\~B \~' 111000.00 1079.20 2.650 1081.850 8.95 0.09721 111008.95 1080.07 1.8 1.02 0.016 1081.866 0.00 0.505 1.50 0.00 0.00 o 0.00 .000174 0.00 0.200 0.00 1.782 1081.852 1.8 1.02 0.016 1081.868 0.00 0.505 1.50 0.00 0.00 o 0.00 rfjALL EWTRANCE 111008.95 1080.07 c.e:,. ~4 0.00 1.811 1081.881 1.8 0.33 0.002 1081.883 0.00 0.224 4.50 3.00 0.00 o 0.00 II f-L= 60.-,,>1 ""? ~\ ."\ 1...:>. ':>. C\'- . . II I II II I I II I I II I \*' I II HEADING LINE NO 1 IS - II HEADING LIWE NO 2 IS - II 1If0lNG LIWE WO 3 IS . I II I I I II II I II II II I II I F 0 5 1 5 P PAGE NO 3 ~ATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL Ap18" LO~ES FILE:1467A18 QFILE:1467A18Q / '\~'C) IIlTE: 4/19/1999 TIME: 18:12 II F0515P ~ATER SURFACE PROFILE CHANWEL DEFIWITIOW LISTIWG PAGE lARD SECT ODE WO CHW WO OF AVE PIER HEIGHT 1 BASE TYPE PIERS ~IDTH DIAMETER ~IDTH ZL ZR IWV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP CD 1 4 0.83 I~ 2 4 1.25 3 4 1.50 CD 4 4 2.00 I~ 5 4 2.50 6 4 3.00 CD 7 4 3.50 I~ 8 4 4.00 9 4 4.50 .0 10 4 5.00 CD 11 4 5.50 I~ 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 I II I I II I II II I I I I '\~ II !. ELEMEWT WO II ELEMEWT WO I ILEMEWT WO II I I . I I II II I II II I II I F 0 5 1 5 P ELEMEWT CARD LISTIWG ~ATER SURFACE PROFILE . L-\...:>e \ ~, IS A SYSTEM OUTLET * * U/S DATA STAT lOW IWVERT 1000.00 1079.63 SECT 1 STAT lOW IWVERT SECT 1067.67 1081.05 1 ~""::f'c....s- ,-="",-ecs>- ~ 3 IS A SYSTEM HEAD~ORKS * U/S DATA STATION IWVERT SECT 1067.671081.05 1 I EDIT ERRORS ENCOUNTEREO-COMPUTATIOW IS WO~ BEGINWIWG ~ARWIWG WOo 2 ** - ~ATER SURFACE ELEVATIOW GIVEW IS LESS 2 IS A REACH U/S DATA * * * * ~ S ELEV 1081.87 N 0.010 * ~ S ELEV 0.00 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 THAW OR EQUALS IWVERT ELEVATIOW IW HD~KDS, ~.S.ELEV = IWV + DC \1><...'" IEWSE~: R.B.F. & ASSOC. - SAW DIEGO F0515P ~ATER SURFACE PROFILE LISTIWG STORM DRAIN LINE "LATERAL A-18" LO~ES FILE:1467A18 QFILE:1467A18Q PAGE II IITATIOW IWVERT ELEV DEPTH OF FLO~ ~.S. ELEV Q VEL VEL HEAD EWERGY GRD.EL. SUPER CRITICAL ELEV DEPTH HGT/ DIA BASE/ 10 WOo ZL NO AVBPR PIER I/ELEM SO SF AVE HF NORM DEPTH ZR ********************************************************************************************************************************* ,. =' ~\ '-'"' ....,. '- 11000.00 1079.63 2.240 1081.870 0.7 1.29 0.026 1081.896 0.00 0.369 0.83 0.00 0.00 0 0.00 67.67 0.02098 .000617 0.04 0.220 0.00 I {)e:,~-;R~ ~^ '"EC.s:,U.~ 1067.67 1081. 05 0.862 1081.912 0.7 1.29 0.026 1081.938 0.00 0.369 0.83 0.00 0.00 0 0.00 II I I I I I I II I I I I I \t>&J -I !II HEADING LIWE WO 1 IS - I IIAD1WG LIWE WO 2 IS - IIIDIWG LIWE WO 3 IS - I II I I I I I I I II II I II I F 0 5 1 5 P PAGE NO 3 ~ATER SURFACE PROFILE - TITLE CARO LISTIWG STORM DRAIN LINE "LATERAL A-1911 LO~ES FILE:1467A19 QFILE:1467A19Q ,\~o... IIlTE: ~/19/1999 TIME: 18:15 CD I~ F0515P ~ATER SURFACE PROFILE CHAWWEL DEFIWITIOW LISTIWG PAGE SECT CHW WO OF AVE PIER HEIGHT 1 BASE ZL ZR IWV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8l Y(9l Y(10) NO TYPE PIERS ~IDTH DIAMETER ~IDTH DROP 1 4 0.83 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 II liARD lODE CD -~ I~ CD I~ CD I I I I I I II I I I I I \,p STAT lOW INVERT SECT 1067.67 1080.69 1 ~~~ ~B:..s,~ 3 IS A SYSTEM HEAD~ORKS * U/S DATA STATION IWVERT SECT 1067.67 1080.69 1 I EDIT ERRORS ENCOUNTERED-COMPUTATION IS NO~ BEGIWNIWG ~ARWIWG WOo 2 ** - ~ATER SURFACE ELEVATIOW GIVEW IS LESS THAW OR EQUALS 1 I ELEMEWT WO II ELEMEWT WO I IILEMENT NO I I II II I I I I II I I I I F 0 5 1 5 P ~ATER SURFACE PROFILE - L\Ne-' ~' IS A SYSTEM OUTLET * * U/S DATA STATIOW INVERT 1000.00 1079.82 ELEMEWT CARD LISTIWG * SECT 1 2 IS A REACH U/S DATA * * * N 0.010 ~ S ELEV 1081.87 * ~ S ELEV 0.00 PAGE NO 2 RADIUS AWGLE AWG PT MAW H 0.00 0.00 0.00 0 IWVERT ELEVATIOW IW HD~KDS. ~.S.ELEV = IWV + DC ,,~' F0515P ~ATER SURFACE PROFILE LISTIWG STORM DRAIN LINE II LATERAL A-1911 LO~ES FILE:1467A19 QFILE:1467A19Q ICEWSEE: R.B.F. & ASSOC. - SAW DIEGO I IITATIOW IWVERT ELEV OEPTH OF FLOW ~.S. ELEV Q VEL 1.1 2.03 II II II I II II I II II II I I I VEL HEAD EWERGY GRO .EL. 0.064 1081.934 .001524 0.10 0.064 1082.037 SUPER CRITICAL ELEV DEPTH 0.00 0.00 0.468 0.468 0.330 HGT/ OIA BASE/ lD WOo 0.83 0.83 PAGE ZL NO AVBPR PIER 0.00 0.00 o 0.00 I/ELEM SO SF AVE HF NORM DEPTH ZR ********************************************************************************************************************************* G...:>e\.~' -""...-. 111000.00 1079.82 2.050 1081.870 67.67 0.01286 -0 t:>~c:;R~ c..:..","" ~C>~ 111067.67 1080.69 1.283 1081.973 1.1 2.03 0.00 0.00 0.00 o 0.00 '\~'V ; I' lADING LlWE WO 1 IS - II HEAD I WG LlWE NO 2 IS - II ,ADIWG LlWE WO 3 IS - II II I II I I 1 I II II I I II I F 051 5 P PAGE WO 3 ~ATER SURFACE PROFILE TITLE CARD LISTIWG STORM DRAIN LINE 118"- LOWES CONWECTlOW TO EXISTlWG 24" RCP FILE:14678 QFILE:14678Q \.!)? I IIlTE: 4/27/1999 TIME: 16:45 :11 I:~ F0515P ~ATER SURFACE PROFILE CHAWNEL DEFINITIOW LISTING PAGE co SECT CHW WO OF AVE PIER HEIGHT 1 BASE ZL ZR IWV Y(ll Y(2l Y(3) y(4) Y(5) Y(6) Y(7) Y(8) Y(9) y(10) WO TYPE PIERS ~IDTH DIAMETER ~IOTH DROP 1 4 0.67 2 4 0.83 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.67 5.00 15.67 0.00 0.00 0.00 14 3 0 0.00 12.53 7.00 0.00 0.00 0.00 15 3 0 0.00 4.28 14.00 0.00 0.00 0.00 t CO E t CO t CO r II I II I I II II II I II II '\ 6b<. II F 0 5. 1 5 P PAGE NO 2 IEMEWT WO ~ATER SURFACE PROFILE . ELEMENT CARD LISTIWG ,@ , ...., ~ S~S'\:\c.. L.",,",,-e' j::> p........ ~~'S".:l IS A SYSTEM CUlLE * * * -, ~..-- ~C> U/S DATA STATlOW INVERT SECT ~ S ELEV I 831.98 1063.61 10 1067.20 -- ~~ ~1>O r:;3>.......l..b. ~'\ ' \ ~~c:.;lu ~.