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Home My WebLink AboutDrainage Study TENTATIVE PARCEL MAP 28657 & PARCEL MAP 24085 DRAINAGE STUDY 9/22/97, I I I I I I I I I I I I I I I I I I I L~ Prepared For WESTSIDE BUSINESS CENTRE Prepared By: HLC Civil Engineering 41661 Enterprise Circle North, Suite 225 Temecula, CA 92590 (909) 676-6225 -- , <';v (;;;-~. --_ I ,.... I; . - , 'J ,f I /';' J'~" ., ' "/ ). @,.; S !!'/' "Ll Ep'J g' ., ~.,~ G 3 7997 ~' (.1 C,!~ I {I , . - , I I:c "J/.-t I{ ,r. \ I I I CONTENTS I I I DESCRIPTION SECTION I I HYDROLOGY SUMMARY 1 I UNDEVELOPED CONDITION 2 I DEVELOPED CONDITION 3 I REMINGTON A VENUE HYDRAULIC ANALYSIS 4 I LINE "A" & INTERIM EARTHEN CHANNEL 5 HYDRAULIC ANALYSIS I UNDEVELOPED CONDITION HYDROLOGY MAP 6 I DEVELOPED CONDITION HYDROLOGY MAP 7 I AD 155 EXISTING CONDITION HYDROLOGY MAP 8 I I I I ~ I I I I I I I I I I I I I I I I I I I PARCEL MAP 24085 HYDROLOGYIHYDRAULIC STUDY AREA Parcel Map 24085 property was initially a part of the Assessment District No, 155 (AD 155) Master Drainage Area Plan. AD-155 outlined a network of proposed storm drain improvement needed to protect development from flooding during the 100 year storm event. The purpose of this study is to evaluate the existing and proposed storm drain improvement and amend the improvements as needed to protect the proposed development. HYDROLOGY SUMMARY EXISTING CONDITION The easterly portion of PM 24085 below the 1026 elevation is located in the Murrieta Creek 100 year floodplain. On-site and off-site storm runoff under existing conditions discharge approximately 406 cfs into Murrieta Creek via a 48-inch culvert that is grossly deficient to convey any large magnitude storm and will cause local storm runoff to pond. DEVELOPED CONDITION The propose project will be protected from flooding by the construction of storm drain improvements depicted on the "Developed Condition Hydrology Map" and by elevating any future building sites above Murrieta Creek Floodplain elevation of 1026. LINE "C" - ZEVO DRIVE The updated hydrology for this area estimated a 100 year storm of runoff of214.65 cfs versus the AD 155 and Parcel Map 21383 estimated 100 year storm runoff of 216.7 cfs. No revisions to existing Line "C"storm drain improvements will be 1-1 ~ I I . I I I I I I I I I I I I I I I I I I required. (Line "C" has been constructed). LINE "A" - WINCHESTER ROAD Line "A" storm drain from Calle Patron northerly to a point northerly of Remington Avenue will be require to be constructed to protect Winchester road improvements. Ultimately Line"A" will discharge off-site and future TPM 28046 run-off into Murrieta Creek. As an interim measure until Winchester Road is constructed northerly it is proposed to discharge Line "A" storm runoff into the existing watercourse via an temporary earthen channel. See Improvement Plan for PM 24085- 4 for detail. LINE "B" -REMINGTON A VENUEIDIAZ ROAD PM 24085 hydrology calculations estimate a total of 83 cfs storm runoff will be conveyed via surface street flow to the intersection of Diaz Road, Line "B" as depicted on the " Developed Condition Hydrology Map" will not be required until the future development of Tentative Parcel Map 24086. In the interim PM 24085 runoff will be discharged northerly into existing floodplain via culverts. The culverts are designed so they can easily be connected into the future Line "B" at the time of development ofTPM24086, 1-2 '\ I I I I I I I I I I I I I I I I I I I SECTION 2 100 YEAR UNDEVELOPED CONDITION -5' I I I I . I I I I I I I I I I . . '. I AREA A&B 100 YEAR UNDEVELOPED CONDITION ~ I I I I I I I I I I I I I I I I I I I AREA A-B 100 YEAR UNDEVELOPED P!lgP 1 ======~=======================:============================================= RATIONAL METHOD HYDROLOGY COMPlJIER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSER V A TION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL ================--===================--=======================--========--====== <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyrigl1t 1982,1986 Adv",ced Enginoering Software [AES] Especially prepared for: NBS/LOWERY ENGINEERS & PLANNERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> """""DESCRIPTION OF RESUL TS..................................***......... . AREA A-B UNDEVELOPED . , FILE: ABEX.RES . . 10/20/96 ' ........",..............*.................................................. USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) ~ 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) ~ 18.00 SPECIFIED PERCENT OF GRADIENTS(DEClMAL) TO USE F.oR FRICTION SLOPE ~ ,90 JO.YEAR STORM 10.MINUTE lNfENSITY(INCH/HOUR) ~ 2.360 10.YEAR STORM 60.MINUTE lNfENSITY(INCH/HOUR) ~ .880 100. YEAR STORM 1O.MINUTE lNfENSITY(INCH/HOUR) ~ 3.480 100.YEAR ST.oRM 60.MINUTE lNfENSITY(INCH/HOUR) ~ 1.300 SLOPE OF 10.YEAR lNfENSITY.DURATION CURVE ~ 5505732 SLOPE .oF JOO.YEARINTENSITY.DURATION CURVE ~ .5495536 COMPlJfED RAINFALL INTENSITY DATA: STORMEVENT~ 10.00 1.H.oURlNfENSITY(INCH/HOUR)~ .8888 SLOPE OF lNfENSITY DURATION CURVE ~ 5506 RCFC&WCD HYDROLOGY MANUAL "C".VALUES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Adv",ced Enginoering Software [AES] SERIAL No_ 100971 VER HC RELEASE DATE: 2/20/86 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> -jlf -r::,L! 'jJ. /- ............................................................................ FLOWPR.oCESSFR.oMN.oDE 15.IOT.oN.oDE 15.00ISC.oDE~ 2 >>>>>RATI.oNAL METHOD INTIlAL SUBAREA ANAL YSIS<<<<< --------~---~----------------------------------------------------------- ---------------------------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K'[(LENGTH"3)/(ELEV ATION CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH ~ 650.00 UPSTREAM ELEVATION ~ 1430.00 DOWNSTREAMELEVATION~ 1189.00 ELEVATION DIFFERENCE ~ 241.00 TC ~ .937'[( 650.00"3)1( 241.00)J".2 ~ 15.250 10.00 YEAR RAlNFALLlNfENSITY(INCHlHOUR) ~ 1.889 SOIL CLASSIFICA nON IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = . 7286 SUBAREA RUNOFF(CFS) ~ 7.43 TOTALAREA(ACRES)~ SAO TOTALRUNOFF(CFS)~ 7.43 ...........................*..........................*.*........*.......... FLOWPROCESSFROMNODE 15.00TONODE 15.20ISCODE~ 4 '\ I I I I I I I I I I I I I I I I I I I AREA A-B 100 YEAR UNDEVELOPED P!lg-p. , >>>>>COMPUTE PIPEFLOW TRAVELTIME THRV SUBAREA<<<<< >>>>>USING USER.SPECIFIED PIPESlZE<<<<< DEPTH OF FLOW IN 18.0 INCH PIPE IS 4.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 24.1 UPSTREAM NODE ELEVATION = 1289.00 DOWNSTREAM NODE ELEVATION = 1I46.00 FLOWLENGTH(FEET) = 350.00 MANNlNGS N = .013 GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 7.43 TRAVEL TIME(MIN.) = .24 TC(MIN.) = 15.49 . .*****...'*'....'*..."...."......**.******'............................... FLOWPROCESSFROMNODE 15.20TONODE I5.30ISCODE= 6 >>>>>CO?vfPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREA,\1ELEVATlON= 1I45.50 DOWNSTREAMELEVATION= 1I44.60 STREET LENGTH(FEET) = 540.00 CURB HEIGTH(INCHES) = 8. STREET HALFWlDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 16.00 INTERIOR STREET CROSSFALL(DEClMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 "TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 12.49 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) = .57 HALFSTREET FLOODWlDTH(FEET) = 2050 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.42 PRODUCT OF DEPTH&VELOCITY = .81 STREETFLOWTRAVELTlME(MlN)= 6.33 TC(MlN)= 21.82 lO.OO YEAR RAINFALL INTENSITY(INCHlHOUR) = 1.551 SOIL CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = 5372 SUBAREAAREA(ACRES)= 12.00 SUBAREARUNOFF(CFS)= lO.OO SUMMED AREA(ACRES) = 17.40 TOTAL RUNOFF(CFS) = 17.43 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .63 HALFSTREET FLOODWlDTH(FEET) = 23.50 FLOW VELOCITY(FEET/SEC.) = 1.53 DEPTH'VELOCITY = .96 .,*,.".,*,.**..**,.....................**............***,................,* FLOW PROCESS FROM NODE 1530 TO NODE 1530 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREA\A FOR CONFLUENCE<<<<< ============================================================================ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MINUTES) = 2L82 RAINFALL INTENSITY (INCHJHOUR) = 1.55 TOTAL STREAM AREA (ACRES) = 17.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 17.43 .........................................................................*,. FLOWPROCESSFROMNODE 12.10TONODE 12.00 IS CODE = 2 >>>>>RATIONAL !\.ffiTHOD INITIAL SUBAREA ANAL YSIS<<<<< ============================================================================ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED MTH GOOD COVER TC = K*[(LENGTH**3)1(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW~LENGTH = 250.00 UPSTREAMELEVATION= 1680.00 DO\VNSTREAM ELEVATION = 1480.00 ELEVATION DIFFERENCE = 200.00 TC = .937'[( 250.00"3)1( 200.00)J".2 = 8.922 I 0.00 YEAR RAINFALL INTENSITY(INCHlHOUR) = 2.538 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7659 ce> I I I I I I I I I I I I I I I I I I I AREA A-B 100 YEAR UNDEVELOPED . Pggpl SUBAREA RUNOFF(CFS) ~ 6.22 TOTALAREA(ACRES)~ 3.20 TOTALRUNOFF(CFS)~ 6.22 ........................*,........**...........,***......................... FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE ~ 5 >>>>>COMPlITE TRAPEZOIDAL-CHANNEL FWW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION ~ 1480.00 DOWNSTREAM NODE ELEV ATION ~ 1300.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 280.00 CHANNELBASE(FEET)~ 30.00 "Z"FACTOR~ 5.000 MANNINGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 2.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 6.22 FLOW VELOCITY(FEETISEC) ~ 439 FLOW DEPTH(FEET) ~ .05 TRAVEL TlME(MlN.) ~ 1.06 TC(MlN.) ~ 9.99 ........**......................................................,*.......... FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 2385 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7587 SUBAREA AREA(ACRES) ~ 5.00 SUBAREA RUNOFF(CFS) ~ 9.05 TOTALAREA(ACRES)~ 8.20 TOTALRUNOFF(CFS)~ 15.27 TC(M1N) ~ 9.99 *,.......................................................................... FLOWPROCESSFROMNODE 13.00TONODE 14.00ISCODE~ 5 >>>>>COMPlJIE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION ~ 1300.00 DOWNSTREAMNODEELEVATION~ 1210.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 200.00 CHANNEL BASE(FEET) ~ 20.00 "Z" FACTOR ~ 4.000 MANNINGSFACTOR~ .035 MAXlMUMDEPTH(FEET)~ 2.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 15.27 FLOW VELOCITY(FEET/SEC) ~ 6.83 FLOW DEPTH(FEET) ~ .11 TRAVEL TlME(MlN.)~ .49 TC(MlN.)~ 10.47 ............................................................................ FLOWPROCESSFROMNODE 13.00TONODE 14.00 IS CODE = 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< lO.OO YEAR RAINFALL INTENSITY(INCHIHOUR) ~ 2324 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7555 SUBAREAAREA(ACRES)~ 3.40 SUBAREARUNOFF(CFS)~ 5.97 TOTALAREA(ACRES)~ 11.60 TOTALRUNOFF(CFS)~ 21.24 TC(M1N) ~ 10.47 **************************************************************************** FLOWPROCESSFROMNODE 14.00TONODE 1530ISCODE~ 3 >>>>>COMPlITE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COI\.1PUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ESTIMATED PIPE DlAMETER(INCH) INCREASED TO 18.000 DEPTH OFFLOW IN 18.0 INCH PIPE IS 8.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 263 UPSTREAM NODE ELEVATION ~ 1220.00 DOWNSTREAM NODE ELEVATION ~ 1169.00 FLOWLENGTH(FEET) ~ 220.00 MANNlNGS N ~ .013 ~ I I I I I I I I I I I I I I I I I I I 'AREA A-B 100 YEAR UNDEVELOPED P"gp4 ESTIMATED PIPE DIAMETER(INCH) ~ 18.00 NUMBER OFPIPES" PIPEFLOW THRU SUBAREA(CFS) " 2 L24 TRAVEL TIME(MIN.)~ .14 TC(MIN.)~ lO.61 . ...,...........**,.......................................................... FLOWPROCESSFROMNODE 14.00TONODE 15.30ISCODE~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND CO~IPUTE VARIOUS CONFLUENCED STREA1vf. V ALUES<<<<< ============================================================================ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MlNlITES) ~ 10.61 RAINFALL INTENSITY (INCHJHOUR) ~ 231 TOTAL STREAM AREA (ACRES) ~ 1L60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 2L24 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN. )(INCHlHOUR) I 17.43 2L82 1.551 2 21.24 IO.61 2,307 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 31.71 29.72 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS)" 31.71 TlME(MlNlITES)~ 21.822 TOTALAREA(ACRES)~ 29.00 ............................................................................ FLOWPROCESSFROMNODE I530TONODE 15.40ISCODE~ 4 >>>>>COMPlJIE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< --------~-~----------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 48.0 INCH PIPE IS 133 INCHES PIPEFLOW VELOCITY(FEETiSEC) ~ I U UPSTREAM NODE ELEV ATION ~ 1145.00 DOWNSTREAM NODE ELEVATION ~ 1133.60 FLOWLENGTH(FEET) ~ 600.00 ~IANNINGS N" .013 GIVEN PIPE DlAMETER(INCH) ~ 48.00 NUMBER OF PIPES" PIPEFLOW THRU SUBAREA(CFS) ~ 31.71 TRAVELTlME(MIN.)~ .90 TC(MIN.) " 22.72 ....................................................