-z.; L\'-""e A ) ELEMEWT WO 2 IS A REACH * * * I U/S DATA STATlOW &. IWVERT SECT W RADIUS ANGLE AWG PT MAN H 838.73 1063.65 10 0.015 0.00 0.00 0.00 0 <;"'::>7'\\.\<:' -=''A\ p"" L~"'~';) IEMEWT WO 3 IS A TRAWSITIOW * L."-~- 1 U/S DATA /, IWVERT SECT STATlOW N 843.39 1063.68 5 0.013 IIEMEWT WO S~+ 1'"'-'3 <. "-\...",,,~ ,~\ \' ("".. ~::,,=>::'2l 4 IS A REACH * * * , u/s DATA STATION "* INVERT SECT W RADIUS ANGLE ANG Pi MAN H 849.06 1063.75 5 0.013 0.00 0.00 0.00 0 IIEMEWT NO G ~b "\."L L-\""- ',:::,.\ _ P""- "Z-~C;:,C 5 IS A JUWCTlOW II,>) * 'S~-I- . . . ~ * * * U/S DATA ATIOW <' IWVERT SECT LAT-l LAT-2 W Q3 Q4 IWVERT.3 I WVERT-4 PHI 3 PHI 4 IEMENT WO 859.16 1063.80 5 3 0 0.013 5.7 0.0 1064.00 0.00 45.00 0.00 @ * S<\*;;';);,~ L-*l-"~ ' "'"' -p....... L~~W 6 IS A JUWCTlON * * * U/S DATA STATION ~ INVERT SECT LAT-l LAT-2 W Q3 Q4 INVERT-3 IWVERT-4 PHI 3 PHI 4 II 952.30 1064.28 5 3 0 0.013 10.3 0.0 1065.00 0.00 45.00 0.00 ELEMENT WO 7 IS A TRAWSITIOW * * * I U/S DATA STATION IWVERT SECT W 962.30 1064.75 4 0.013 IEMEWT WO 8 IS A REACH . * * U/S DATA STATlOW IWVERT SECT W RADIUS AWGLE AWG PT MAW H 1000.00 1065.02 4 0.013 0.00 0.00 0.00 0 IMEWT WO 9 IS A REACH * * * U/S DATA STATION IWVERT SECT W RADIUS AWGLE AWG PT MAN H 1005.03 1065.05 4 0.010 0.00 0.00 0.00 0 IMEWT NO 10 IMEWT WO " II I II 1 I IS A ~ALL EWTRAWCE U/S DATA STATION IWVERT SECT 1005.03 1065.05 14 IS A JUWCTIOW G * C.B. ~ ~"* * U/S DATA ~ION IWVERT SECT LAT-l LAT-2 W 1006.61 1065.16 14 6 0 0.015 * FP 0.200 * * . Q3 5.8 Q4 IWVERT-3 INVERT.4 PHI 3 0.0 1065.16 0.00 90.00 PHI 4 0.00 \~ II F 051 5 P PAGE NO 3 II ~ATER SURFACE PROFILE - ELEMEWT CARD LISTING ELEMEWT WO 12 IS A REACH * * * I U/S DATA STATIOW INVERT SECT W RADIUS AWGLE ANG PT MAW H 1008.20 1065.27 14 0.015 0.00 0.00 0.00 0 ELEMEWT NO 13 IS A ~ALL EXIT * I U/S DATA STATlOW IWVERT SECT 1008.20 1065.27 4 fEMEWT WO 14 IS A REACH P::>C- * * * U/S DATA STATlOW IWVERT SECT W RAD IUS AWGLE AWG PT MAN H 1008.21 1065.28 4 0.010 0.00 40.83 0.00 0 ILEMENT WO 15 IS A REACH pee- * * * U/S DATA STATlOW INVERT SECT N RADIUS ANGLE ANG PT MAW H 1039.68 1065.85 4 0.010 0.00 5.60 0.00 0 IILEMENT WO 16 IS A REACH * * * U/S DATA STATION IWVERT SECT N RADIUS ANGLE ANG PT MAW H 'LEMEWT 1243.89 1069.63 4 0.010 0.00 0.00 0.00 0 9 "0->-1" WO 17 IS A JUNCTION *~-* * . . * * U/S DATA STATION I WVERT SECT LAT-l LAT-2 W Q3 Q4 IWVERT-3 INVERT -4 PHI 3 PHI 4 II 1243.90 1069.64 4 3 0 0.010 3.9 0.0 1070.00 0.00 45.00 0.00 ELEMEWT WO 18 IS A TRANSITIOW * * * II U/S DATA STATlOW IWVERT SECT W 1245.89 1069.67 3 0.014 ILEMENT NO 19 IS A REACH * * * U/S DATA STATlOW IWVERT SECT W RADIUS AWGLE AWG PT MAW H 1245.90 1069.68 3 0.010 0.00 6.87 0.00 0 ILEMENT WO 20 IS A REACH ~Cc.. * * * U/S DATA STATION IWVERT SECT W RADIUS ANGLE ANG PT MAW H 1494.54 1074.27 3 0.010 0.00 33.40 0.00 0 ILEMEWT NO 21 IS A REACH * * . U/S DATA STATION INVERT SECT W RADIUS ANGLE AWG PT MAW H ILEMEWT WO 1520.77 1074.75 3 0.010 0_00 0.00 0.00 0 22 IS A ~ALL EWTRAWCE * U/S DATA STATION I WVERT SECT FP II 1520.77 1074.75 15 0.200 23 IS A SYSTEM HEADIIORKS @ CJ2" * \~16-'2.-" ELEMEWl WO . II U/S DATA STATION IWVERT SECT ~ S ELEV 1520.77 1074.75 15 0.00 EDIT ERRORS EWCOUWTERED-COMPUTATIOW IS W~ BEGIWWIWG ** ~ARWIWG NO.2.. . ~ATER SURFACE ELEVATION GIVEW IS LESS THAW OR EQUALS IWVERT ELEVATIOW IW HO~KDS , ~.S.ELEV = IWV + DC II II II ,\6Co ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE ~ATER SURFACE PROFILE LISTIWG I STORM DRAIN LINE 11811- LO~ES CONNECTlOW TO EXISTING 24" RCP FILE:1467B QFILE:14678Q ITATJON IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLO~ ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER I/ELEM SO SF AVE HF NORM DEPTH ZR ~'-~'~~::~::~~**~::,:;;;;:~~**~:::*:;:~;;~~************************************************************************* II 1.98 1063.61 3.590 1067.200 39.7 2.63 0.107 1067.307 0.00 1.758 5.00 0.00 0.00 0 0.00 6_75 0.00593 _\ \ P .000419 0.00 1. 625 0.00 II ... "",,-+<-6 .4q LAt-"'C f::; "" c...e~~~ , 838.73 1063.65 3.550 1067.200 39.7 2.66 0.110 1067.310 0.00 1.758 5.00 0.00 0.00 0 0.00 TRANS STR 0.00644 U-,>-;O- \ P. \ ) .004843 0.02 0.00 II ... c;:.""t-l\-n (.>1"-- "'Lt3 <;~'l 843.39' 1063.68 2.818 1066.498 39.7 8.09 1.016 1067.514 0.00 2.123 2.50 0.00 0.00 0 0.00 I 5.67 0.01235 I \ .009368 0.05 1.803 0.00 -::. <?'>,....,....'37. lA.-..)"~ """) (> Y...'.....'L-e,S"" CI 849.06 1063.75 2.801 1066.551 39.7 8.09 1.016 1067.567 0.00 2.123 2.50 0.00 0.00 0 0.00 IWCT STR 0.00495 8~. I>-'L \"e(t.. Pw"\'Z.~ .::>4- .008119 0_08 0.00 ~ c:,~~b. "\"L u"""-::' \ jC:l. l p.......2.-':~>5~0 859.16 1063.80 3.293 1067.093 34.0 6.93 0.745 1067.838 0.00 1.983 2.50 0.00 0.00 0 0.00 INeT STR 0.00515 8 LS:>"". f.;-\ -('elL r'-"~"l.-o.":005105 0.48 0.00 "'- OS ~_Ol" """''"->Co F>-) p...... 'Z. 9""':1 21 1952.30 1064.28 3.786 1068.066 23.7 4.83 0.362 1068.428 0.00 1.658 2.50 0.00 0.00 0 0.00 AWS sn 0.04700 .007157 0.07 0.00 II 962.30 1064.75 2.970 1067.720 23.7 7.54 0.883 1068.603 0.00 1.727 2.00 0.00 0.00 0 0.00 37.70 0.00716 .010975 0.41 2.000 0.00 11000.00 1065.02 3.113 1068.133 23.7 7.54 0.883 1069.016 0.00 1. 727 2.00 0.00 0.00 0 0.00 5.03 0.00596 .006494 0.03 1.730 0.00 11005.03 1065.05 3.116 1068.166 23.7 7.54 0.883 1069.049 0.00 1.727 2.00 0.00 0.00 0 0.00 IALL ENTRANCE 0.00 1005.03 1065.05 4.869 1069.919 23.7 0.70 0.008 1069.927 0.00 0.709 12.53 7.00 0.00 0 0.00 IWCT STR 0.06962 8 c.e:,. \\611 .000016 0.00 0.00 1006.61 1065.16 4.765 1069.925 17.9 0.54 0.004 1069.929 0.00 0.588 12.53 7.00 0.00 0 0.00 I FL- -= ...,'1."2.4- ';> (,,'1_"1 \..c>. 'S, o' o~ 1.59 0.06918 .000012 0.00 0.255 0.00 I I \~'\ ICEN~EE : I .TAllON R.B.F. & ASSOC. - SAW DIEGO F0515P ~ATER SURFACE PROFILE LISTIWG STORM DRAIN LINE 118"- LOIJES CONNECTION TO EXISTING 2411 RCP FILE:14678 QFILE:1467BQ IWVERT ELEV VEL EWERGY GRD.EL. SUPER CR IT I CAL ELEV DEPTH HGT/ DIA PAGE 4 DEPTH OF FLO~ Q VEL HEAD BASE/ ID WOo 2L WO AVBPR PIER ~.S. ELEV I/ELEM SO SF AVE HF WORM DEPTH ZR ********************************************************************************************************************************* 11520.77 I I I I I I I I 1 I I I I I 1074.75 0.29 1078.156 0.314 3.405 1078.155 14.0 0.001 0.00 ~l.. -;:. l ~.C;S ">- ""1 'S."l..- . . bL L.l . S. 4.2B 0.00 14.00 0.00 o \CoO I. I HEADIWG LIWE WOl IS - I HEADING LIWE WO 2 IS - I IIrDIWG LIWE WO 3 IS . I I I II I I I I I I I I I I F 051 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTIWG STORM DRAIN LINE IIA-111 PW 92-04 MARGARITA ROAD FILE:467Al QFILE:467A1Q '\t,\ IE: 4/27/1999 TIME: 16:49 II F0515P ~ATER SURFACE PROFILE CHAWWEL OEFIWITIOW LISTING PAGE f~ CD SECT CHW WO 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) NO TYPE PIERS ~IDTH DIAMETER ~IDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 3.60 7.00 0.00 0.00 0.00 I CO I i CD I CD I II II I I I I I II I I I \r)/ I II. III ELEMEWl NO II ELEMEWT NO II ILEMEWT WO ILEMENT WO F 051 5 P ~ATER SURFACE PROFILE - ELEMEWT CARD LISTIWG IS A SYSTEM OUTLET @ '2Yl"o.,. '\D' ~ Pen.- p....:. "\<.-c:.d..- U/S DATA STAT lOW IWVERT SECT 1005.58 1064.97 3 2 IS A REACH U/S DATA . . . N 0.013 FP 0.200 4 IS A SYSTEM HEAO~ORKS ~~l":S. c..... eo , U/S DATA STATION IWVERT SECT 1029.50 1066.25 14 I EDIT ERRORS ENCOUWTERED-COMPUTATIOW IS WO~ BEGIWNIWG ~ARWIWG WOo 2 ** - WATER SURFACE ELEVATIOW GIVEW IS LESS THAW OR EQUALS I I I I I I I I I I I I STATIOW IWVERT SECT 1029.50 1066.25 3 3 IS A WALL EWTRAWCE * U/S DATA STATIOW IWVERT SECT 1029.50 1066.25 14 ~ S ELEV 1068.07 \\ \, ~-\ {'"c~ e~ c\'"L-Uc..- ~ S ELEV 0.00 PAGE WO 2 RADIUS ANGLE AWG PT MAN H 0.00 0.00 0.00 0 IWVERT ELEVATION IW HD~KDS, ~.S.ELEV = IWV + DC \~'1J IEWSEE: II R.B.F. & ASSOC. - SAW DIEGO F0515P ~ATER SURFACE PROFILE LISTIWG STORM DRAIN LINE "A-1u Ph' 92.04 MARGARITA ROAD FILE:467Al QFILE:467AIQ PAGE IATION I WVERT ELEV DEPTH OF FLO~ ~.S. ELEV Q VEL VEL HEAD EWERGY GRD.EL. SUPER CRITICAL ELEV DEPTH HGT/ DIA BASE/ 10 WOo ZL NO A VBPR PIER IELEM SO SF AVE HF WORM DEPTH ZR **~************************************************************************************************************************ [1~ 0.''''''. =?D' I'BV- p,-", "\"2..""" c.. 111005. ~ 1064.97 3.100 1068.070 11.9 6.73 0.704 1068.774 0.00 1.310 1.50 0.00 0.00 0 0.00 23.92 0.05351 .012834 0.31 0.740 0.00 11029.50 1066.25 ~ALL ENTRAWCE .'02950 1066.25 II II II I II I I I I I I I 2.127 1068.377 11.9 6.73 0.704 1069.081 0.00 1.310 1.50 0.00 0.00 0 0.00 3.529 1069.779 0.48 ~w. 9.""L-.;:, ~ 0.004 1069.783 0.00 0.00 - Q ,,(:::,,-\" t"l'- \ "",,,,". C. c .~ 11.9 0.448 3.60 7.00 0.00 0 0.00 rL= <.."\.'35 ? ~.,.o::, ~..s.. D~ \v;b<.. I JIlDIWG LIWE WO 1 IS - I HEADIWG LIWE NO 2 IS - II ~ING LIWE WO 3 IS - I I I II I I II I I I II~ I I I F 0 5 1 5 P PAGE WO 3 ~ATER SURFACE PROFILE - TITLE CARD LISTIWG STORM DRAIN LINE "LATERAL BM1u LO~ES FILE:1467Bl QFILE:1467BIQ / \~'O Il~E: 4/19/1999 TIME: 15:32 I F0515P WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE lARD ODE SECT CHN WO OF AVE PIER HEIGHT 1 BASE WO TYPE PIERS ~IDTH DIAMETER ~IDTH ZL ZR IWV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP CD 1 4 1.00 II~ 2 4 1.25 3 4 1.50 CD 4 4 2.00 I~ 5 4 2.50 6 4 3.00 CD 7 4 3.50 I~ 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 I~ 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 7.20 7.00 0.00 0.00 0.00 I II II I I I II I I I II I '\~ IILEMENT WO 4 I ED IT ERRORS ~ARNING WOo I II II I I II I II I I I II ,,-,1 \" IS A SYSTEM HEAO~ORKS C -(3,- ,-::> - * U/S DATA STATION INVERT SECT 1012.30 1071.37 14 ENCOUNTERED-COMPUTATIOW IS NO~ BEGIWWING 2 ** . ~ATER SURFACE ELEVATION GIVEN IS LESS THAW OR EQUALS ~ S ELEV 1070.44 * ~ S ELEV 0.00 PAGE NO 2 RADIUS AWGLE ANG PT MAW H 0.00 0.00 0.00 0 INVERT ELEVATION IN HD~KDS, W.S.ElEV = INV + DC \f.e"- LIEWSEE: R.B.F. & ASSOC. . SAW DIEGO F0515P PAGE ~ATER SURFACE PROFILE Ll STI WG I STORM ORAl N LlWE "LATERAl B~'II LO~ES FlLE:1467Bl QFILE:1467BIQ IIATION IWVERT DEPTH ~.S. Q VEL VEL EWERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLO~ ELEV HEAD GRO.EL. ELEV DEPTH DIA lD WOo PIER JELEM SO SF AVE HF NORM DEPTH ZR ***~*********************************************************************************************************************** \' e::t "Z.-\ L-\ N~ 11000.0 1069.89 0.383 1070.273 3.9 10.99 1.874 1072.147 0.00 0.755 1.50 0.00 0.00 0 0.00 0.49 0.12033 .039459 0.02 0.300 0.00 1000.49 1069.95 0.385 1070.334 3.9 10.83 1.822 1072.156 0.00 0.755 1.50 0.00 0.00 0 0.00 11.81 0.12033 .036345 0.07 0.300 0.00 002.30 1070.17 0.399 1070.566 3.9 10.34 1. 662 1072.228 0.00 0.755 1.50 0.00 0.00 0 0.00 I 1.55 0.12033 .031823 0.05 0.300 0.00 1003.85 1070.35 0.413 1070.766 3.9 9.85 1.506 1072.272 0.00 0.755 1.50 0.00 0.00 0 0.00 II 1.33 0.12033 .027844 0.04 0.300 0.00 1005.18 1070.51 0.427 1070.940 3.9 9.40 1.371 1072.311 0.00 0.755 1.50 0.00 0.00 0 0.00 11.14 0.12033 .024363 0.03 0.300 0.00 1006.32 1070.65 0.442 1071.092 3.9 8.97 1. 248 1072.340 0.00 0.755 1.50 0.00 0.00 0 0.00 0.99 0.12033 .021322 0.02 0.300 0.00 1007.31 1070.77 0.457 1071.227 3.9 8.55 1.136 1072.363 0.00 0.755 1.50 0.00 0.00 0 0.00 0.86 0.12033 .018660 0.02 0.300 0.00 1008.17 1070.87 0.473 1071.346 3.9 8.14 1.029 1072.375 0.00 0.755 1.50 0.00 0.00 0 0.00 I 0.74 0.12033 .016346 0.01 0.300 0.00 1008.91 1070.96 0.490 1071.452 3.9 7.77 0.937 1072.389 0.00 0.755 1.50 0.00 0.00 0 0.00 I 0.6'. 