*....................... FLOWPROCESSFROMNODE 15.30TONODE 15.40ISCODE= 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< --------------------------------~------------------------------------------- ---------~----------------------------~---~----------------~---------- 10.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ Ul7 SOIL CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT" .5324 SUBAREA AREA(ACRES)" 7.40 SUBAREA RUNOFF(CFS) ~ 5.98 TOTALAREA(ACRES)~ 36.40 TOTALRUNOFF(CFS)~ 37.69 TC(MlN) ~ 22.72 ............*...................*....******...*...**.****.***..**.....*..... FLOW PROCESS FROM NODE 1530 TO NODE 15.40 IS CODE" I >>>>>DESIGNATE INDEPENDENT STREAM FOR C01\.TfLUENCE<<<<< ============================================================================ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: Tl~IE OF CONCENTRA TION(MlNlITES)" 22.72 RAINFALL INTENSITY (INCHJHOUR)" 1.52 TOTAL STREA.\l AREA (ACRES)" 36.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE" 37.69 'P I I I I I I I I I I I I I I I I I I I \o\REA A-B 100 YEAR UNDEVELOPED ,P~gp.~ ............****.**......................**................................. FLOWPROCESSFROMNODE 22.lOTONODE 22.00ISCODE~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ==~========================================================================= ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K'((LENGTH"3)/(ELEV ATION CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH ~ 750.00 UPSTREAM:ELEVATION= 1600.00 DOWNSTREAM ELEV ATlON ~ 1300.00 ELEVATION DIFFERENCE ~ 300.00 TC ~ .937'[( 750.00"3Y( 300.00)]".2 ~ 15.905 lO.OO YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 1.846 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7254 SUBAREA RUNOFF(CFS) ~ 4.42 TOTALAREA(ACRES)~ 3.30 TOTALRUNOFF(CFS)~ 4.42 I .................................................................***........ FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE ~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION ~ 1300.00 DOWNSTREAM NODE ELEV ATlON ~ 1200.00 CHANNEL LENGTH TIlRU SUBAREA(FEET) ~ 600.00 CHANNELBASE(FEET)~ 20.00 "Z"FACTOR~ 5.000 MANNINGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 4.42 FLOW VELOCITY(FEET/SEC) ~ 3.72 FLOW DEPTH(FEET) ~ .06 TRAVEL TIME(M1N.) ~ 2.69 TC(MIN.) ~ 18.60 . .............**....................**....................................... FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAII\'LINE PEAK FLOW<<<<< ------------------------------------~-------------------------~------------- ---------------------------------------------------------------------------- 10.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 1.694 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~. 7129 SUBAREA AREA(ACRES) ~ 830 SUBAREA RUNOFF(CFS) ~ 10.02 TOTAL AREA(ACRES) ~ 11.60 TOTAL RUNOFF(CFS) ~ 14.44 TC(MIN) ~ 18.60 . **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 15.40 IS CODE = 4 >>>>>COMPUTE PIPEFLCW TRA VELTHviE THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< ============================================================================ DEPTH OF FLOW IN 42.0 INCH PIPE IS 5.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 20.2 UPSTREAM NODE ELEVATION = 1200.00 DOWNSTREAMNODEELEVATION~ 1133.70 FLOWLENGTH(FEET) ~ 350.00 MANNINGs N ~ .013 GIVEN PIPE DlAMETER(lNCH) ~ 42.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 14.44 TRAVEL TIME(MIN.)~ .29 TC(MIN.)~ 18.88 ******************.***************..***..********......***..........*....*** FLOW PROCESS FROM NODE 23.00 TO NODE 15.40 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CO!\.TfLUENCE<<<<< ============================================================================ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE, TIME OF CONCENTRATION(MlNUfES) ~ 18.88 RAINFALL INTENSITY (INCHJHOUR) ~ 1.68 TOTALSTREAMAREA(ACRES)~ 11.60 \\ I I I I I I I I I I I I I I I I I I I AREA A-B 100 YEAR UNDEVELOPED IP9gl't> TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 14.44 *************************..***.***.***.***.....................******...**.. FLOW PROCESS FROM NODE 18.10TONODE 18.001SCODE~ 2 >>>>>RATIONAL :METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K*[(LENGTH"3Y(ELEVATION CHANGE)J".2 INITIAL SUBAREA FLOW.LENGTH ~ 700.00 UPSTREAM ELEV ATlON ~ 1800.00 DOWNSTREAMELEVATION~ 1490.00 ELEVATlONDlFFERENCE~ 310.00 TC ~ .937*[( 700.00"3Y( 31O.00)J".2 ~ 15.160 lO.OO YEAR RAINFALL INIENSITY(INCIlIHOUR) ~ 1.896 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEffiCIENT ~ .7291 SUBAREARUNOFF(CFS)~ 10.78 TOTALAREA(ACRES)~ 7.80 TOTALRUNOFF(CFS)~ 10.78 ***.****.***.****...***********...********..****........****************..** FLOWPROCESSFROMNODE 18.00TONODE 19.00ISCODE~ 5 >>>>>COMPUTE TRAPEZOIDAIA:HANNEL FWW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ---------------------------------------------------------------------------- ~----------------------------------------------------------------------- UPSTREAM NODE ELEVATION ~ 1490.00 DOWNSTREAM NODE ELEV ATION ~ 1400.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 250.00 CHANNEL BASE(FEET) ~ 10.00 "Z" FACTOR ~ 4.000 MANNINGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 2.00 CHAN!'.'EL FLOW THRU SUBAREA(CFS) ~ 10.78 FLOW VELOCITY(FEET/SEC) ~ 7.26 FLOW DEPTH(FEET) ~ .14 TRAVEL TlME(MIN.)~ .57 TC(MIN.)~ 15.73 ......********.****.**.*********...**.**..*****.......*****.*****.*****.**** FLow PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE ~ 8 >>>>>ADDITlON OF SUBAREA TO MAINLINE PEAK FLQW<<<<< -------------------------~~~~----------~~----------------------------------- --~~--~----------~~~~~------------~~~---------~~-~--~~---------~-~~~~------- 10.00 YEAR RAINFALL INfENSITY(INCIlIHOUR) ~ 1.857 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7262 SUBAREA AREA(ACRES) ~ 4.00 SUBAREA RUNOFF(CFS) ~ 5.39 TOTALAREA(ACRES)~ 11.80 TOTALRUNOFF(CFS)~ 16.17 TC(MIN) ~ 15.73 .....................................................................*...... FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE ~ 5 >>>>>eOMPUTE TRAPEZOlDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< ---------------~-~-----------~~-~~~---~~---------------~~~~~---------~~~~--~ ---------~-----~~~------------------------------------------ UPSTREAM NODE ELEV ATION ~ 1400.00 DOWNSTREAM NODE ELEVATION ~ 1300.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 350.00 CHANNEL BASE(FEET) ~ lO.oo "Z" FACTOR ~ 5.000 MANNlNGSFACTOR~ .035 MAXlMUMDEPTH(FEET)~ 2.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 16.17 FLOW VELOCITY(FEET/SEC) ~ 7.23 FLOW DEPTH(FEET) ~ .20 TRAVEL TIME(MIN.)~ .81 TC(MIN.)~ 16.54 *..........................................................................* FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE~ 8 >>>>>ADDlTION OF SUBAREA TO tv1AINLINE PEAK FLOW<<<<< 10.00 YEAR RAINFALL INfENSITY(INCIlIHOUR)~ 1.807 \~ I I I I I I I I I I I I I I I I I I I AREA A-B 100 YEAR UNDEVELOPED ,P"gP 7 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7223 SUBAREAAREA(ACRES)~ 430 SUBAREARUNOFF(CFS)~ 5.61 TOTALAREA(ACRES)~ 16.10 TOTALRUNOFF(CFS)~ 2L79 TC(MIN) ~ 16.54 *****************..********************************************************* FLOW PROCESS FROM NODE 20.00TONODE 21.00 IS CODE~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UPSTREAM NODE ELEVATION ~ 1300.00 DOWNSTREAM NODE ELEVATION ~ 1210.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 700.00 CHANNELBASE(FEET)~ 10.00 "Z"FACTOR~ 4.000 MANNlNGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 4.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 21.79 FLOW VELOCITY(FEETISEC) ~ 6.56 FLOW DEPTH(FEET) ~ 30 TRAVEL TlME(MIN.)~ 1.78 TC(MIN.)~ 1832 ******.********************************************************************* FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10.00 YEAR RAINFALL lNTENSITY(INCHlHOUR) ~ 1.708 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7142 SUBAREA AREA(ACRES) ~ 4.30 SUBAREA RUNOFF(CFS) ~ 5.24 TOTALAREA(ACRES)~ 20AO TOTALRUNOFF(CFS)~ 27.03 TC(MIN) ~ 1832 **************************************************************************** FLOWPROCESSFROMNODE 21.00TONODE 15.40ISCODE~ 4 >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< ---------------------------------~------------------------------------------ ---------------------------------------------------------------------------- DEPTH OF FLOW IN 42.0 INCH PIPE IS 7.7INCHES PIPEFLOW VELOCITY(FEETISEq ~ 22.5 UPSTREAMNODEELEVATION~ 1210.00 DOWNSTREAM NODE ELEVATION ~ 1141.90 FLOWLENGTH(FEET) ~ 450.00 MANNINGS N ~ .013 GIVEN PIPE DIAMETER(INCH) ~ 42.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 27.03 TRAVELTlME(MIN.)~ 33 TC(MlN.)~ 18.65 **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE I5.40ISCODE~ I >>>>>DESIGNA1E INDEPEl'-o1JENT STREAM FOR CONFLUENCE<<<<< ============================================================================ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TI/>,IE OF CONCENTRATION(MlNUTES) ~ 18.65 RAINFALL INTENSITY (INCHJHOUR) ~ 1.69 TOTAL STREAM AREA (ACRES) ~ 20AO TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 27.03 **************************************************************************** FLOW PROCESS FROM NODE 28.10 TO NODE 28.00 IS CODE ~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ============================================================================ ASSUMED lNlTIAL SUBAREA m-.1FORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K'[(LENGTH"3Y(ELEV ATION CHANGE)J".2 lNlTIAL SImAREA FLOW.LENGTH ~ 1000.00 UPSTREAMELEVATION~ 1739.50 \~ I I I I I I I I I, I I I I I I I I I I AREA A-B 100 YEAR UNDEVELOPED lP~gP II DOWNSTREAMELEVATION~ 1580.00 ELEVATION DIFFERENCE ~ 159.50 TC ~ .937'[( 1000.00''3)1( 159.50)J".2 ~ 21.447 10.00 YEAR RAINFALL lNTENSITY(INCHlHOUR) ~ 1.566 SOIL CLASSlFICA TION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .70 I 0 SUBAREARUNOFF(CFS)~ 7.14 TOTALAREA(ACRES)~ 6.50 TOTALRUNOFF(CFS)~ 7.14 *******,....................................................".............. FLOW PROCESS FROM NODE 28.00 TO NODE 27.00 IS CODE ~ 5 >>>>>COMPlJTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEV ATION ~ 1580.00 DOWNSTREAM NODE ELEVATION ~ 1300.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1000.00 CHANNELBASE(FEE1)~ 25.00 "Z"FACTOR~ 5.000 MANNINGSFACTOR~ .035 MAXIMUMDEPTH(FEE1)~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 7.14 FLOWVELOCITY(FEET/SEC)~ 4.81 FLOWDEPTH(FEET)~ .06 TRAVEL TIME(MIN.)~ 3.46 TC(MIN.)~ 24.91 ......................................................................."... FLOW PROCESS FROM NODE 28.00 TO NODE 27.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10.00 YEAR RAINFALL lNTENSITY(INCWHOUR) ~ 1.442 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .6880 SUBAREAAREA(ACRES)~ 29.70 SUBAREARUNOFF(CFS)~ 29.47 TOTALAREA(ACRES)~ 36.20 TOTALRUNOFF(CFS)~ 36.60 TC(MIN) ~ 24.91 ............................................................................ FLOW PROCESS FROM NODE 27.00 TO NODE 35.00 IS CODE ~ 5 >>>>>COMPlJIE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTTh1E THRU SUBAREA<<<<< ---------------------------------------------------------------------------- -----------------------------------~--------------------~------------------~ UPSTREAM NODE ELEVATION ~ 1300.00 DOWNSTREAM NODE ELEV ATlON ~ 1166.00 CHANl'<'EL LENGTH THRU SUBAREA(FEET) ~ 1000.00 CHANNEL BASE(FEET) ~ 25,00 "Z" FACTOR ~ 4.000 MANNINGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 36.60 FLOW VELOCITY(FEETISEC) ~ 5.54 FLOW DEPTH(FEET) ~ .25 TRAVEL TIME(MIN.)~ 3.01 TC(MIN.)~ 27.92 ...........***************************....*******...*********...*.*.***...** FLOW PROCESS FROM NODE 27.00 TO NODE 35.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< --------------------------------------------------------~------------------- ---------~-----------------------------------------------~------------------ 10.00 YEAR RAINFALL lNTENSITY(INCHlHOUR) ~ L354 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .6776 SUBAREAAREA(ACRES)~ l3.00 SUBAREARUNOFF(CFS)~ 11.93 TOTALAREA(ACRES)~ 49.20 TOTALRUNOFF(CFS)~ 4853 TC(MlN) ~ 27.92 ........................................**.................................. FLOWPROCESSFROMNODE 35.00TONODE I5AOISCODE~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND CO~1PUTE V ARlOUS CONFLUENCED STREA1vi V ALUES<<<<< \~ ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I I I I I I I I I I I I I 1- I I I I I 'AREA A-B 100 YEAR UNDEVELOPED pgg..q CONFLUENCE VALUES USED FOR rNDEPENDENT STREAM 4 ARE: TIME OF CONCEl'.'TRATlON(MINUTES) ~ 27.92 RAINFALL INTENSITY (INCH./HOUR) ~ 135 TOTAL STREAM AREA (ACRES) ~ 49.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 48.53 CONFLUENCE lNFORMA TlON: STREA,\o! RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCHlHOUR) I 2 3 4 37.69 14.44 27.03 48.53 22.72 18.88 18.65 27.92 1.517 1.680 1.691 1354 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 4 STREAMS. VARIOUS CONFLUENCED RUNOFF VALVES ARE AS FOLLOWS: 114.49 105.45 104.67 115.48 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 115.48 TlME(MINlITES) ~ 27.916 TOTAL AREA(ACRES) ~ 117.60 *******************.......