0.12033 .014320 0.01 0.300 0.00 1009.55 1071.04 0.507 1071.546 3.9 7.40 0.850 1072.396 0.00 0.755 1.50 0.00 0.00 0 0.00 II 0.55 0.12033 .012545 0.01 0.300 0.00 1010.10 1071. 11 0.525 1071.630 3.9 7.07 0.775 1072.405 0.00 0.755 1.50 0.00 0.00 0 0.00 0.47 0.12033 .010997 0.01 0.300 0.00 I I \ (q9J I:EWSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 ~ATER SURFACE PROFILE LI SlI NG I STORM DRAIW L1WE "LATERAL 9-111 LO~ES FILE:1467Bl QFILE:1467BIQ ITAlION IWVERT DEPTH ~.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLO~ ELEV HEAD GRD.EL. ELEV DEPTH DIA ID WOo PIER I/ELEM SO SF AVE HF NORM DEPTH ZR *****~**************************~******************************************************************************************** 111010.57 1071.16 0.544 1071. 706 3.9 6.74 0.705 1072.411 0.00 0.755 1.50 0.00 0.00 0 0.00 0.12033 0.40 .009647 0.00 0.300 0.00 11010.97 1071.21 0.564 1071.774 3.9 6.41 0.639 1072.413 0.00 0.755 1.50 0.00 0.00 0 0.00 0.34 0.12033 .008462 0.00 0.300 0.00 11011.31 1071.25 0.584 1071.835 3.9 6.12 0.582 1072.417 0.00 0.755 1.50 0.00 0.00 0 0.00 I 0.28 0.12033 .007422 0.00 0.300 0.00 1011.59 1071. 29 0.605 1071. 890 3.9 5.84 0.529 1072.419 0.00 0.755 1.50 0.00 0.00 0 0.00 II 0.23 0.12033 .006514 0.00 0.300 0.00 1011.82 1071.31 0.627 1071.939 3.9 5.56 0.481 1072.420 0.00 0.755 1.50 0.00 0.00 0 0.00 II 0.18 0.12033 .005719 0.00 0.300 0.00 II 1012.00 1071.33 0.650 1071.984 3.9 5.31 0.437 1072.421 0.00 0.755 1.50 0.00 0.00 0 0.00 0.12033 .005024 0.00 0.300 0.00 0.14 111012.14 1071.35 0.674 1072.024 3.9 5.06 0.397 1072 .421 0.00 0.755 1.50 , 0.00 0.00 0 0.00 0.08 0.12033 .004419 0.00 0.300 0.00 11012.22 1071.36 0.700 1072.061 3.9 4.82 0.361 1072.422 0.00 0.755 1.50 0.00 0.00 0 0.00 II 0.06 0.12033 .003888 0.00 0.300 0.00 1071.37 0.726 1072.094 3.9 4.60 0.328 1072.422 0.00 0.755 1.50 0.00 0.00 0 0.00 1012.28 II 0.02 0.12033 .003414 0.00 0.300 0.00 1012.30 1071.37 0.755 1072.125 3.9 4.38 0.298 1072.423 0.00 0.755 1.50 0.00 0.00 0 0.00 II~ALL EWTRAWCE ..... ~ 0.00 C_<:::. e,_\ 11012.30 1071.37 1.187 1072.557 3.9 0.47 0.003 1072.560 0.00 0.213 7.20 7.00 0.00 0 0.00 > ft-::. (-e, .Oil. ,'-.b\,j}-o~ I II \Cpo" I II II II II ,. II I I II II II II I II I I I II II \,\0 ,...~........... . *************************************************************************** . . II HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIME/DATE OF STUDY: 7:41 4/29/1999 ============================================================================ ,. ************************** DESCRIPTION OF STUDY ************************** a DEPTH OF FLOW AT CB "A" * MARGARITA ROAD * 100 YEAR STORM * ************************************************************************** .*************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< II---~~~~;~-~;~~~;-~~~(;~~;/;~~;i-:--~~~~;~~----------------------------- CONSTANT STREET FLOW (CFS) = R /.0 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 45.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) INTERIOR STREET CROSSFALL(DECIMAL) = .020000 OUTSIDE STREET CROSSFALL(DECIMAL) = .000100 CONSTANT SYMMETRICAL CURB HEIGHT (FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH (FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS II I II 43.00 II 1=========================================================================== I II II I ---------------------------------------------------------------------------- I~~~~~~~~~~~?~~~?~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ STREET FLOW DEPTH(FEETl - 44 HALFSTREET FLOOD WIDTH(FEET) = 15.77 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.11 PRODUCT OF DEPTH&VELOCITY = 1.35 '(\\ 1 ..... 1************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 I II I Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 TIME/DATE OF STUDY: 18: 9 4/27/1999 It========================================================================== 1************************* DESCRIPTION OF STUDY ************************** NEW CB "A" * * MARGARITA ROAD * '100 YEAR STORM * ************************************************************************* **************************************************************************** I>>SUMP TYPE BASIN INPUT INFORMATION<<<< - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II II I Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN BASIN DEPTH INFLOW (CFS) = OPENING (FEET) = OF WATER(FEET) = 11. 90 .77 .70 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.58 I LA. St::- ., I '-" \. OC c...r->~ e,r.::."'::.l.-..l. ========================================================================== II II II II II I \'\'V I ....u r************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 II I 1- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 TIr1E/DATE OF STUDY: 8:41 4/ 9/1999 Ir========================================================================== r************************* DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT CB A-I * * 100 YEAR STORM * Ir************************************************************************** II II II **************************************************************************** II~~~~~~~=~~~~-~~~~~-~~~~-~~~~~=~~~~~~~---------------------------------- CONSTANT STREET GRADE (FEET/FEET) - .OO~OOO CONSTANT STREET FLOW(CFS) = 2.90 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = INTERIOR STREET CROSSFALL(DECIMAL) = .050000 OUTSIDE STREET CROSSFALL(DECIMAL) = .000100 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = .13000 1= FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ========================================================================== STREET FLOW MODEL RESULTS: 28.00 I---~~~~~~~~~~~~~~~j~~~~~~;~~~~~~---:~::---------------------------------- AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.25 II PRODUCT OF DEPTH&VELOCITY = .91 =========================================================================== I II .- II \\ ?:J I ..... r************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 II II II Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIME/DATE OF STUDY: 8:42 4/ 9/1999 1=========================================================================== r************************* DESCRIPTION OF STUDY ************************** CB A-I * * 100 '-i[L.~ * ~**.*********************************************************************** ****~.*********************************************************************** !t>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I II II I ~========================================================================== u..S~ I r::::,\ L...) \.p'C c..r-:>>~ &Q.~I ~ Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 2.90 GUTTER FLOWDEPTH(FEET) = .41 BASIN LOCAL DEPRESSION(FEET) = .33 FLOWBY BASIN WIDTH(FEET) = 7.38 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 7.4 >>>>CALCULATED ESTIMATED INTERCEPTION (CFS) = 2.9 I II I II I . \1~ I ..... 1***,*********************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 II II III _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 TIME/DATE OF STUDY: 8:37 4/ 9/1999 It========================================================================== 1************************* DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT CB A-'Z.. * * 100 YEAR STORM * 11********************-***************************************************** **********************+***************************************************** It~~~~~~=~~~~-~~~~~-~~~~-~~~~~=~~~~~~~---------------------------------- CONSTANT STREET GRADE (FEET/FEET) = .016000 CONSTANT STREET FLOW(CFS) = .60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = INTERIOR STREET CROSSFALL(DECIMAL) = .030000 OUTSIDE STREET CROSSFALL(DECIMAL) = .000100 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH (FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = .13000 . FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ========================================================================== STREET FLOW MODEL RESULTS: I II II 28.00 II--~~~~~~~~;~~~~~~~~~~~~~;~~~~~~---~~::---------------------------------- AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.54 I PRODUCT OF DEPTH&VELOCITY = .46 ========================================================================== II I II II I \,#J I ..... (************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE . (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 II Analysis prepared by: II Robert Bein, william Frost & Associates 14725 Alton Parkway Irvine, California 92618 II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIME/DATE OF STUDY: 8:38 4/ 9/1999 1=========================================================================== r************************* DESCRIPTION OF STUDY ************************** CB A--z. * * \= '-t~ * ~************************************************************************** **************************************************************************** 1>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I (~rb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. II II I IF========================================================================== STREETFLOW(CFS) = .60 GUTTER FLOWDEPTH(FEET) = .18 BASIN LOCAL DEPRESSION(FEET) = .33 FLOWBY BASIN WIDTH (FEET) = 3.60 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 3.6 >>>>CALCULATED ESTIMATED INTERCEPTION (CFS) = .6 II , LA";;c -, .....:::.'()c c:...c:::>~ ~~I"::' II I II I ,\\G I I ..... 1************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright ~982-96 Advanced Engineering Software (aes) Ver. 6.~ Release Date: 0~/0~/96 License ID ~264 II II II Analysis prepared by: Robert Bein, William Frost & Associates ~4725 Alton Parkway Irvine, California 926~8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIME/DATE OF STUDY: 8:26 4/ 9/~999 If========================================================================== t************************* DESCRIPTION OF STUDY ************************** DEPTH OF FLOW CB A-3 * * ~OO YEAR STORM * ~**.,*********************************************************************** ****i'*********************************************************************** IE~~~~~~=~~~~_~~~~~_~~~~_~~~~~=~~~~~~~_________________----------------- CONSTANT STREET GRADE (FEET/FEET) = .OO~OOO CONSTANT STREET FLOW (CFS) = ~.OO AVERAGE STREETFLOW FRICTION FACTOR(MANNING) .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = INTERIOR STREET CROSSFALL(DECIMAL) = .040000 OUTSIDE STREET CROSSFALL(DECIMAL) = .OOO~OO CONSTANT SYMMETRICAL CURB HEIGHT (FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP (FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .~3000 I FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ===~======================================================================= STREET FLOW MODEL RESULTS: II---~~~~;-~~~~-~~~;~(~~~;)-~---~;;----------------------------------------- HALFSTREET FLOOD WIDTH(FEET) = 4.84 AVERAGE FLOW VELOCITY(FEET/SEC.) = ~.73 II PRODUCT OF DEPTH&VELOCITY = .47 =========================================================================== I II II 28.00 II II II I ~ II ..... 