***............................................... FLOW PROCESS FROM NODE IHO TO NODE 15.50 IS CODE ~ 4 >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 480 INCH PIPE IS 19.9 INCHES PIPEFLOW VELOClTY(FEET/SEC) ~ 23.5 UPSTREAM NODE ELEVATION ~ 1133.50 DOWNSTREAM NODE ELEV ATlON ~ 1085.90 FLOWLENGTH(FEET) ~ 850.00 MANNINGS N ~ .013 GIVEN PIPE DIAMETER(INCH) ~ 48.00 NillcffiER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 115.48 TRAVEL TIME(MIN.) ~ .60 TC(MIN.) ~ 28.52 ..........*****,.*,......................................................... FLOWPROCESSFROMNODE 15.40 TO NODE I5.50ISCODE~ 8 >>>>>ADDITION OF SUBAREA TO ?\.1AINLl}.'E PEAK FLOW<<<<< ---------------------------------------------------------------------------- --------~----------------~-------------------------------------------------- I~'; 10.00 YEAR RAINFALL INTENSlTY(INCHlHOUR) ~ U39 SOIL CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .5049 SUBAREA AREA(AcRES) ~ 12.60 SUBAREA RUNOFF(CFS) ~ 8.52 TOTALAREA(ACRES)~ 130.20 TOTALRUNOFF(CFS)~ 124.00 TC(MIN) ~ 28.52 = .s;-r"", ,y=. r., (';:~ . e' ***********************************,;*************************************** FLOW PROCESS FROM NODE 5.00 TO NODE 4.00 IS CODE ~ 2 ~-~~~------------~------------------------------------~--------------------~ ----------~------------~-----------~---------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC ~ K'[(LENGTH"3)1(ELEV ATION CHANGE)J".2 INITIAL SUBAREA FLOW.LENGTH ~ 900.00 UPSTREAM ELEVATION ~ 1093.00 DOWNSTREAMELEVAT10N~ 1085.00 ELEVATION DIFFERENCE ~ 8.00 TC ~ 303'[( 900.00"3)/( 8.00)J".2 ~ 11.844 10.00 YEAR RAINFALL INTENSITY(INCHlHOUR) = 2.171 SOIL CLASSIFICATION IS "8" CO:M1.fERCIAL DEVELOP:MENT RUNOFF COEFFICIENT = .8707 SUBAREA RUNOFF(CFS) ~ 17,58 TOTALAREA(ACRES)~ 930 TOTALRUNOFF(CFS)~ 17.58 **************************************************************************** 124.0'1 =----- !- (' ';'). f- U(.JCf:.-r/ \~ I I I I I I I I I I I I I I I I I I I AREA A-B 100 YEAR UNDEVELOPED P~g" 1 0 FLOW PROCESS FROM NODE 4.00 TO NODE 3.00 IS CODE ~ 6 >>>>>COMPUTE STREETFLOW TRAVELTlrvtE THRU SUBAREA<<<<< UPSTREAM ELEVATION ~ 1085.00 DOWNSTREAM ELEV ATlON ~ 1082.00 STREET LENGTH(FEET) ~ 200.00 CURB HEIGTH(INCHES) ~ 8. STREET HALF\\1DTH(FEET) ~ 38.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK ~ 19.00 Il'-'TERlOR STREET CROSSFALL(DECIMAL) ~ .020 OUTSIDE STREET CROSSFALL(DEClMAL) ~ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF ~ 2 "TRAVELTIME COMPlJIED USING MEAN FLOW(CFS)~ 20.46 STREETFLOW MODEL RESULTS, STREET FLOWDEPTH(FEET) ~ .48 HALFSTREET FLOODWIDTH(FEET) ~ 16.08 AVERAGE FLOW VELOCITY(FEETISEC.) ~ 3.69 PRODUCT OF DEPTH& VELOCITY ~ 1.77 STREETFLOWTRAVELTIME(MIN)~ .90 TC(M1N)~ 12.75 lO.OO YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2.085 SOIL CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .5990 SUBAREAAREA(ACRES) ~ 4.60 SUBAREA RUNOFF(CFS) ~ 5.75 SUMMED AREA(ACRES) ~ 13.90 TOTAL RUNOFF(CFS) ~ 2333 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET)~ .50 HALFSTREETFLOODWIDTH(FEET)~ 17.14 FLOW VELOCITY(FEET/SEC.) ~ 3.73 DEPTH'VELOCITY ~ 1.87 .***......................**................**.**...**...............**.**.. FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREMl FOR CONFLlJENCE<<<<< CONFLUENCE V ALllES USED FOR INDEPENDENT STREAM I ARE, TIME OF CONCENTRATION(MlNUfES) ~ 12.75 RAINFALL INTENSITY (INCHJHOUR) ~ 2.09 TOTAL STREAM AREA (ACRES) ~ 13.90 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 23.33 ******.....*.****.**.........*************.****...****....************..**.. FLOW PROCESS FROM NODE 7.00 TO NODE 6.00 IS CODE ~ 2 >>>>>RATIONAL tv1ETHOD INITIAL SUBAREA ANALYSIS<<<<< ============================================================================ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UI\,'DEVELOPED WITH POOR COVER TC ~ K'[(LENGTH"3)/(ELEV ATION CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH ~ 400.00 UPSTREA,\4 ELEVATION ~ 1102.00 DOWNSTREAM ELEV ATION ~ 1096.00 ELEVATION DIFFERENCE ~ 6.00 TC ~ 533'[( 400.00"3)/( 6.00))".2 ~ 13.552 10.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 2.016 SOIL CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .5923 SUBAREA RUNOFF(CFS) ~ 6.93 TOTAL AREA(ACRES) ~ 5.80 TOTAL RUNOFF(CFS) ~ 6.93 .....****.**.**......................**.*********************........******* FLOW PROCESS FROM NODE 6.00 TO NODE 3.00 IS CODE ~ 6 >>>>>COM::rUTE STREETFLOWTRAVELTHvIE THRU SUBAREA<<<<< ============================================================================ UPSTREAM ELEVATION ~ 1096.00 DOWNSTREAM ELEVATION ~ 1082.00 STREET LENGTH(FEET) ~ 700.00 CURB HEIGTH(INCHES) ~ 8. STREET HALFWIDTH(FEET) ~ 28.00 DlST ANCE FROM CROWN TO CROSSF ALL GRADEBREAK ~ 18.00 \~ I I I I I I I I I I I I I I I I I I I 'AREA A-B 100 YEAR UNDEVELOPED :P9gP 11 INTERIOR STREET CROSSFALL(DECIMAL) = .015 OUTSIDE STREET CROSSFALL(DEClMAL) = .050 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 "TRAVELTIME COMPlJIED USING MEAN FLOW(CFS) = Il.28 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) = A4 HALFSTREET FLOODWIDTH(FEET) = 6.88 AVERAGE FLOW VELOCITY(FEETISEq = 430 PRODUCT OF DEPTH&VELOCITY = 1.90 STREETFLOWTRAVELTlME(MlN)= 2.71 TC(MlN)= 16.26 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.824 SOIL CLASSlFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEffiCIENT = .5716 SUBAREA AREA(ACRES) = 8.30 SUBAREA RUNOFF(CFS) = 8:65 SUMMED AREA(ACRES) = 14.10 TOTAL RUNOFF(CFS) = 1558 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .49 HALFSTREET FLOODWIDTH(FEET) = 7.88 FLOW VELOCITY(FEETISEq = 4.64 DEPTH'VELOCITY = 2.28 ..********,................................................................. FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND CO:MPlITE V ARlOUS CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDE."IT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 16.26 RAINFALL INTENSITY (INCH./HOUR) = 1.82 TOTAL STREAM AREA (ACRES) = 14.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 1558 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.)(INCHlHOUR) I 23.33 12.75 2.085 2 1558 16.26 1.824 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC& WCD) USED FOR 2 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 35.54 35.98 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 35.98 TIME(MINUTES) = 16.264 TOTAL AREA(ACRES) = 28.00 ............................................................................ FLOW PROCESS FROM NODE 3.00 TO NODE 2.00 IS CODE = 4 >>>>>COMPUTE PIPEFLOW TRA VELTTh.1E TIIRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< DEPTH OFFLOW IN 36.0 INCH PIPE IS 18.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 9.7 UPSTREAM NODE ELEVATION = 1075.00 DOWNSTREAM NODE ELEVATION = 1067.00 FLOWLENGTH(FEET) = 700.00 MANNlNGS N = .013 GIVEN PIPE DlAMETER(INCH) = 36.00 NUMBER OF PIPES = PIPEFLOW THRU SUBAREA(CFS) = 35.98 TRAVEL TIME(MIN.) = l.20 TC(MIN.)= 17.46 , ............................................................................ FLOW PROCESS FROM NODE 3.00 TO NODE 2.00 IS CODE = 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10.00 YEAR RArNFALL INTENSITY(INCHlHOUR) = 1.753 SOIL CLASSIFICATION IS "B" \\ I I I I I I I I I I I I I I I I I I I 'AREA A-B 100 YEAR UNDEVELOPED PlIgl' 11 UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .5634 SUBAREAAREA(ACRES)~ 5.70 SUBAREARUNOFF(CFS)~ 5.63 TOTALAREA(ACRES)~ 33.70 TOTALRUNOFF(CFS)~ 4L61 TC(MIN) ~ 17.46 AFP. **********************................**.................................... FLOW PROCESS FROM NODE 2.00 TO NODE LOO IS CODE ~ 4 >>>>>CO~1PlITE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< DEPTH OF FLOW IN 36.0 INCH PIPE IS I L9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 20.4 UPSTREAM NODE ELEVATION ~ 1067.00 DOWNSTREAM NODE ELEVATION ~ 1040.00 FLOWLENGTH(FEET) ~ 350.00 MANNlNGS N ~ .013 GIVEN PIPE DlAMETER(INCH) ~ 36.00 NUMBER OF PIPES ~ PIPEFLOWTHRU SUBAREA(CFS) ~ 4L6I TRAVEL TIME(MIN.)~ .29 TC(MIN.)~ 17.75 END OF RATIONAL METHOD ANALYSIS aJ'>~ "11.G e '0:) /-::J L "'2.- ':: ')1 )'~ ,. ) ~ ,-'- - , \~ I I I I I I I I I I I I I I I I I I I AREA "C & D" 100 YEAR UNDEVELOPED CONDITION \~ I I I I I I I I I I I I I I I I I I I 'AREA-C 100 YEAR UNDEVELOPED Page 1 RATIONAL METHOD HYDROLOGY COMPlJIER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & W ATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Cop)right 1982,1986 AdvWlced Enginoering Software [AES] Especially prepared for: NBS/LOWERY ENGINEERS & PLANNERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> *"*******DESCRlPTION OF RESUL TS**....***u...****n.............n.u*n... . AREA C.l 00 YEAR STORM UNDEVELOPED . . FIl.E:D-EX.RES '" *HLC .. ..............................****.**....................................... USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) ~ 100.00 SPECIFIED MINIMUM PIPE SlZE(lNCH) ~ 18.00 SPECIFIED PERCENT OF GRADIENTS(DEClMAL) TO USE FOR FRICTION SLOPE ~ .90 10.YEAR STORM 100MlNlJIE INTENSITY(lNCHlHOUR) ~ 2.360 10. YEAR STORM 60.MlNUTE INTENSITY(lNCHlHOUR) ~ .880 100.YEAR STORM IO.MlNUTE INTENSITY(lNCHlHOUR) ~ 3.480 100.YEAR STORM 60.MlNUTE INTENSITY(lNCHlHOUR) ~ 1300 SLOPE OF 10.YEAR INTENSITY.DURATION CURVE ~ .5505732 SLOPE OF 100-YEAR INTENSITY.DURATION CURVE ~ 5495536 COMPlJIED RAINFALL lJ','TENSITY DATA: STORMEVENT~ 100.00 I.HOURINTENSITY(lNCHlHOUR)~ 13000 SLOPE OF INTENSITY DURATION CURVE ~ .5496 RCFC&WCD HYDROLOGY MANUAL "C".V ALUES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [AES] SERIAL No. 100971 VER 3.3C RELEASE DATE: 2120186 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ......*******************.***........*.**.*.**..*.***...********...**.***... FLOW PROCESS FROM NODE 1.00 TO NODE 306.00 IS CODE ~ 7 >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<< ==================--==========--============================================== USER.SPECIFlED V ALVES ARE AS FOLLOWS: TC(MlN) ~ 17.46 RAIN INTENSITY(lNCHlHOUR) ~ 256 TOTALAREA(ACRES)~ 33.70 TOTALRUNOFF(CFS)~ 41.61 ...........**.**...****..****.....***..**...*.****...********************.** FLOW PROCESS FROM NODE 1.00 TO NODE 306.00 IS CODE ~ 1 rf''' ."Y\ ARUA ~-7... >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRA TION(MlNUTES) ~ 17.46 RAINFALL INTENSITY (lNCHJHOUR) ~ 2.56 TOTAL STREAM AREA (ACRES) ~ 33.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 41.61 .*****.*....*******.****....**..****..**.**********.....*******..********..* FLOW PROCESS FROM NODE 307.00 TO NODE 306.00 IS CODE ~ 2 >>>>>RATIONAL ~fETHOD INITIAL SUBAREA A...l~ALYSIS<<<<< c-~ ASSUJ"IED INITIAL SUBAREA W<1FORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER 1P I I I I I I I I I I I I I I I I I I I AREA-C 100 YEAR UNDEVELOPED . Pa~e 2 TC . K'[(LENGTH"3Y(ELEV ATION CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH. 100.00 UPSTREAM ELEVATION. 1090.00 DOWNSTREAM ELEVATION. 1045.00 ELEV ATlON DIFFERENCE""" 45.00 TC. .937'[( 100.00"3Y( 45.00)]".2' 6.939 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR). 4.254 SOIL CLASSlFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT. .7222 SUBAREA RUNOFF(CFS) . 30.11 TOTALAREA(ACRES). 9.80 TOTALRUNOFF(CFS). 30.11 *****...*.........................................................*......... FLOW PROCESS FROM NODE 307.00 TO NODE 306.00 IS CODE. I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>A.'ID CO~1PUTE VARIOUs CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDEl'.'T STREAM 2 ARE: TIME OF CONCENTRATION(MIN\ITES). 6.94 RAINFALL INTENSITY (INCHJHOUR). 4.25 TOTAL STREA,',\ AREA (ACRES). 9.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE. 30.11 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 41.61 17.46 2.562 2 30.11 6.94 4.254 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC& WCD) USED FOR 2 STREAMS, V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 59.74 46.64 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS). 59.74 TI~IE(MIN\ITES)' 17.460 TOTAL AREA(ACRES). 4350 ............................................................................ FLOW PROCESS FROM NODE 306.00 TO NODE 305.00 IS CODE' 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FWW<<<<< >>>>>TRA VELTH",fE THRU SUBAREA<<<<< c-4- UPSTREAM NODE ELEVATION. 1045.00 DOWNSTREAM NODE ELEVATION. 1029,00 CHANNEL LENGTH THRU SUBAREA(FEET). 700.00 CHANNELBASE(FEET). 20.00 "Z"FACTOR. 5.000 MANNINGS FACTOR. .030 MAXIMUM DEPTH(FEE1). 5.00 CHANNEL FLOW THRU SUBAREA(CFS). 59.74 FLOW VELOCITY(FEET/SEC). 4.62 FLOW DEPTH(FEE1). .57 TRAVEL TIME(ML"l.). 253 TC(MIN.). 19.99 ...................***...................................................... FLOW PROCESS FROM NODE 306.00 TO NODE 305.00 IS CODE. 8 >>>>>ADDlTION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100.00 YEAR RA.INFALL INTENSITY(INCH/HOUR). 2379 SOIL CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT. .6248 SUBAREA AREA(ACRES). 16.50 SUBAREA RUNOFF(CFS). 24.52 TOTALAREA(ACRES)= 60.00 TOTALRUNOFF(CFS)= 84.26 TC(MIN). 19.99 ...*......*.*********......................**..................*............ FLOW PROCESS FROM NODE 305.00 TO NODE 300.00 IS CODE. 5 >>>>>COMPUTE TRAPEZOIDAL-CHA!\i"NEL FLOW<<<<< >>>>>TRA VELTThfE THRU SUBAREA<<<<< "A I I I I I I I I I I I I I I I I I I I AREA-C 100 YEAR UNDEVELOPED Pal:e3 ================:==================~====================================== UPSTREAM NODE ELEVATION = 1029.00 DOWNSTREAM NODE ELEVATION = 1020.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 1800.00 CHANNEL BASE(FEET) = 100.00 "Z" FACTOR = 5.000 MANNINGS FACTOR = .030 MAXIMUM DEPTH(FEET) = 2.00 CHANNEL FLOW THRU SUBAREA(CFS) = 84.26 FLOW VELOCITY(FEET/SEC) = 1.96 FLOW DEPTH(FEET) = .42 TRAVEL TIME(MIN.) = 15.34 TC(MIN.) = 35.32 ..******...***.............................................................. FLOW PROCESS FROM NODE 305.00 TO NODE 300.00 IS CODE = 8 C-3 >>>>>ADDITION OF SUBAREA TO MAIN1.INE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(lNCIIIHOUR) = 1.739 SOIL CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = 5617 SUBAREA AREA(ACRES) = 32.60 SUBAREA RUNOFF(CFS) = 31.85 TOTALAREA(ACRES)= 92.60 TOTALRUNOFF(CFS)= 116.11 TC(MlN) = 35.32 ...........................**..........................................**... FLOW PROCESS FROM NODE 305.00 TO NODE 300.00 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREMf FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MlNlJIES) = 35.32 RAINFALL INTENSITY (lNCHJHOUR) = 1.74 TOTAL STREAM AREA (ACRES) = 92.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 116.11 .................**....................**................................... FLOW PROCESS FROM NODE 304,00 TO NODE 300.00 IS CODE = 7 :::.:~~:~5P~~~~_~~~~_~~~~O~~:~~=~~~~~::"="="="==_~_=f(:~.;.::.~= USER-SPECIFIED VALUES ARE AS FOLLOWS: A " fe_A c TC(MlN) = 49.12 RAIN INTENSITY(lNCIIIHOUR) = 1.45 TOTALAREA(ACRES)= 26863 TOTALRUNOFF(CFS)= 309.41 ...................................*********.******************************* FLOW PROCESS FROM NODE 300.00 TO NODE 300.00 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>A.."'D COillUTE VARIOUS COr-.TFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MlNlJIES) = 49.12 RAINFALL INTENSITY (lNCH,IHOUR) = 1.45 TOTAL STREAM AREA (ACRES) = 268.63 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 309.41 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (lNCIIIHOUR) I 116.11 35.32 1.739 2 309.41 49.12 1.451 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 338.61 406.28 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 406.28 TlME(MlNlJIES) = 49.120 TOTALAREA(ACRES)= 361.23 U /...iDFiv' I r, ===========~======================================--================~===== END OF RATIONAL METHOD ANALYSIS 14, E'/j 50 T/ N r.- AT Ml.)(2.IUR7A '18 Ii Ct'liJ? cf2.il!,;{' 7P , I : I , I I I I I I I I I I I I I I I I I AREA "E" 100 YEAR UNDEVELOPED CONDITION 1,;'1.7 I I I I I I I I I I I I I I I I I I I 'AREA-E 100 YEAR UNDEVELOPED Pa~e 1 RATIONAL METHOD HYDROLOGY COMPlJIER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSER V A TlON DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyright 1982.1986 Advonced Engineering Software [AES] Especially pnpared for: NBSILOWERY ENGI!\'EERS & PLANl'.'ERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> "'***'''''*DESCRIPTION OF RESl.i'L TS.......***................................." . AREA.E UNDEVELOPED 100 YEAR STORM . . FILEo E-EXRES *HLC . ............................................................................ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) ~ 100,00 SPECIFIED MINIMUM PIPE SlZE(INCH) ~ 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE ~ .90 10.YEAR STORM IO.MlNUfE INTENSITY(INCH/HOUR) ~ 2.360 IO.YEAR STORM 6i}.MlNUfE INTENSITY(INCH/HOUR) ~ .880 100.YEAR STORM 10-MlNUfE INTENSITY(INCH/HOUR) ~ 3.480 100.YEAR STORM 60-MlNUfE INTENSITY(lNCH/HOUR) ~ 1.300 SLOPE OF IO.YEAR INTENSITY.DURATlON CURVE ~ .5505732 SLOPE OF 100.YEARINTENSITY.DURATION CURVE ~ .5495536 COMPlJIED RAINFALL I!\'TENSITY DATA: STORM EVENT ~ 100,00 I.HOUR INTENSITY(INCH/HOUR) ~ 1.3000 SWPE OF INfENSITY DURATION CURVE = .5496 RCFC&WCD HYDROLOGY MANUAL "C"-V ALVES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [AES] SERIAL No. lO0971 \'ER HC RELEASE DATE: 2/20186 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ,...*"...........,......................................................... FLOW PROCESS FROM NODE 15.50TONODE 1550ISCODE~ 7 >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<< USER.SPECIFlED V ALVES ARE AS FOLLOWS: TC(MIN) ~ 2852 RAIN INTENSITY(INCH/HOUR) ~ L96 TOTALAREA(ACRES)~ 130.20 TOTALRUNOFF(CFS)~ 124.00 -<:-. r~o,,,\ 4 R-rA V N DGuElo P,'l:t) ............................................................................ FLOW PROCESS FROM NODE 1550 TO NODE 10LOO IS CODE ~ 5 >>>>>CQ.MPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION ~ 1086.00 DOWNSTREAM NODE ELEVATION ~ 1084.00 CHANNEL lENGTH THRU SUBAREA(FEET) ~ 600.00 CHANNEL BASE(FEET) ~ 78.00 "Z" FACTOR ~ 2.000 MANNlNGS FACTOR ~ .030 MAXIMUM DEPTH(FEET) ~ 2.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 124.00 FLOW VELOCITY(FEET/SEC) ~ 2.22 FLOW DEPTH(FEET) ~ .70 ., , fl' -z,A. I I I I I I I I I I I I I I I I I I I AREA-E 100 YEAR UNDEVELOPED Paj!;e2 TRAVEL TIME(MIN.) ~ 4.50 TC(MIN.) ~ 33.02 ..-_.....,-,..,............................................................. FLOW PROCESS FROM NODE 15.50 TO NODE 10LOO IS CODE ~ 1 >>>>>DESIGNATE INDEPENDENT STREA..\1 FOR CO~'FLUENCE<<<<< =======--=========================================--=======================--== CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MlNUTES) ~ 33.02 RAINFALL INTENSITY (INCHJHOUR) ~ L80 TOTAL STREAM AREA (ACRES) ~ 130.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 124.00 ............................................................................ FLOWPROCESSFROMNODE 100.00 TO NODE 100.l0ISCODE~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K'[(LENGTH"3)I(ELEV ATION CHANGE)J".2 INmAL SUBAREA FLOW.LENGTH ~ 900.00 UPSTREAM ELEVATION ~ 1260.00 DOWNSTREAM ELEVATION ~ 1160.00 ELEVATION DIFFERENCE ~ 100.00 TC ~ .937'(( 900.00"3Y( 100.00)]".2 ~ 22.104 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2.250 SOIL CLASSrFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7516 SUBAREA RUNOFF(CFS) ~ 7.27 TOTAL AREA(ACRES) ~ 4.30 TOTAL RUNOFF(CFS) ~ 7.27 E- \ .............................,............,_............_--,..........,-,... FLOWPROCESSFROMNODE 10LIOTONODE 10LOOISCODE~ 5 >>>>>COMPlTfE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTlME THRU SUBAREA<<<<< ====================================--======================================= UPSTREAM NODE ELEV ATION ~ 1160.00 DOWNSTREAMNODEELEVATION~ 1085.00 CHANNEL LENGTH TIIRU SUBAREA(FEET) ~ 550.00 CHANNEL BASE(FEET) ~ 15.00 "Z" FACTOR ~ 5.000 MANNINGS FACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ 2.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 7.27 FLOWVELOCITY(FEET/SEC)~ 3.29 FLOWDEPTH(FEET)~ .14 TRAVEL TlME(MIN.) ~ 2,78 TC(MIN.) ~ 24.89 -..""-.................................,..,...-,.....*.,.,.......*..._.... FLOWPROCESSFROMNODE 100.10TONODE 101.00 IS CODE = 8 [-'2- >>>>>ADDITION OF SUBAREA TO ~lAINLINE PEAK FLO\V<<<<< 100.00 YEAR RAINFALLINTENSITY(INCHlHOUR) ~ 2.108 SOIL CLASSIf1CATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7433 SUBAREA AREA(ACRES) ~ 3.60 SUBAREA RUNOFF(CFS) ~ 5.64 TOTALAREA(ACRES)~ 7.90 TOTALRUNOFF(CFS)~ 12.92 TC(MIN) ~ 24.89 *.*-......._.......................*........_.._-*.**-*.............,....... FLoW PROCESS FROM NODE IOLOO TO NODE 10LOO IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND cOMPlffE VARIOUS cONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATlON(MlNUTES) ~ 24.89 RAINFALL INTENSITY (INCHJHOUR) ~ 2.11 TOTAL STREAM AREA (ACRES) ~ 7.90 1? I I I I I I I I I I I I I I I I I I I AREA-E 100 YEAR UNDEVELOPED Pa~e 3 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 12.92 CONFLUENCE INFORMATION; STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 124.00 33.02 L805 2 12.92 24.89 2.108 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS, VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS; 135.06 106.37 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS; RUNOFF(CFS) ~ 135.06 TIME(MINVTES) ~ 33.023 TOTAL AREA(ACRES) ~ 138.10 .........,...............................................*,................. FLOW PROCESS FROM NODE 10LOO TO NODE 302.00 IS CODE ~ 5 >>>>>COMPUTE TRAPEZOIDAJ....CHANNEL FLOW<<<<< >>>>>TRA VELTlME THRU SUB.-'\REA<<<<< ----------------------------~--------------------------------------------- ---------------------------------------------------------------------------- E-3 UPSTREAM NODE ELEVATION ~ 1084.00 DOWNSTREAM NODE ELEV ATION ~ 1066.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 450.00 CHANNEL BASE(FEET) ~ lO.OO "Z" FACTOR ~ 5.000 MANNINGS FACTOR ~ .030 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 135.06 FLOWVELOCITY(FEETISEC)~ 8.18 FLOWDEPTH(FEET)~ L07 TRAVEL TlME(MlN.) ~ .92 TC(MIN.) ~ 33.94 ............................................................................ FLOWPROCESSFROMNODE 10LOOTONODE 302.00ISCODE~ 8 >>>>>ADDITlON OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ L778 SOIL CLASSlFlCA TION IS "D" UNDEVELOPED WATERSHED RUNOFF COEffiCIENT ~ .7200 SUBAREA AREA(ACRES) ~ 2.70 SUBAREA RUNOFF(CFS) ~ 3.46 TOTALAREA(ACRES)~ 140.80 TOTALRUNOFF(CFS)~ 138.51 TC(MIN) ~ 33.94 ............................................................................ FLOW PROCESS FROM NODE 101.00 TO NODE 302.00 IS CODE ~ 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALVES USED FOR INDEPENDENT STREAM I ARE; TIME OF CONCENTRATION(MINVTES) ~ 33.94 RAINFALL INTENSITY (INCH./HOUR) ~ 1.78 TOTALSTREAMAREA(ACRES)~ 140.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 13851 .................................**.*....................*.*..*............. FLOW PROCESS FROM NODE 102.00 TO NODE 102.10 IS CODE ~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED INITIAL SUBAREA Ul\~FORM DEVELOPMENT IS; UNDEVELOPED WITH GOOD COVER TC = K*((LENGTH.*3)/(ELEV AllON CHANGE))...2 INITIAL SUBAREA FLOW.LENGTH ~ 750.00 lJPSTREAMELEVATION ~ 1280.00 DOWNSTREAM ELEVATION ~ 1200.00 ELEVATIONDrFFERENCE~ 80.00 TC ~ .937'[( 750.00"3Y( &0.00)]".2 ~ 20.718 100.00 YEAR RAINFALL Ih'TENSITY(INCH/HOUR) ~ 2332 SOIL CLASSIFICATION IS "D" ~-J f- " 7fp I AREA-E 100 YEAR UNDEVELOPED Pa~e 4 I UNDEVELOPED WATERSHED RUNOFF COEffiCIENT = .7559 SUBAREA RUNOFF(CFS) = 7.05 TOTALAREA(ACRES)= 4.00 TOTALRUNOFF(CFS)= 7.05 I ............................................................................ I FLOW PROCESS FROM NODE 102.10 TO NODE 103.00 IS CODE = 5 E -7 >>>>>COr-.1PlITE TRAPEZOIDAL-CHAl\'NEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< I ==============--===================================--== UPSTREAM NODE ELEVATION = 1200.00 DOWNSTREAM NODE ELEV ATlON = 1080,00 CHAl\'NEL LENGTH THRU SUBAREA(FEET) = 1000.00 CHANNEL BASE(FEET) = lO.OO "Z" FACTOR = 5.000 MANNlNGS FACTOR = .040 MAXIMUM DEPTH(FEET) = 2.00 CHANNEL FLOW THRU SUBAREA(CFS) = 7.05 FLOW VELOCITY(FEETISEC) = 3.78 FLOW DEPTH(FEET) = .17 TRAVEL TIME(MIN.)= 4.41 TC(MlN.)= 25.13 I I ............................................................................ FLOW PROCESS FROM NODE 102.10 TO NODE 103.00 IS CODE = 8 I >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ====--================================================================== 100.00 YEAR RAlNFALLINTENSITY(INCWHOUR) = 2.097 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7426 SUBAREAAREA(ACRES) = 11.90 SUBAREARUNOFF(CFS) = 18.53 TOTALAREA(ACRES)= 15.90 TOTALRUNOFF(CFS)= 25.59 TC(MlN) = 25.13 I I ............................................................................ FLOW PROCESS FROM NODE 103.00 TO NODE 302.00 IS CODE = 5 I >>>>>C011PUIE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTI1.iE THRU SlJ13AREA<<<<< ---~------------------------------------------------------------------------ ---------------------------------------------------------------------------- UPSTREAM NODE ELEVATION = 1080.00 DOWNSTREA."1 NODE ELEVATION = 1066.00 CHAl\'NEL LENGTH THRU SUBAREA(FEET) = 400.00 CHAl\'NEL BASE(FEET) = 10.00 "Z" FACTOR = 5.000 MANNINGS FACTOR = .030 MAXIMUM DEPTH(FEET) = 5.00 CHANNEL FLOW THRU SUBAREA(CFS) = 25.59 FLOW VELOCITY(FEETISEC) ~ 4.65 FLOW DEPTH(FEET) = .45 TRAVEL TIME(MlN.) = 1.43 TC(MIN.) = 26.56 I I .....................**.***..................**...**........*...*.**.*....** I FLOW PROCESS FROM NODE 103.00 TO NODE 302.00 IS CODE = 8 f- 8 >>>>>ADOmON OF SUBAREA TO MAINLINE PEAK FLQW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) = 2.034 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7386 SUBAREA AREA(ACRES) = 1.50 SUBAREA RUNOFF(CFS) = 2.25 TOTALAREA(ACRES)= 17.40 TOTALRUNOFF(CFS)= 27.84 TC(MlN) = 26.56 I ............................................................................ I FLOW PROCESS FROM NODE 103.00 TO NODE 302.00 IS CODE = I >>>>>DESIGNATE INDEPE!'\1JE!\TT STREA...\1: FOR CONFLUENCE<<<<< >>>>>AND COMPUTE V ARlOUS CONFLUENCED STREAM V ALUES<<<<< I ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MlNlfrES) = 26.56 RAINFAlL INTENSITY (INCH.<HOUR) = 2.03 TOTAL STREAM AREA (ACRES) = 17.40 TOTAL STREA.