1************************************************************************** HYDRAULIC ELEMENTS - I PROG~~ PACKAGE (C) Copyright ~982-96 Advanced Engineering Software (aes) Ver. 6.~ Release Date: 0~/0~/96 License ID ~264 I II II Analysis prepared by: Robert Bein, William Frost & Associates ~4725 Alton Parkway Irvine, California 926~8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIME/DATE OF STUDY: 8:3~ 4/ 9/~999 IJ========================================================================== 1************************* DESCRIPTION OF STUDY ************************** CB A-3 * * * ~************************************************************************** **************************************************************************** I>>SUMP TYPE BASIN INPUT INFORMATION<<<< - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. II II >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(?EET) = 2.3~ ~========================================================================== \.A""i>-e ~ ~F:!>~,..... "":::""-. 4- -....:::.~ \ C'--~~ II BASIN BASIN DEPTH INFLOW (CFS) = OPENING (FEET) = OF WATER(FEET) = LOa .50 .27 ~.: '2.~1 II II I II I \, 1.9; IL...~............... **************************************************************************** I I II 11I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TI~ffi/DATE OF STUDY: B:l5 4/ 9/l999 -=========================================================================== HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 19B2-96 Advanced Engineering Software (aes) Ver. 6.l Release Date: Ol/Ol/96 License ID l264 Analysis prepared by: Robert Bein, William Frost & Associates l4725 Alton Parkway Irvine, California 926lB ************************** DESCRIPTION OF STUDY ************************** I DEPTH OF FLOW CB A-~ * \ ex:. '-(... ~""'- * * * 11************************************************************************** **************************************************************************** I~~~~=~~~=~~~~-~~~~~-~~~~-~~~~~=~~~~~~~---------------------------------- CONSTANT STREET GRADE (FEET/FEET) = OOSOOO CONSTANT STREET FLOW (CFS) = l.BO AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = .Ol5000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) INTERIOR STREET CROSSFALL(DECIMAL) = .023000 OUTSIDE STREET CROSSFALL(DECIMAL) = .000lOO CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .l3000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS 1I===;;;iii=;~;;=;;;i~=ii;~i;7============================================== I I II 2B.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II STREET FLOW DEPTH(FEET) = .33 HALFSTREET FLOOD WIDTH(FEET) = 9.22 AVERAGE FLOW VELOCITY(FEET/SEC.) l.6l PRODUCT OF DEPTH&VELOCITY = .52 11=========================================================================== II I I I \'1. a... I ..... 1************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 II II I Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIME/DATE OF STUDY: 8:20 4/ 9/1999 1=========================================================================== 1************************* DESCRIPTION OF STUDY ************************** CB A-4 * * * ~************************************************************************** **************************************************************************** 1>>SUMP TYPE BASIN INPUT INFORMATION<<<< - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Cu=b Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN BASIN DE?TH INFLOW (CFS) = OPENING (FEET) OF WATER(FEET) = 1. 80 .50 .33 \A<;-e c. ~ <oc.~\ .... ""c. _ 4- ~-= 2.9.'S' \~o II II II Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 1-------------------------------------------------------------------------- TIME/DATE OF STUDY: 7:53 4/27/1999 If========================================================================== ************************** DESCRIPTION OF STUDY ************************** II DEPTH OF FLOW AT EXISTING CB NO. "A-1" PER PW-92-04 - ,....~~ ""'~ * 10 YEAR STORM * * * (************************************************************************* *************************************************************************** If~~;~~;~~~;~~~;~;~~~~~;~~~~~~~~~~~~;~~----------------------------- CONSTANT STREET FLOW(CFS) = 10.50 AVERAGE STREETFLOW FRICTION FACTOR (MANNING) = .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH (FEET) = 45.00 DISTANCE FROM CROWN TO CROSS FALL GRADEBREAK(FEET) = INTERIOR STREET CROSSFALL(DEClMAL) = .020000 OUTSIDE STREET CROSSFALL(DEClMAL) = .000100 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS 1t==~;;ii;=;~~;=;;;i~=;i;~~;;7============================================== I 1 II 43.00 I NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. II STREET FLOW DEPTH(FEET) = .53 HALFSTREET FLOOD WIDTH(FEET) = 20.48 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.42 . PRODUCT OF DEPTH&VELOCITY = 1.28 IF========================================================================== II I I \~\ II ....11 (************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 II II II Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIME/DATE OF STUDY: 7:55 4/27/1999 Ir========================================================================== 1***",********************** DESCRIPTION OF STUDY ************************** DEPTH OF FLOW-MARGARITA ROAD AT CB "A-1" PER PW 92-04 * * 100 YEAR STORM * ~************************************************************************** II II ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I II I **************************************************************************** II~~~~=~~~=~~~~-~~~~~-~~~~-~~~~~=~~~~~~~---------------------------------- CONSTANT STREET GRADE (FEET/FEET) = .005200 CONSTANT STREET FLOW(CFS) = 15.60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 45.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = INTERIOR STREET CROSSFALL(DECIMAL) = .020000 OUTSIDE STREET CROSSFALL(DECIMAL) = .000100 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH (FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .13000 I FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS =========================================================================== STREET FLOW MODEL RESULTS: I---~;;~~-~;~~~;-;~;~-~~~~~;~-;;~-;;-~~~---------------------------------- THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH (FEET) = .60 HALFSTREET FLOOD WIDTH(FEET) = 23.84 AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY = 1.60 43.00 I 1 II 2.68 \%11 1 ,................... ***********T************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 I I 'I Analysis prepared by: Robert Bein, william Frost & Associates 14725 Alton Parkway Irvine, California 92618 1--;~~/~~;~-~~-~~~~-~~~-~---~/;;/~999------------------------------------- ========================================================================== ~************************* DESCRIPTION OF STUDY ************************** * CAPACITY OF EXISTING CB "A-2" ~ER PW 92-04 * lMARGARITA ROAD * 100 YEAR STORM * ************************************************************************* t************************************************************************** >>SUMP TYPE BASIN INPUT INFORMATION<<<< . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I II 1 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN BAS IN DEPTH INFLOW (CFS) = OPENING (FEET) = OF WATER(FEET) = 11.90 .77 .70 I >>>>CAL~GLATED ESTIMATED SUMP BASIN WIDTH (FEET) = 6.58 ?-'f\tr. I' ,-",Oto C-.r->~ e.r-::;>I~ c,,"- =====================~===================================================== I II II II I I \f6~ ~'~- . 2:' ;. uw:}} . -"~.3 "'. , ii5wu! , ~enLiJI , ~<( ~'I , ' Q"'~' !: ~L;JI( /,.",. w w 712 / ...... ::r: U LL; . i f-~Ol <( "'- '1<' o -. ~fO: J-<:(~I, ~' 1-6(j/1XJ 2: ;1, . We'dwllXJ :;; ::r:1 i UJOJ-:-!. en <( 'Iu . <:( 0 (jiW WO::I-10:: :1 'I 'I " Ii :----. %s'[ ; J .Hi"" '::f \, -.1 8, , '., ; , g i- I- ~ If ~ cuf5;/ f ; ~!fi ....1 1--~/I{ k LJ.1 .' ~ '1-1 ~/J;;;. i! ,~~;/./ I, !)jR if "-~\ C/)l/f I ~ "U , b:: ;,;..,~. i\c..\ E ;' f \ i I ~ , ' b ;0 '0 <"I : If. i a:: I / / l- F I-II) -- . OL L f ,L 1) J I . ! !/ 1/" co ") _"<I: QJII-; a:J J- I. ~i ;. 0::01' IlXJwo" I ,.,,,,, 'W Ii" enl- ena / \. . ' , i ><6/35, \ IW:o.Q, ~/ ,vt ( ; ! i , , ~ \ i L.~ .vL' //" / '" , / ~/ / i .p. , r , ~ < '0 :I!) , '.S~ ! , "" w_ N' z<n , -~ ,U-1 I-e'd 0 (f)i O:::<:(i _~w I X:;, J;;: O::! wu,.,w' \ Q, !~ . j _"i --::::LI= '--. r::: , I , '- '01 :~ I , , 01 <' I - , - I' I!) , . , ~ I , N i I 11 ; <l 1 J'i[1g " . 1 11 '- ~ 'L 1 ... !. j Q I' . 1~tfIS' g ~u: (Io~" :r 0 {, (J.i ~oir ~i ~j ,.(\ ~& j ~[IJ! ..~ ty- ';:j I , I '. ' / ---t"e... . . ; , ..-'1' , / y. /~a' L '- . . ,,--XVV'l L;v , N03~H "v" II V 1~0-33S-! '//'.-)- . S30V~;J dVW~'~O..:l' xvw l .C;.../ "_n . __'_.___.. "_. _ ._ _' , f ; t i / I' /., 89iLLZ(i . ___..__.....1____ Mu9li;v~.HN / LANDSCAPE DEVELOP MEN ., "';:. ........... -~ '0 . .- .....~...~:;.::::--:-.:::.:: '60 '.. <(<( 00 a:: a:: a::<( - WI- v"- 1-- Z ",.I!) (/1a:: 0 -.......... w< n '. I Cl I- ... 'Ua:: U z Z'<(.LI-l -:E (ff-'" ;;:: a:: OW 1'01- n .Z ,I!) nn .' CO +.../ '. + r,..: -.l ", Il),.", . '''.. U"lll U '-< " '. I --I ,bo'se; i 3.. H, S.D. ~~N'-I'" 1..,,/'" ../ 1 I " Oi N , 'I' "j: "..: Cl ~~S~ , I- U (/1- u... 'u... /-<( ..w- :. U1 n::: '~O'-'-I- " .. (O"-ij;;d', ..._ =--; co i.,~ - :'W' 4 ...... W "<.-- o...a:: u,.... ..J - <( .- w'~ Z 0...;;:: -1 " W "'u ~ 1'1- - tn ~, ,(f) - c)'_._~ ~--.- - T . X (/1...J <" ''l- Wc::d -::J C (0 X<( -...w>.. '- a:J U > 0... ~ 'r- ,::;; I- if) -a:: x I- w;;:: -en ~ co to .... I!) I!) <fj ill' _(/1 x~ ....wa::... (0 , ! .1.., ", t/ ... >' ,> ~' .--.' I...... ....J~ I I -- - I .lli::.- I ~ ~.' -I' ~ - /' / 9~ - :_-~. ....... - I I i'C ~q ~o O-cc r-... o I r-... OJ <t:! I--ff -.... cr ': ;! if ;1 ., i! .' " 'i I I :R (I '" .- 1'-' d U !i '! .; q- "- CD a:: :::J Ua:: W . l- I- I- (/1:::J Cl X We'd -+-' L- Q) <( -", - Q) U > L- Q) (f) -0 C :J o L- CJ'l L- Q) -0 r II ,.............. ************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 II II II Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 (TIME/DATE OF STUDY: 10: 3 4/14/1999 ========================================================================== ~************************* DESCRIPTION OF STUDY ************************** * DEPTH OF FLOW AREA B-4 * l100 YEAR STORM * ************************************************************************** l************************************************************************** >>STREETFLOW MODEL INPUT INFORMATION<<<< II II II I CONSTANT STREET GRADE (FEET/FEET) = .010000 CONSTANT STREET FLOW (CFS) = 2.20 , AVERAGE STREETFLOW FRICTION FACTOR(MANNING) .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 38.00 INTERIOR STREET CROSS FALL (DECIMAL) = .033000 OUTSIDE STREET CROSS FALL (DECIMAL) = .000100 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: 1_------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) = .33, HALFSTREET FLOOD WIDTH(FEET) = 7.05 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.33 PRODUCT OF DEPTH&VELOCITY = .76 II ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- II II II I \166 I ..... t************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 I II II Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 TIME/DATE OF STUDY: 10: 5 4/14/1999 IJ========================================================================== 1************************* DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AREA B-4 * * 100 YEAR STORM * 11************************************************************************** **************************************************************************** Il~~~=~~~=~~~~_~~~~~_~~~~_~~~~~=~~~~~~~__________________________________ CONSTANT STREET GRADE (FEET/FEET) = .005000 CONSTANT STREET FLOW (CFS) = 3.60 AVERAGE STREETFLOW FRICTION FACTOR (MANNING) = .