\l RUNOFF(CFS) AT CONFLUENCE = 27.84 I -z.,"\. I I I I I I I I I I I I I I I I I I I 'AREA-E 100 YEAR UNDEVELOPED Pa~e 5 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCIIIHOUR) 1 138.5\ 33.94 L778 2 27.84 26.56 2.034 RAINFALL INTENSITY AND TIME OF CONCEJ\'TRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREA,\IS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 162.84 136.25 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 162.84 TIME(MINUTES) ~ 33.940 TOTALAREA(ACRES)~ 158.20 ............................................................................ FLOW PROCESS FROM NODE 302.00 TO NODE 301.00 IS CODE ~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTlME THRU SUBAREA<<<<< ~ - '1 ---------------------------------------------------------------------------- --------------------------------~--------------------------------------- UPSTREAM NODE ELEVATION ~ 1066.00 DOWNSTREAM NODE ELEVATION ~ 1029.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1300.00 CHANNEL BASE(FEET) ~ 15.00 "Z" FACTOR ~ 5.000 MANNINGS FACTOR ~ .030 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 162.84 FLOW VELOCITY(FEET/SEC) ~ 7.44 FLOW DEPTH(FEET) ~ 1.07 TRAVEL TIME(MIN) ~ 2.91 TC(MIN) ~ 36.85 ............................................................................ FLOWPROCESSFROMNODE 302.00TONODE 301.00 IS CODE = 8 ============================================================================ >>>>>ADDlTION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) = 1.699 SOIL CLASSIFICATION IS "DO UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7134 SUBAREA AREA(ACRES) = 28.50 SUBAREA RUNOFF(CFS) = 34.55 TOTALAREA(ACRES)~ 186.70 TOTALRUNOFF(CFS)~ 197.40 TC(MINJ = 36.85 ........................***......................***.*********************** FLOW PROCESS FROM NODE 301.00 TO NODE 300.00 IS CODE ~ 5 >>>>>COl\.fPlJI'E TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< t - 4 -----------------------------~--------------~-~----------------------------- ~--------------------------------------------------------------------------- UPSTREAM NODE ELEVATION = 1029.00 DOWNSTREAM NODE ELEVATION ~ 1020.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1600.00 CHANNEL BASE(FEET) ~ 200.00 "Z" FACTOR ~ 5.000 MA.'<l\1NGS FACTOR ~ .030 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 197.40 FLOWVELOCITY(FEET/SEC)= 2.17 FLOWDEPTH(FEET)~ .45 TRAVEL TIME(MIN.)~ 12.27 TC(MIN.)~ 49.12 **************************************************************************** FLOW PROCESS FROM NODE 301.00TONODE 300.00ISCODE~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ... t:- ,- S ------------------------------------------------~--------------------------- ---------------------------------------------------------------------------~ 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) = 1.451 SOIL CLASSIFlCA TION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .6890 SUBAREA AREA(ACRES) ~ 15.80 SUBAREA RUNOFF(CFS) ~ 15.80 TOTALAREA(ACRES)~ 202.50 TOTAL RUNOFF(CFS) = 213.19 TC(MIN) ~ 49.12 / c-) 1.1& I I I I I I I I I I I I I I I I I I I AREA-E 100 YEAR UNDEVELOPED . Page 6 ............................................................................ FLOW PROCESS FROM NODE 30LOO TO NODE 300.00 IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ======~=================================================================== CONFLUENCE VALUES USED FOR INDEPENDENT STREA.\I 1 ARE: TIME OF CONCENTRATION(MINUTES)~ 49.12 RAINFALL lNTENSITY (lNCH.1II0UR) ~ IAl TOTAL STREAM AREA (ACRES) ~ 202.l0 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 213.19 ............................................................................ FLOW PROCESS FROM NODE 104.10 TO NODE 104.20 IS CODE ~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ===--~-====================================================--================= AI)-,~') ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K'[(LENGTH"3)/(ELEV ATION CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH ~ l20.00 UPSTREAMELEVATION~ 17l0.00 DOWNSTREAM ELEV ATlON ~ IlOO.OO ELEVATION DIFFERENCE ~ 2l0.00 TC ~ .937'(( l20,00"3)1( 2l0.00)]".2 ~ 13.242 100.00 YEAR RAINFALL lNTENSITY(lNCHlHOUR) ~ 2.982 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7833 SUBAREA RUNOFF(CFS) ~ 7.8l TOTALAREA(ACRES)~ 336 TOTALRUNOFF(CFS)~ 7.8l ............................................................................ FLOWPROCESSFROMNODE 104.20 TO NODE 104.30ISCODE~ l >>>>>COMPlJIE TRAPEZOlDAL-CHANl'<'EL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ---------------------------~~----------------------------------------------- --------------------~----------------------~-------------------------- A-f) - I"':" ~ UPSTREAM NODE ELEV ATION ~ IlOO.OO DOWNSTREAM NODE ELEVATION ~ 1400.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 380.00 CHANNELBASE(FEET)~ 10.00 "Z"FACTOR~ l.OOO MANNlNGS FACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ l.OO CHANNEL FLOW THRU SUBAREA(CFS) ~ 7.8l FLOW VELOCITY(FEETISEC) ~ l.37 FLOW DEPTH(FEET) ~ .14 TRAVEL T1ME(MlN.)~ Ll8 TC(MIN.)~ 14.42 ........................*.............................*.....*..**.....*..... FLOW PROCESS FROM NODE 104.20 TO NODE 104.30 IS CODE ~ 8 >>>>>ADDmON OF SUBAREA TO MAINUNE PEAK FLOW<<<<< 100.00 YEAR RAINFALL lNTENSITY(lNCHlHOUR) ~ 2.846 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7784 SUBAREAAREA(ACRES)~ 4.68 SUBAREARUNOFF(CFS)~ 10.37 TOTALAREA(ACRES)~ 8.04 TOTALRUNOFF(CFS)~ 18.22 TC(MIN)~ 14.42 ............................................................................ FLOW PROCESS FROM NODE 104.30 TO NODE 10450 IS CODE ~ l >>>>>CO?viPU1E TRAPEZOIDAL-CHANI\TEL FWW<<<<< >>>>>TRA VELTIME THRU SlJBAREA<<<<< A tl"' 'S" k~.,,:;<; ;=;===================;===================================================== UPSTREAM NODE ELEVATION ~ 1400.00 DOWNSTREAM NODE ELEV ATION ~ 1300.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 430.00 CHANNELBASE(FEET)~ Il.OO "Z"FACTOR~ l.OOO MANNlNGS FACTOR ~ .Q40 MAXIMUM DEPTH(FEET) ~ l.OO CHANNEL FLOW THRU SUBAREA(CFS) ~ 18.22 t;,o... I I I I I I I I I I I I I I I I I I I AREA-E 100 YEAR UNDEVELOPED Page 7 FLOW VELOCITY(FEETISEC)" 5.27 FLOW DEPTH(FEET)" .21 TRAVELTIME(MIN.)" L36 TC(M1N.)" 15.78 .....-................,..................................................... FLOW PROCESS FROM NODE 104.30 TO NODE 104.50 IS CODE" 8 >>>>>ADDITION OF SUBAREA TO MAThofLINE PEAK FLOW<<<<< 100.00 YEAR RAlNFALLINTENSITY(INCWHOUR)" 2.708 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT" .7731 SUBAREAAREA(ACRES)" 4.76 SUBAREARUNOFF(CFS)" 9.97 TOTALAREA(ACRES)" 12.80 TOTALRUNOFF(CFS)" 28.18 TC(MIN)" 15.78 ............................................................................ FLOW PROCESS FROM NODE 104.50 TO NODE 104.60 IS CODE" 5 >>>>>COMPUTE TRAPEZOIDAhCHANNEL FLOW<<<<< >>>>>TRAVELTlME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION" 1300.00 DOWNSTREAM NODE ELEVATION" 1260.00 CHA.'lNEL LENGTH THRU SUBAREA(FEET)" 400.00 CHANNEL BASE(FEET)" 15.00 "Z" FACTOR" 5.000 MANNINGS FACTOR".Q40 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNELFLOWTHRUSUBAREA{CFS)" 28.18 FLOWVELOCITY(FEETISEC)" 5.10 FLOWDEPTH(FEET)" .33 TRAVEL TlME(MlN.)" L3I TC(MIN.)" 17.09 *,."....................................................................... FLOW PROCESS FROM NODE I04.50TONODE 104.60 IS CODE" 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< AI)-I ~S- t>,1)-ISS ----------------~----------------------------------------------------------- ---------------------------------------------------------------------------- At). IS'! 100.00 YEAR RAINFALL lNTENSITY(INCWHOUR)" 2592 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT". 7683 SUBAREA AREA(ACRES)" 3.63 SUBAREA RUNOFF(CFS)" 7.23 TOTALAREA(ACRES)" 1M3 TOTALRUNOFF(CFS)" 35.41 TC(ML"l)" 17.09 .................................................................**.....*... FLOWPROCESSFROMNODE 104.60 TO NODE 104.70ISCODE~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ~==~=~~==~==~======~=============~==~==========~=========~==~==============~ E.- I! UPSTREAM NODE ELEVATION" 1260.00 DOWNSTREAM NODE ELEVATION" 1160.00 CHANNEL LENGTH THRU SUBAREA(FEET)" 850.00 CHANNELBASE(FEET)" 15.00 "Z" FACTOR" 5.000 MANNINGS FACTOR" .040 MAXIMUM DEPTH(FEET)" 5.00 CHANNEL FLOW THRU SUBAREA(CFS) " 35.41 FLOW VELOCITY(FEET/SEc)" 5.66 FLOW DEPTH(FEET)" .37 TRAVEL TlME(MIK)" 2.50 TC{MlN)" 19.59 ............................................................................ FLOWPROCESSFROMNODE 104.60TONODE 104.70 IS CODE" 8 >>>>>ADDITION OF SUBAREA TO MAINLII\'E PEAK FLOW<<<<< =======================~==================================================== ("-15 100.00 YEAR RAINFALL lNTENSITY(INCWHOUR)" 2.405 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT" .7596 SUBAREA AREA(ACRES)" 5.50 SUBAREA RUNOFF(CFS)" 10.05 TOTALAREA(ACRES)" 21.93 TOTALRUNOFF(CFS)" 45.46 TC{MIN)" 1959 ?O I I I I I I I I I I I I I I I I I I I AREA-E 100 YEAR UNDEVELOPED IPa~e 8 -,.,........................................................................ FLOW PROCESS FROM NODE 104.70 TO NODE 105.00 IS CODE ~ 5 >>>>>C01IPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTlME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION ~ 1160.00 DOWNSTREAM NODE ELEV ATION ~ 1065.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1100.00 CHANNELBASE(FEET)~ 15.00 "Z"FACTOR~ 4.000 MANNINGS FACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 45.46 FLOW VELOCITY(FEETISEC) ~ 6.03 FLOW DEPTH(FEET) ~ .45 TRAVEL TIME(MIN.) ~ 3.04 TC(MIN.) ~ 22.63 ............................................................................ FLOW PROCESS FROM NODE 104.70TONODE 105.00ISCODE~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2.221 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7500 SUBAREA AREA(ACRES) = BAO SUBAREA RUNOFF(CFS)' 22.32 TOTAL AREA(ACRES) ~ 35.33 TOTAL RUNOFF(CFS) ~ 67.79 TC(MIN) ~ 22.63 ............................................................................ FLOW PROCESS FROM NODE 105.00 TO NODE 303.00 IS CODE ~ 5 >>>>>COMPlJIE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION ~ 1065.00 DOWNSTREAM NODE ELEVATION =" 1025.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1200.00 CIlA,'lNEL BASE(FEET) ~ 15.00 "Z" FACTOR ~ 5.000 MANNINGS FACTOR ~ .030 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW TlIRU SUBAREA(CFS) ~ 67.79 FLOW VELOCITY(FEETISEC) ~ 5.77 FLOW DEPTH(FEET) ~ .64 TRAVEL TIME(MIN.) ~ 3.47 TC(MIN.) ~ 26.10 ............................................................................ FLOWPROCESSFROMNODE 105.00 TO NODE 303.00ISCODE~ 8 >>>>>ADDITION OF SUBAREA TO :M.t>JNLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2.054 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7399 SUBAREAAREA(ACRES)~ 1330 SUBAREARUNOFF(CFS)~ 20.21 TOTALAREA(ACRES)~ 48.63 TOTALRUNOFF(CFS)~ 88.00 TC(MIN) ~ 26.10 ***************.*****..*.*.******************..........*.........*...*...... FLOW PROCESS FROM NODE 303.00 TO NODE 304.00 IS CODE ~ 5 >>>>>COf'.APUfE TRAPEZOIDAIAHANNEL FLDW<<<<< >>>>>TRA VELTlME THRU SUBAREA<<<<< J; -I"L E -,I E -/ / ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UPSTREAM NODE ELEV ATION ~ 1025.00 DOWNSTREAM NODE ELEVATION ~ 1022.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1200.00 CHA,'mEL BASE(FEET) ~ 100.00 "Z" FACTOR ~ 5.000 MANNINGS F ACTOR ~ .030 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 88.00 FLOW VELOCITY(FEET/SEC) ~ 1.63 FLOW DEPTH(FEET) ~ .53 TRAVEL TlME(MIN.)~ 12.30 TC(MIN.)~ 38.40 ~\ I I I I I I I 1 I I I I I 1 I I I 1- 1 'AREA-E 100 YEAR UNDEVELOPED Pa~e 9 *****.**..**................................................................ FLOW PROCESS FROM NODE 303.00 TO NODE 304.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FWW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 1.661 SOIL CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .5520 SUBAREAAREA(ACRES)~ 17.50 SUBAREARUNOFF(CFS)~ 16.05 TOTALAREA(ACRES)~ 66.ll TOTALRUNOFF(CFS)~ 104.05 TC(MIN) ~ 38.40 ............................................................................ FLOW PROCESS FROM NODE 304.00 TO NODE 300.00 IS CODE ~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEV ATION ~ 1022.00 DOWNSTREAM NODE ELEVATION ~ 1020.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ llOO.OO CHANNELBASE(FEET)~ 100.00 "Z" FACTOR~ 5.000 MANNlNGS FACTOR ~ .030 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 104.05 FLOW VELOCITY(FEETfSEC) ~ 1.47 FLOW DEPTH(FEET) ~ .68 TRAVEL TIME(MIN.)~ 14.72 TC(MIN.)~ 53.12 ............................................................................ FLOW PROCESS FROM NODE 304.00 TO NODE 300.00 IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM: V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDE!\'T STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) ~ 53.12 RAINFALL INTENSITY (INCHJHOUR) = L39 TOTAL STREAM AREA (ACRES) ~ 66.ll TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 104.05 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.)(INCH/HOUR) I 2ll.19 49.12 1.451 2 104.05 53.12 L390 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAM$. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 309.4 I 308.27 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS)~ 309.41 TIME(MINUTES)~ 49.125 TOTAL AREA(ACRES) ~ 268.63 END OF RATIONAL METHOD ANALYSIS ~1/ I I I I I I I I I I I I I I I I I I '1 AREA F&G 100 YEAR UNDEVELOPED CONDITION ~~ I I I I I I I I I, I I I I I ,I I I I I AREA "F" AND AREA "G" Pa~e 1 RATIONAL METHOD HYDROLOGY COMPlJIER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Cop)Tight 1982,1986 Advanced Engineering Software [AES] Especially prqJ3red for: }..:"BSILOWERY ENGINEERS & PLANNERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> *U*******DESCRIPTION OF RESUL TS****."n:*n....*."n"...*.."***......,,....... "AREAFMTIAREAG 100 YEAR STORM " . FILE: FGDEV.RES " "HLC .. ....".."...........".....................................""......".......... USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED M!}.1MUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DEClMAL) TO USE FOR FRICTION SLOPE = .90 10.YEAR STORM JO.MINIJI'E INTENSITY(INCHlHOUR) = 2.360 10.YEAR STORM 60.MINlJIE INTENSITY(INCHlHOUR) = .880 100.YEAR STORM JO.M1NlJIE INTENSITY(INCHlHOUR) = 3.480 JOO.YEAR STORM 60.MINIJI'E INTENSITY(INCHlHOUR) = 1300 SLOPE OF 10.YEAR INTENSITY.DURATION CURVE = .5505732 SLOPE OF 100-YEAR INTENSITY.DURATION CURVE = .5495536 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 I.HOUR INTENSITY(INCHlHOUR) = 13000 SLOPE OF INTENSITY DURATION CURVE = ,5496 RCFC&WCD HYDROLOGY MANUAL "C".VALUES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Soth.\'are [AES] SERIAL No. 100971 VER. 3,3C RELEASE DATE: 2120/86 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ***.....**.........*********.***.*..*....*..............*.****.**.*****....* FLOW PROCESS FROM NODE 200.00 TO NODE 20LOO IS CODE = 2 F'- ( >>>>>RATIONAL I>IETHOD INITIAL SUBAREA ANALYSIS<<<<< ASSUMED L"ITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH FAIR COVER TC = K'[(LENGTH"3)I(ELEV ATION CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH = 700.00 UPSTREAM ELEVATION = 1100.00 DOWNSTREAM ELEVATION = 1030.00 ELEVATION DIFFERENCE = 70.00 TC = .709'(( 700.00"3)/( 70.00)]".2 = 15.450 100.00 YEAR R..vNFALL INTENSITY(INCHlHOUR) = 2.740 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7744 SUBAREA RUNOFF(CFS) = 9.93 TOTALAREA(ACRES)= 4.68 TOTALRUNOFF(CFS)= 9.93 .**................*...*.*****.*..............***.******.****.***.......*... FLOWPROCESSFROMNODE 20LOOTONODE 202.00ISCODE= 5 >>>>>COMPlITE TRAPEZOIDAL-CHANl\'EL FLOW<<<<< >>>>>TRAVEL TIME THRU SUBAREA<<<<< UPSTREAM NODE ELEV ATlON = 1030.00 ?;Iv I I I I I I I I I I I I I I I I I I I AREA "F" AND AREA "G" Pa2e 2 DOWNSTREAM NODE ELEV ATION ~ 1023.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1400.00 CHANNEL BASE(FEET) ~ 100.00 "Z" FACTOR ~ 5.000 MANNINGS F ACTOR ~ .035 MA'I1MUM DEPTH(FEET) ~ 1.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 9.93 FLOW VELOCITY(FEET/SEC) ~ .70 FLOW DEPTH(FEET) ~ .14 TRAVEL TIME(MlN.) ~ 33.28 TC(MlN.) ~ 48.73 *****************.*........********...****************...**................. FLOW PROCESS FROM NODE 201.00 TO NODE 202.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL lNTENSITY(lNCWHOUR) ~ 1.458 SOIL CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .5236 SUBAREAAREA(ACRES)~ 41.70 SUBAREARUNOFF(CFS)~ 31.83 TOTALAREA(ACRES)~ 4638 TOTALRUNOFF(CFS)~ 41.76 TC(MlN) ~ 48.73 .................................................**......................... FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE ~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL Y818<<<<< ASSUMED INITIAL SUBAREA Ul-.1FORM DEVELOPMENT IS: UNDEVELOPED WTIH GOOD COVER TC ~ K'[(LENGTH"3)I(ELEV ATION CHANGE)]U2 INITIAL SUBAREA FLOW-LENGTH = 1000.00 UPSTREAM ELEV ATlON ~ 1660.00 DOWNSTREAMELEVATION~ 1400.00 ELEV ATlON DIFFERENCE ~ 260.00 TC ~ .937'[( 1000.00"3)/( 260.00)J".2 ~ 19.450 100.00 YEAR RAINFALL lNTENSITY(lNCHlHOUR) ~ 2.414 SOILCLASSIFICATlON IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7601 SUBAREA RUNOFF(CFS) ~ 16.88 TOTALAREA(ACRES)~ 9.20 TOTALRUNOFF(CFS)~ 16.88 ..*.**....*.......*.**...................................................... FLOW PROCESS FROM NODE 301.00 TO NODE 302.00 ISCODE~ 5 >>>>>CO~.IPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1400.00 DOWNSTREAM NODE ELEV ATION ~ 1140.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1000.00 CHANNELBASE(FEET)~ 15.00 "Z"FACTOR~ 5.000 MANNlNGS FACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) = 16.88 FLOW VELOCITY(FEET/SEC) ~ 6.05 FLOW DEPTH(FEET) ~ .18 TRAVELTIME(MlN.)~ 2.76 TC(MlN.)~ 22.21 .**...............................***..*.***.*..******************.******.** FLOWPROCESSFROMNODE 301.00TONODE 302.00ISCODE~ 8 >>>>>ADDmON OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAlNFALLlNTENSITY(lNCH/HOUR) ~ 2.245 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7513 SUBAREA AREA(ACRES) ~ 32.00 SUBAREA RUNOFF(CFS) ~ 53.97 TOTALAREA(ACRES)~ 41.20 TOTALRUNOFF(CFS)~ 70.85 TC(MlN) ~ 22.21 *.******.******.*.***..**..*.**....*........................................ FLOW PROCESS FROM NODE 302.00 TO NODE 303.00 IS CODE ~ 5 >>>>>COMPlITE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTlME THRU SUBAREA<<<<< F-Z- ~!ifL G- - ; G- - "Z- OFr- ,17.e rlYO/lOCc5 'j ~l? ~========~============================--===================================== ~ UPSTREAM NODE ELEV ATION ~ 1I40.00 I I, I I I I I I I I I I I I I I I I I )\REA "F" AND AREA "G" Pa~e 3 DOWNSTREAM NODE ELEVATION ~ 1035.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 2000.00 CHANNEL BASE(FEET) ~ 20.00 "Z" F ACTOR ~ 5.000 MANNINGS FACTOR ~.Q40 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 70.85 FLOW VELOCITY(FEET/SEC) ~ 5.48 FLOW DEPTH(FEET) ~ 57 TRAVEL TIME(MIN.)~ 6.08 TC(MIN.)~ 28.29 ***.**....***.****.......................................................... FLOW PROCESS FROM NODE 302.00 TO NODE 303.00 IS CODE ~ 8 >>>>>ADDmON OF SUBAREA TO MMNLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- G--3 100.00 YEAR RAINFALL lNTENSITY(rNCH/HOUR) ~ 1.965 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7340 SUBAREA AREA(ACRES) ~ 52.00 SUBAREA RUNOFF(CFS) ~ 75.00 TOTALAREA(ACRES)~ 93.20 TOTALRUNOFF(CFS)" 145.85 TC(MIN) ~ 28.29 END OF RATIONAL METHOD ANALYSIS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ~ I I I I I I I I I I I I I I I I I I I AREA "GH OFF-SITE HYDROLOGY MAP ii ',I II :1 :i " :' .. . : .' .' I":': ~, '~. !,o_ ., d1.... 8:.~-- .... .". , .- - SCALE 1"=1000' }\ I o lI=L* ~'J: ,- z .,> i I I I ~@ 1"0 ~ 11- ~ , ~ I g IJl n I )> r ~ '" o _ II@ '" .l> 8 I ~ I ~ ? . @ I B I - ~ r ~ I - '< I .. ~ ~ ~ I ~, ~, ~~ 0' ~o 00 o~ ~. ~ I I I I I I I I I I I I J I I I I I il SECTION 3 100 YEAR DEVELOPED CONDITION ~ I I I I I I I I I I I I I I I I I II I AREA "A & B" 100 YEAR DEVELOPED CONDITION ~o I I I I I I I I I I I I I I I I I I I AREA A & B 100 YEAR DEVLOPED Page 1 RATIONAL METHOD HYDROLOGY COMPlJIER PROGRAM BASED ON RIVERSIDE cOUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY ~t<\NUAL <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyright 1982,1986 Advanced EngineeringSoflware [AES] Especially prepared for: NBS/LOWERY ENGINEERS & PLAJ\'J>.'ERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ......""""DESCRIPTION OF RESUL TS*******************'************************ '100YEARSTORMAREAA&B ' * JULY 17, 1996 FlLE:AREA.AB PRINT AREA-AB.RES " * PREPARED BY: HLC * *,******,*************".",*,**",,-*****************""""""""""" USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SlZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRlCTION SLOPE = .90 IO.YEAR STORM 10.MINlJIE INTENSITY(INCHIHOUR) = 2.360 IO.YEAR STORM 60.MINlJIE INTENSITY(INCHIHOUR) = .880 100.YEAR STORM IO.MINlJIE INTENSITY(INCWHOUR) = 3.480 100.YEAR STORM 60.MINIITE INTENSITY(INCWHOUR) = L300 SLOPE OF IO.YEAR INTENSITY.DURATION CURVE = .5505732 SLOPE OF 100.YEAR INTENSITY.DURATION CURVE = .5495536 COMPlJIED RAlNF ALL INTENSITY DATA: STORM EVEJ'..'T = 100.00 I.HOUR INTENSITY(INCHlHOUR) = L3000 SLOPE OF INTENSITY DURATION CURVE = .5496 RCFC&WCD HYDROLOGY MANUAL "C".VALUES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [AES] SERIAL No. 100971 VER 3.3C RELEASE DATE: 2/20/86 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> **************************************************************************** FLOW PROCESS FROM NODE 15.10TONODE 15.00 IS CODE = 2 >>>>>RATIONAL 1IETHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED INITIAL SUBAREA Ul\~FORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC = K*[(LENGTH**3)/(ELEVATION CHA..1\JGE)]**.2 INITIAL SUBAREA FLOW.LENGTH = 650.00 UPSTREAM ELEV ATlON = 1430.00 DOWNSTREAM ELEVATION = 1189.00 ELEVATIONDlFFERENCE= 241.00 TC = .937*[( 650.00**3)/( 241.00))**.2 = 15.250 100.00 YEAR RATh'FALL INTENSITY(INCHIHOUR) = 2.760 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7752 SUBAREA RUNOFF(CFS) = 11.55 TOTALAREA(ACRES)= 5.40 TOTALRUNOFF(CFS)= 11.55 **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.20 IS CODE = 4 >>>>>CO!\1PtITE PIPEFLOW TRA VELTIt\1E THRU SUBAREA<<<<< 1:>4."'- I I I I I I I I I I I I I I I I I I I AREA A & B 100 YEAR DEVLOPED Page 2 >>>>>USING USER-SPECIFIED PIPESIZE<<<<< DEPTH OF FLOW IN 18.0 INCH PIPE IS 5.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 27.4 UPSTREAM NODE ELEVATION = 1289.00 DOWNSTREAM NODE ELEVATION = 1I46.00 FLOWLENGTH(FEET) = 350.00 MANNlNGS N = .013 GIVEN PIPE DIAMETER(INCH) = 18.00 Nill.ffiER OFPIPES = PIPEFLOW THRU SUBAREA(CFS) = 11.55 TRAVEL TIME(MIN.) = .21 TC(MIN.)= 15.46 **********************************....***.......********************.*.***** FLOW PROCESS FROM NODE 15.20 TO NODE 1530 IS CODE = 6 >>>>>cor...fPlITE STREETFLOW TRA VELTHvffi THRU SUBAREA<<<<< UPSTREAM ELEVATION = 1I4550 DOWNSTREAM ELEVATION = 1I44.60 STREET LENGTH(FEET) = 540.00 CURB HEIGTH(INCHES) = 8. STREET HALFWIDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 16.00 INTERIOR STREET CROSSF ALL(DEClMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 "TRAVELTIME COMPlJIED USING MEAN FLOW(CFS) = 23.73 STREETFLOW MODEL RESULTS, NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGUBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOWDEPTH(FEET) = .69 HALFSTREET FLOODWlDTH(FEET) = 2650 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.65 PRODUCT OF DEPTH&VELOCITY = LI3 STREETFLOWTRAVELTIME(MIN)= 5.47 TC{MIN)= 20.93 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) = 2319 SOIL CLASSIFlCATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8720 SUBAREA AREA(ACRES) = 12.00 SUBAREA RUNOFF(CFS) = 24.26 SUMMED AREA(ACRES) = 17.40 TOTAL RUNOFF(CFS) = 35.82 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .77 HALFSTREET FLOODWlDTH(FEET) = 3050 FLOW VELOCITY(FEET/SEC.) = 1.89 DEPTH'VELOCITY = 1.45 .*.************.*************************..*.***********..**********......** FLOWPROCESSFROMNODE I530TONODE 15.30 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE V ALVES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATlON(MINUTES) = 20.93 RAINFALL INTENSITY (INCH./HOUR) = 232 TOTAL STREA.\l AREA (ACRES) = 17.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 35.82 ......*************..*****.**.********************.....*********.****.****** FLOW PROCESS FROM NODE 12.10 TO NODE 12.00 IS CODE = 2 >>>>>RATIONAL t-.1ETHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC = K*[(LENGTH**3)/(ELEVATION CHA'JGE)]".2 INITIAL SUBAREA FLOW.LENGTH = 250.00 UPSTREM1 ELEVATION'"' 1680.00 DOWNSTREAM ELEVATION = 1480.00 ELEV ATlON DIFFERENCE = 200.00 TC = .937'[( 250.00"3)/( 200.00)]".2 = 8.922 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) = 3.705 l>v.'V I I I I I I I I I I I I I I I I I I I AREA A & B 100 YEAR DEVLOPED Page 3 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .8036 SUBAREA RUNOFF(CFS) = 9.53 TOTAL AREA(ACRES) = 3.20 TOTAL RUNOFF(CFS) = 9.53 ....**....,.,-**-*._---*_._._.."...."..................................... FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 5 >>>>>COIvfPUTE TRAPEZOIDAIA:HANNEL FLQW<<<<< >>>>>TRAVELTI11E THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1480.00 DOWNSTREA."I NODE ELEV AnON = 1300.00 CHANh'EL LENGTH THRU SUBAREA(FEET) = 280.00 CHANNEL BASE(FEET) = 30.00 "l" FACTOR = 5.000 MANNlNGS FACTOR = .035 MAXIMUM DEPTH(FEET) = 2.00 CHANNEL FLOW THRU SUBAREA(CFS) = 9.53 FLOW VELOCITY(FEET/SEC) = 6.72 FLOW DEPTH(FEET) = .05 TRAVEL TIME(MIN.) = .69 TC(MIN.) = 9.62 ...........,..'*'..........'**.--................'******................._*. FLOWPROCESSFROMNODE 12.00TONODE 13.00 IS CODE = 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(lNCH/HOUR) = 3.556 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .8000 SUBAREAAREA(ACRES)= 5.00 SUBAREARUNOFF(CFS)= 14.22 TOTALAREA(ACRES)= 8.20 TOTALRUNOFF(CFS)= 23.75 TC(MIN) = 9.62 ***.............".....,........--......,.,....--........................,.. FLOWPROCESSFROMNODE 13.00 TO NODE 14.00 IS CODE = 5 >>>>>COMPUTE TRAPEZOlDAL-CHA.~L FLOW<<<<< >>>>>TRAVELTIl\fE THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1300.00 DOWNSTREAM NODE ELEVATION = 1210.00 CHA."<NEL LENGTH THRU SUBAREA(FEET) = 200.00 CHANNEL BASE(FEET) = 20.00 "l" FACTOR = 4.000 MANNlNGS FACTOR = .035 MAXIMUM DEPTH(FEET) = 2.00 CHANh'EL FLOW THRU SUBAREA(CFS) = 23.75 FLOW VELOCITY(FEET/SEC) = 8.21 FLOW DEPTH(FEET) = .14 TRAVEL TIME(MIN.)= Al TC(MIN.) = 10.02 ....s*.._,............,_______..............__...___,........*..*..*~...**. FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 8 >>>>>ADOITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ==============================~=========================================== 100.00 YEAR RAINFALL lNTENSITY(lNCH/HOUR) = 3.476 SOIL CLASSIFlCATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7980 SUBAREA AREA(ACRES) = 3.40 SUBAREA RUNOFF(CFS) = 9A3 TOTALAREA(ACRES)= 11.60 TOTALRUNOFF(CFS)= 33.18 TC(M1N) = 10.02 ********.......*******.**..**.........*************...********************** FLOW PROCESS FROM NODE 14.00 TO NODE 1530 IS CODE = 3 >>>>>COt\IPlJIE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPlITER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 293 UPSTREAM NODE ELEV ATlON = 1220.00 DOWNSTREA.\1 NODE ELEVATION = 1169.00 FLOWLENGTH(FEET) = 220.00 MANNlNGS N = .013 t..,'b I I I I I I I I I I I I I I I I I I I ftAr."ft-ft-"'.D ..lVV I~^.n.UEi~LvrL<V Page 4 ESTIMATED PIPE DlAMETER(INCH) ~ 18.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 33.18 TRAVEL TlME(MlN.)~ .13 TC(MlN.)~ 10.15 *************.........***...************************..*.*********.*********. FLOW PROCESS FROM NODE 14.00 TO NODE 15.30 IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAlvl 2 ARE, TIME OF CONCENTRATION(MlNlJIES) ~ 10.15 RAINFALL INTENSITY (INCHJHOUR) ~ 3.45 TOTAL STREAM AREA (ACRES) ~ 11.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 33.18 CONFLUENCE INFOR.\,!ATION, STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MlN.)(INCHlHOUR) 1 35.82 20.93 2.319 2 33.18 10.15 3.452 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS, 58.10 50.54 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS, RUNOFF(CFS) ~ 58.10 TIME(MlNUTES) ~ 20.933 TOTALAREA(ACRES)~ 29.00 ..****........*****..**..*...********.**..****...........****...************ FLOW PROCESS FROM NODE 15.30 TO NODE 15.40 IS CODE ~ 4 >>>>>COMPUTE PIPEFLOW TRA VELTI?\.1E THRU SUBAREA<<<<< >>>>>USING USER.sPECIFIED PIPESlZE<<<<< DEPTH OF FLOW IN 48.0 INCH PIPE IS 18.3INCHES PIPEFLOW VELOCITY(FEETISEC.) ~ l3.2 UPSTREA.1;1NODEELEVATION~ Il45.00 DOWNSTREAM NODE ELEVATION ~ Il33.60 FLOWLENGTH(FEET) ~ 600.00 MANNJNGS N ~ .013 GIVEN PIPE DIAMETER(INCH) ~ 48.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 58.10 TRAVEL TlME(MlN.)~ .76 TC(MIN.)~ 21.69 ***..........****...*****.......**.**..******....*****..***.*.*..********... FLOWPROCESSFROMNODE 15.30TONODE 15.40ISCODE~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 2.274 SOIL CLASSIFICATION IS "B" UNDEVELOPED \VA TERSHED RUNOFF COEFFICIENT ~ .6 161 SUBAREAAREA(ACRES)~ 7.40 SUBAREARUNOFF(CFS)~ 10.37 TOTAL AREA(ACRES) ~ 36.40 TOTAL RUNOFF(CFS) ~ 6847 TC(MlN) ~ 21.69 ...*...........********..............................*.....*******.********* FLOW PROCESS FROM NODE 15.30 TO NODE 15.40 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREA\1 1 ARE: TIME OF CONCENTRATION(MlNUTES) ~ 21.69 RAINFALL INTENSITY (INCHJHOUR) ~ 2.27 TOTAL STREAM AREA (ACRES) ~ 36.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 68.47 ********************.********************.*.*...*..*.*.*..**....************ ~ I I I I I I I I I I I I I I I I I I I I AREAA& B 100 YEAR DEVLOPED .Page 5 FLOWPROCESSFROMNODE 22.10TONODE 22.00 IS CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ============================================================================ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K'[(LENGTH"3)1(ELEV ATION CHANGE)J".2 INITIAL SUBAREA FLOW.LENGTH ~ 750.00 UPSTREAM ELEVATION ~ 1600.00 DOWNSTREAM: ELEVATION = 1300.00 ELEVATION DIFFERENCE ~ 300.00 TC ~ .937'[( 750.00"3)1( 300.00)]".2 ~ 15.905 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 2.697 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7727 SUBAREA RUNOFF(CFS) ~ 6.88 TOTALAREA(ACRES)~ 3.30 TOTALRUNOFF(CFS)~ 6.88 *****************************************,...******************************* FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE ~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UPSTREAM NODE ELEV ATION ~ 1300.00 DOWNSTREAM NODE ELEVATION ~ 1200.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 600.00 CHANNEL BASE(FEET) ~ 20.00 "ZOO FACTOR ~ 5.000 MANNINGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 6.88 FLOW VELOCITY(FEET/SEC) ~ 3.44 FLOW DEPTH(FEET) ~ .10 TRAVEL TIME(MIN.)~ 2.91 TC(MIN.)~ 18.82 ***********************************.**************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE ~ 8 >>>>>ADDlTION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2.459 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7622 SUBAREAAREA(ACRES)~ 8.30 SUBAREARUNOFF(CFS)~ 15.56 TOTALAREA(ACRES)~ 11.60 TOTALRUNOFF(CFS)~ 22.43 TC(MIN) ~ 18.82 ............................................................................ FLOW PROCESS FROM NODE 23.00 TO NODE 15.40 IS CODE ~ 4 >>>>>COMPUTE PIPEFLOW TRA VELTI?vfE THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< ------------------------~-~------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 42.0 INCH PIPE IS 6.6 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 23.0 UPSTREAM NODE ELEV ATION ~ 1200.00 DOWNSTREAM NODE ELEV ATION ~ 1133.70 FLOWLENGTH(FEET) ~ 350.00 MANNINGS N ~ .013 GIVEN PIPE DIAMETER(INCH) ~ 42.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 22.43 TRAVEL TIME(MIN.) ~ .25 TC(MIN.) ~ 19.07 ...........................................................***.............. FLOWPROCESSFROMNODE 23.00TONODE 15.40ISCODE~ I >>>>>DESIGNA1E INDEPENDENT STREAM: FOR C01\lrLUENCE<<<<< =======~================================================================== CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE, TIME OFCONCENTRATION(MrNlJIES) ~ 19.07 . RAINFALL INTENSITY (INCHJHOUR) ~ 2.44 TOTAL STREAM AREA (ACRES) ~ 11.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 22.43 kS I I I I I I I I I I I I I I I I I I I ---:;\REA A & 11100 YEAR DEVLOPED . Page 6 ,......******************,........................................**...**... FLOWPROCESSFROMNODE 18.IOTONODE 18.00ISCODE~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< -------------------------------~-------------~------------------------------ ---------------------------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS, UNDEVELOPED WITH GOOD COVER TC = K*[(LENGTH**3)1(ELEV ATlON CHANGE))*'.2 INITIAL SUBAREA FLOW.LENGTH ~ 700.00 UPSTREAM ELEVATION ~ 1800.00 DOWNSTREA,\l ELEVATION ~ 1490.00 ELEVATIONDIFFERENCE~ 310.00 TC ~ .937'[( 700.00"3Y( 31O.00)J".2 ~ 15.160 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 2.769 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7755 SUBAREARUNOFF(CFS) ~ 16.75 TOTAL AREA(ACRES) ~ 7.80 TOTALRUNOFF(CFS) ~ 16.75 .....***.***.................**........**,.**.........***........*.....***** FLOWPROCESSFROMNODE 18.00TONODE 19.00ISCODE~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< ---------------------------------------------------------------------------- -----------------------------------------------~---------------------------- UPSTREAM NODE ELEVATION ~ 1490.00 DOWNSTREAMNODEELEVATION~ 1400.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 250.00 CHANNEL BASE(FEET) ~ 10.00 "Z" FACTOR ~ 4.000 MANNlNGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 2.00 CHANNEL FLOWTHRU SUBAREA(CFS) ~ 16.75 FLOW VELOCITY(FEETISEC) ~ 7.63 FLOW DEPTH(FEET) ~ .20 TRAVEL TL\1E(M1N.)~ .55 TC(M1N.)~ 15.71 **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< --------------~---------------------------------~-~---------------~~-------- ------~~------------------------------------~----------------~-------------- 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 2.715 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7734 SUBAREA AREA(ACRES) ~ 4.00 SUBAREA RUNOFF(CFS) ~ 8.40 TOTALAREA(ACRES)~ 11.80 TOTALRUNOFF(CFS)~ 25.15 TC(MIN) ~ 15.71 ******************************.********************************************* FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE ~ 5 >>>>>COMPlJIE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VEL TIrvIE THRU SUBAREA<<<<< ============================================================================ UPSTREA,\I NODE ELEVATION ~ 1400.00 DOWNSTREAM NODE ELEV ATlON ~ 1300.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 350.00 CHANNEL BASE(FEET) ~ 10.00 "Z" FACTOR ~ 5.000 MANNINGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 2.00 CHANNEL FLOWTHRU SUBAREA(CFS) ~ 25.15 FLOW VELOCITY(FEETISEC) ~ 836 FLOW DEPTH(FEET) ~ .27 TRAVEL TIME(MIN.)~ .70 TC(MIN.)~ 16.40 ***.*.**..***.**............***.....*................*******.*..******..**.. FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE = 8 >>>>>ADDITION OF SUBAREA TO MAINUNE PEAK FLOW<<<<< =====================================================--====================== . 100.00 'YEAR RAINFALL INfENSITY(INCHlHOUR) = 2.651 SOIL CLASSIFICATION IS "D" lil'<'DEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7708 SUBAREA AREA(ACRES) ~ 430 SUBAREA RUNOFF(CFS) ~ 8.79 J;.fo I I I I I I I I I I I I I II I I I I I AREA A & B 100 YEAR DEVLOPED Page 7 TOTALAREA(ACRES)~ 16.10 TOTALRUNOFF(CFS)~ 33.93 TC(M1N) ~ 16AO **************************************************************************** FLOWPROCESSFROMNODE 20.00TONODE 2LOOISCODE~ 5 >>>>>COrviPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRi\VELTHvlE THRU SUBAREA<<<<< ~=========================================================================== UPSTREAM NODE ELEVATION ~ 1300.00 DOWNSTREAM NODE ELEVATION ~ 1210.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 700.00 CHANNEL BASE(FEET) ~ 10.00 "Z" FACTOR ~ 4.000 MANNlNGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 4.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 33.93 FLOW VELOCITY(FEETISEC) ~ 7.51 FLOW DEPTH(FEET) ~ .39 TRAVEL TIME(MIN.) ~ US TC(MIN.) ~ l7.96 ...*******************......***........*......**....................*.....** FLOWPROCESSFROMNODE 20.00TONODE 2LOOISCODE~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100.00 YEAR RAlNF ALL lNTENSITY(INCHlHOUR) ~ 2.523 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7652 SUBAREA AREA(ACRES) ~ 4.30 SUBAREA RUNOFF(CFS) ~ 8.30 TOTALAREA(ACRES)~ 20AO TOTALRUNOFF(CFS)~ 42.23 TC(M1N) ~ 17.96 ***...*..****.......*..*....***..***........****....*..................***** FLOWPROCESSFROMNODE 2LOOTONODE 15AOISCODE~ 4 >>>>>CO~1PUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< ---------~----------~~------------------~----------------------------------- ----------------------------------------------~----------------------------- DEPTH OF FLOW IN 42.0 INCH PIPE IS 9.6 INCHES PIPEFLOW VELOCITY(FEETISEC) ~ 25.6 UPSTREAMNODEELEVATION~ 1210.00 DOWNSTREM1NODEELEVATION= 1141.90 FLOWLENGTH(FEET) ~ 450.00 MANNlNGS N ~ .013 GIVEN PIPE DIAMETER(INCH) ~ 42.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 42.23 TRAVEL TIME(MIN.)~ .29 TC(M1N.)~ 18.25 *******.*...*..*****..***************..***********************..*******...*. FLOWPROCESSFROMNODE 2LOOTONODE I5AOISCODE~ I >>>>>DESIGNATE I}.'DEPENDENT STREAM FOR CONFLUENCE<<<<< -------------------------~-----------------------------~-------------------- ---------------------------------------------------~-----------~------------ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE, TIME OF CONCENTRATION(MlNUTES) = 18.25 RAlNF ALL INTENSITY (INCHJHOUR) ~ 250 TOTAL STREAM AREA (ACRES) ~ 20.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 42.23 *******...***.*******.*********.**********.....******.*********.************ FLOW PROCESS FROM NODE 28.10 TO NODE 28.00 IS CODE ~ 2 >>>>>RATIONAL l\.ffiTHOD INITIAL SUBAREA ANAL YSIS<<<<< ============================================================================ ASSU~IED I!'.1TIAL SUBAREA UNIFORM DEVELOPMENT IS, UNDEVELOPED WITH GOOD COVER TC ~ K'[(LENGTH"3Y(ELEVATlON CHANGE)]".2 lNITlAL SUBAREA FLOW.LENGTH ~ 1000.00 UPSTREAM ELEV ATION ~ 1739.50 DOWNSTREM1 ELEVATION = 1580.00 ELEVATION DIFFERENCE ~ 159.50 TC = .937.[( 1000.00**3)/( 159.50))**.2 = 21.447 100.00 YEAR RAII\'F ALL lNTENSITY(INCHlHOUR) ~ 2.288 t.,'1. I AREA A & B 100 YEAR DEVLOPED Page 8 I I I I I I I I I I I I I I I I I I SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7536 SUBAREA RUNOFF(CFS) ~ 11.21 TOTALAREA(ACRES)~ 6.50 TOTALRUNOFF(CFS)~ 11.21 ..******************'*****************'**************************..*.******* FLOW PROCESS FROM NODE 28.00 TO NODE 21.00 IS CODE ~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< ============================================================================ UPSTREA'" NODE ELEVATION ~ 1580.00 DOWNSTREAMNODEELEVATION~ 1300.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1000.00 CHANNELBASE(FEET)~ 25.00 "Z"FACTOR~ 5.000 MANNINGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 11.21 FLOW VELOCITY(FEET/SEC) ~ 4.50 FLOW DEPTH(FEET) ~ .10 TRAVEL TL\lE(MlN.)~ 3.70 TC(MlN.)~ 25.15 ******...................................................................... FLOW PROCESS FROM NODE 28.00 TO NODE 27.00 IS CODE ~ 8 >>>>>ADDmON OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ==========================--================================================= 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 2.096 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7426 SUBAREAAREA(ACRES)~ 29.70 SUBAREARUNOFF(CFS)~ 46.23 TOTALAREA(ACRES)~ 36.20 TOTALRUNOFF(CFS)~ 57.44 TC(MlN)~ 25.15 .."