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = INTERIOR STREET CROSSFALL(DECIMAL) = .033000 OUTSIDE STREET CROSSFALL(DECIMAL) = .000100 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .13000 I FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS =;;======================================================================= STREET FLOW MODEL RESULTS: If--~;~~~;-~~~~-~~~~(~~~;)-~---~~;----------------------------------------- HALFSTREET FLOOD WIDTH(FEET) = 10.02 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.02 I PRODUCT OF DEPTH&VELOCITY = .86 ========================================================================== I II II 38.00 I II II I \?:? I ..... f*************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 II II II Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIME/DATE OF STUDY: 10: 7 4/14/1999 I=~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ J************************** DESCRIPTION OF STUDY ************************** CATCH BASIN "B" * * AREA B-4 AND B-5 * Ir*************************************************************************** **************************************************************************** t>>>SUMP TYPE BASIN INPUT INFORMATION<<<< - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II II II Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. 'Z.'Z-...... '3.-10 = S_B BASIN INFLOW(CFS) ~ BASIN OPENING(FEET) ~ DEPTH OF WATER(FEET) ~ 5.80 .77 .42 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH (FEET) ~ 6.90 I-------------------------~-~?_~~--~-~~-~~~-~--~~~~--------------- --------------------------------------------------------------------------- II II II II II II \~ I... ~ **************************************************************************** II II II HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 IIf - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIME/DATE OF STUDY: 10:26 4/14/1999 If========================================================================== ************************** DESCRIPTION OF STUDY ************************** II DEPTH OF FLOW AREA B-3 100 YEAR STORM * * * * (************************************************************************* ************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< It--~~~~;~-~;~~~;-;~~(;~~;I;~~;)-~--~~~~~~~----------------------------- CONSTANT STREET FLOW(CFS) = 3.90 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = INTERIOR STREET CROSSFALL(DECIMAL) = .033000 OUTSIDE STREET CROSSFALL(DECIMAL) = .000100 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS 1r==~;;;;;=;~~;=~~;;~=;;~;~;~7============================================== II I II 38.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STREET FLOW DEPTH (FEET) = .42 I HALFSTREET FLOOD WIDTH(FEET) = 10.02 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.19 PRODUCT OF DEPTH&VELOCITY = .93 It========================================================================== II I II I \~ I, ..... r************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 II II II Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 TIME/DATE OF STUDY: 10:28 4/14/1999 ~========================================================================== t************************* DESCRIPTION OF STUDY ************************** CATCH BASIN B-1 * * AREA B-3 * ~************************************************************************** **************************************************************************** l>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II II II I Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 3.90 GUTTER FLOWDEPTH(FEET) = .42 BASIN LOCAL DEPRESSION(FEET) FLOWBY BASIN WIDTH(FEET) = .33 9.60 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 9.7 >>>>CALCULATED ESTIMATED INTERCEPTION (CFS) = 3.9 1= ~ tc P\\.....:.,O~ ~ ~f.:l."SI~ ========================================================================== II II II II I \{bl\ II ....11..... 1*************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.l Release Date: Ol/Ol/96 License ID l264 II II ---------------------------------------------------------------------------- Analysis prepared by: Robert Bein, William Frost & Associates l4725 Alton Parkway Irvine, California 92618 TIME/DATE OF STUDY: lO:32 4/l4/l999 11=========================================================================== 1************************** DESCRIPTION OF STUDY ************************** CATCH BASIN B-2 * * * 1*************************************************************************** **************************************************************************** I>>>SUMP TYPE BASIN INPUT INFORMATION<<<< - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I II 1 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN BASIN DEPTH INFLOW (CFS) = OPENING (FEET) = OF WATER(FEET) = l4.00 .77 .50 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = l2.83 I \.A<>,e \a.~- \..-:>,Pc: c.r-.=- ~~\ ~ =========================================================================== II I II II II II \a.,o