..................................*..................................... FLOW PROCESS FROM NODE 27.00 TO NODE 35.00 IS CODE ~ 5 >>>>>COMPUTE TRAPEZOIDAlAHANNEL FLOW<<<<< >>>>>TRAVELTlME THRU SUBAREA<<<<< ----~----------------------------------------------------------------------- UPSTREAM NODE ELEVATION ~ 1300.00 DOWNSTREAM NODE ELEV ATlON ~ 1166.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1000.00 CHANNEL BASE(FEET) ~ 25.00 "Z" FACTOR ~ 4.000 MA1'INlNGS FACTOR ~ .035 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 51.44 FLOW VELOCITY(FEET/SEC) ~ 6.57 FLOW DEPTH(FEET) ~ .33 TRAVEL TlME(MlN.) ~ 2.54 TC(MlN.) ~ 27,68 ......*********........****.**************.******.***********.**.******.***. FLOW PROCESS FROM NODE 27.00 TO NODE 35.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100.00 YEAR RAINFALLINTENSITY(INCWHOUR) ~ 1.989 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7356 SUBAREAAREA(ACRES)~ 13.00 SUBAREARUNOFF(CFS)~ 19.02 TOTAL AREA(ACRES) ~ 49.20 TOTAL RUNOFF(CFS) ~ 76.46 TC(MlN) ~ 27.68 4~z- *****************.******.*.***********.******************.********........*. FLOW PROCESS FROM NODE 35.00 TO NODE 15.40 IS CODE ~ 1 >>>>>DESIGNATE INDEPENDENT STREAM: FOR CONFLUENCE<<<<< >>>>>AND COMPlJIE V ARlOUS CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 4 ARE, TIME OF CONCENTRATlON(MlNUTES) ~ 27.68 RAINFALL INTENSITY (INCHJHOUR) ~ 1.99 TOTAL STREA'" AREA (ACRES) ~ 49.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 76.46 * I I I I I I I I I I I I I I I I I I I AREA A & B 100 YEAR DEVLOPED Page 9 CONFLUENCE INFORMATION: STREAM RUNOFF TIME ll'<'TENSITY NUMBER (CFS) (MlN.)(INCHlHOUR) 1 2 3 4 68.47 22.43 42.23 76.46 21.69 19.07 18.25 27.68 2.274 2.441 2.500 1.989 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 4 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 187.69 176.51 171.71 188.21 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 188.21 TlME(MINUTES) ~ 27.685 TOTAL AREA(ACRES) ~ II 7.60 ...*****.*********.********..................*****....**.................... FLOW PROCESS FROM NODE 15.40TONODE 15.50ISCODE~ 4 >>>>>COMPUTE PIPEFWW TRAVELTIME THRU SUBAREA<<<<< >>>>>VSING USER-SPECIFIED PIPESIZE<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 48.0 INCH PIPE IS 263 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 26.6 UPSTREAM NODE ELEV ATION ~ II3350 DOWNSTREAM NODE ELEV ATlON ~ 1085.90 FLOWLENGTH(FEET) ~ 850.00 MANNINGS N ~ .0I3 GIVEN PIPE DlMffiTER(INCH) ~ 48.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 188.21 TRAVEL TIME(MlN.) ~ 53 TCCMlN.) ~ 28.22 ...............................**.**............................*........... FLOWPROCESSFROMNODE 15.40TONODE 15.50ISCODE~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< A - I ===--======================================================================== 1 ,. 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 1.968 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICffiNT ~ .8687 SUBAREAAREA(ACRES)" 12.60 SUBAREARUNOFF(CFS)~ 2L54 TOTALAREA(ACRES)~ I30.20 TOTALRUNOFF(CFS)~ 209.75 TCCMlN) ~ 28.22 .........******************************************......................... FLOW PROCESS FROM NODE 5.00 TO NODE 4.00 IS CODE ~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ASSUMED INITIAL SUBAREA Ul\1FORM DEVELOPMENT IS COW-ffiRCIAL TC = K"[(LENGTH"'*3)/(ELEV ATION CHANGE)]"".2 INITIAL SUBAREA FLOW-LENGTH ~ 900.00 UPSTREAM ELEVATION" 1093.00 DOWNSTREMI ELEVATION" 1085.00 ELEVATIONDIFFERENCE~ 8.00 TC = .303.[( 900.00..3)/( 8.00)]**.2 = 11.844 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 3.171 SOIL CLASSIFICATION IS "8" COMMERCIAL DEVELOPMENT RUNOFF COEFFICffiNT ~ .8776 SUBAREA RUNOFF(CFS) ~ 25.88 TOTALAREA(ACRES)~ 930 TOTALRUNOFF(CFS)~ 25.88 ********.*..****...........*..*****..**...*..............*.",,***.*.......... FLOW PROCESS FROM NODE 4.00 TO NODE 3.00 IS CODE = 6 . >>>>>COMPUTE STREETFLOW TRA VELTlME THRU SUBAREA<<<<< , f .- . 1-' , '.J- L i A./fL FLovJ s -r 0 ~ - .s- " A" UPSTREAM ELEVATION ~ 1085.00 DOWNSTREAM ELEVATION ~ 1082.00 STREET LENGTH(FEET) ~ 200.00 CURB HEIGTH(INCHES) ~ 8. ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ;.- :'1- '",,-- (): . RE4\1/..j(,,'1~I\I P{'\ I AREA A <<< H IUU YEAR DEVLOPED Page 10 STREET HALFWIDTH(FEET) ~ 38.00 I DlST ANCE FROM CROWN TO CROSSFALL GRADEBREAK ~ 19.00 rNTERIOR STREET CROSSFALL(DECIMAL) ~ .020 OUTSIDE STREET CROSSF ALL(DEClMAL) ~ .020 I SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF ~ 2 I "TRAVELTIME COMPlJIED USING MEAN FLOW(CFS) ~ 32.05 STREETFLOW MODEL RESULTS, STREET FLOWDEPTH(FEET) ~ 54 HALFSTREET FLOODWlDTH(FEET) ~ 19.30 AVERAGE FLOW VELOCITY(FEET/SEC.) ~ 4.10 PRODUCT OF DEPTH&VELOCITY ~ 2.23 STREETFLOWTRAVELTIME(MIN)~ .81 TC(MIN)~ 12.66 g-'t I 100.00 YEAR RAINFALL rNTENSITY(INCWHOUR) ~ 3.057 SOIL CLASSIFICATION IS "B" COIvlMERCIAL DEVELOPIvIENT RUNOFF COEFFICIENT ~ .8770 SUBAREA AREA(ACRES) ~ 4.60 SUBAREA RUNOFF(CFS) ~ 12.33 SUMMEDAREA(ACRES)~ 13.90 TOTALRUNOFF(CFS)~ 38.21 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) ~ .57 HALFSTREET FLOODWlDTH(FEET) ~ 20.48 FLOW VELOCITY(FEET/SEC.) ~ 4.36 DEPTH'VELOCITY ~ 2.47 I I .......**.......**.............**........................................... FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE ~ I I >>>>>DESIGNATE INDEPENDE~'T STREAM FOR CONFLUENCE<<<<< ---------------------------------------------------------------------------- -------------------------------------------------------------------------- I CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MINUTES) ~ 12.66 RAINFALL INTENSITY (INCHJHOUR) ~ 3.06 TOTALSTREAMAREA(ACRES)~ 13.90 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 38.21 I .............**..........................................***................ FLOW PROCESS FROM NODE 7.00 TO NODE 6.00 IS CODE = 2 I >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< 13-'- ============----====--==----=========---====-----========= I ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC ~ K'[(LENGTH"3)/(ELEVATION CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH ~ 400.00 UPSTREA.\,f ELEV ATION ~ 1102.00 DOWNSTREAM ELEVATION ~ 1096.00 ELEVATIONDIFFERENCE~ 6.00 TC ~ .303'[( 400.00''3)1( 6.00)J".2 ~ 7.712 100.00 YEAR RAINFALLrNTENSITY(INCWHOUR) ~ 4.014 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8814 SUBAREA RUNOFF(CFS) = 20.52 TOTALAREA(ACRES)= 5.80 TOTALRUNOFF(CFS)= 20.52 I I .........******************************************************************* I FLOW PROCESS FROM NODE 6.00 TO NODE 3.00 IS CODE ~ 6 >>>>>COMPUTE STREETFLOW TRA VELnME THRU SUBAREA<<<<< B-3 --------------~~----------~~-------------------------~~--------------------- --------------------------------------------~-------~------------~---------- I UPSTREAM ELEVATION = 1096.00 DOWNSTREAM ELEVATION ~ 1082.00 STREET LENGTH(FEET) = 700.00 CURB HEIGTH(INCHES) ~ 8. STREET HALFWlDTH(FEET) = 28.00 I DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 18.00 rNTERIOR STREET CROSSFALL(DECIMAL) ~ .015 OUTSIDE STREET CROSSFALL(DEClMAL) = .050 SPECIFIED :r-..'UMBER OF HALFSTREETS CARRYING RUNOFF = 2 I **TRA VEL TIME COMPUTED USING MEAN FWW(CFS) = 3),27 STREETFLOW MODEL RESULTS: I ~ I AJU.A A .". IS lUU Y ~AK JJ~ V LU t'~JJ Page 11 I STREET FLOWDEPTH(FEET) ~ .64 HALFSTREET FLOODWlDTH(FEET) ~ 12.81 AVERAGE FLOW VELOClTY(FEET/SEC.) ~ 5.35 PRODUCT OF DEPTH&VELOC1TY ~ 3.42 STREETFLOWTRAVELTIME(MIN)~ 2.18 TC(Mlh~~ 9.89 100.00 YEAR RAINFALL INTENSITY(lNCHlHOUR) ~ 3.500 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8793 SUBAREA AREA(ACRES) ~ 8.30 SUBAREA RUNOFF(CFS) ~ 25.55 SUMMED AREA(ACRES) ~ 14.10 TOTAL RUNOFF(CFS) ~ 46.07 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) ~.72 HALFSTREET FLOODWlDTH(FEET) ~ 18.44 FLOW VELOClTY(FEETISEC.) ~ 5.20 DEPTH'VELOCITY ~ 3.77 I I I ******************.....................*********..**..************.*.******* FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE ~ I I >>>>>DESIGNATE INDEPENDENT STREMf FOR CONFLUENCE<<<<< >>>>>AND COMPlJIE V ARlOUS CONFLUENCED STREAM v ALUES<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATlON(MINUTES) ~ 9.89 RAlNFALLINTENSITY (lNCHJHOUR) ~ 3.50 TOTALSTREAMAREA(ACRES)~ 14.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 46.07 I CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MlN.) (lNCHlHOUR) I 1 38.21 12.66 3.057 2 46.07 9.89 3.500 I RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 78.45 75.93 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 78.45 TIME(MINUTES) ~ 12.658 TOTAL AREA(ACRES) ~ 28.00 I ***********************.................***..**................********..*** FLOW PROCESS FROM NODE 3.00 TO NODE 2.00 IS CODE ~ 4 I >>>>>COMPlJTE PIPEFWW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER~SPECIFIED PIPESIZE<<<<< I PIPEFLOW VELOClTY(FEETISEC.) ~ ILl UPSTREAM NODE ELEVATION ~ 1075.00 DOWNSTREAM NODE ELEVATION ~ 1067.00 FLOWLENGTH(FEET)~ 700,00 MANNJNGSN~ .013 GIVEN PIPE DIAMETER(lNCH) ~ 36.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 78.45 TRAVEL TIME(MlN.)~ 1.05 TC(MlN.)~ 13.71 I I ...******.....******....*.****...****....................................... FLOW PROCESS FROM NODE 3.00 TO NODE 2.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOw<<<<< 8- '2... ------~-----~----------------~--~-~------------------------------- -----------~----------------------------------~----------------------------- B-L I 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2.926 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8763 SUBAREAAREA(ACRES)~ 5.70 SUBAREARUNOFF(CFS)~ 14.61 TOTALAREA(ACRES)~ 33.70 TOTALRUNOFF(CFS)~ 93.06 TC(MIN) ~ 13.71 I ............................................................................ I FLOW PROCESS FROM NODE 2.00 TO NODE 1.00 IS CODE = 4 I ,.., ? I I I I I I I I I I I I I I I I I I I AREA A 8< BIWYEARlJEVr;UPED Page 12 >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER.SPECIFIED PIPESlZE<<<<< ----~----------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 36.0 INCH PIPE IS I8.6INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 25.2 UPSTREk\1 NODE ELEV ATION ~ 1067.00 DOWNSTREAM NODE ELEVATION ~ 1040.00 FLOWLENGTH(FEET) ~ 350.00 MANNINGS N ~ .013 GIVEN PIPE DlAMETER(INCH) ~ 36.00 J'..'UMBER OF PIPES ~ 1 PIPEFLOWTHRUSUBAREA(CFS)~ ,93.06 36 '."'>; '.JJ" CO'VIINuf':. -,) TRAVELTIME(MIN.)~ .23 TC(r"fiN.)~ 13.94 '.2 '1) ('v.' ,'- "':.. C, ,..- ~,'. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~__);~_~~~~~~~~~~~~~~~~ ~ " ~'c.' AN ' ) 1 ' . -'. . __, /):1 /~.. ","-. END OF RATIONAL METHOD ALYSIS . - "'_ ~'~:",""""r: ;', (' f~ .:'~ 1.:- -----\ ..}, C\.. ~J /) LI;..-tr- .1 C /1 '5'Z- I I I I I I I I I I I I I I I I I I I AREA "C" 100 YEAR DEVELOPED CONDITION '5'? I I I I I I I I I I I I I I I I I I I AREA C 100 YEAR D)!;V)!;LUPJW Pa~e 1 --------------------~------------------------------------------------------- ---------------------------------------------------------------------------- RATIONAL METHOD HYDROLOGY COMPlJIER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyright 1982,1986 Advanced Engineering Software [AES] Especially prq>ared for: NBSILOWERY ENGlJ'.'EERS & PLANNERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> n*****n"DESCRIPTION OF RESUL TS****nn****......n.n.******.............. " 100 YEAR STORM AREA C - lN1ERSECTION OF DIAZ AND ZEVO " . PREPARED BY: HLC . , ............................................................................ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) ~ 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) ~ 18.00 SPECIFIED PERCENT OF GRADIENTS(DEClMAL) TO USE FOR FRICTION SLOPE ~ .90 1O.YEAR STORM 10.MrNlJIE INTENSITY(INCH/HOUR) ~ 2.360 1O.YEAR STORM 60.MrNlJIE INTENSITY(INCHlHOUR) ~ .880 100.YEAR STORM 10.MrNlJIE INTENSITY(INCHlHOUR) ~ 3.480 100. YEAR STORI..160.MrNlJIE INTENSITY(INCHlHOUR) ~ L300 SLOPE OF IO.YEAR INTENSITY.DURATION CURVE ~ .5505732 SLOPE OF 100.YEAR INTENSITY.DURATION CURVE ~ 5495536 COMPlJIED RAINFALL INTENSITY DATA: STORM EVENT ~ 100.00 I.HOUR INTENSITY(INCHlHOUR) ~ L3000 SLOPE OF INTENSITY DURATION CURVE ~ 5496 RCFC&WCD HYDROWGY !\1A..."'WAL "C"-VALUES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [AES] SERIAL No. 100971 VER. HC RELEASE DATE: 2120/86 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ....*.................................*..*.......*....*..........**...****** FLOWPROCESSFROMNODE LlOTONODE LOOISCODE~ 2 C~b >>>>>RATIONAL METHOD INITIAL SUBAREA A..~ALYSIS<<<<< ------------------------~------~---------------------------------------- -~-------~-------------------------------------------------------------- ASSUMED lJ'.1TIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC ~ K'[(LENGTH"3)I(ELEV ATION CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH ~ 1000.00 UPSTREAM ELEVATION ~ 1093.00 DOWNSTREAM ELEVATION ~ 1048.00 ELEVATION DIFFERENCE ~ 45.00 TC = .303.[( 1000.00..3)/( 45.00)]**.2 = 8.932 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 3.703 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8802 SUBAREA RUNOFF(CFS) ~ 2 L51 TOTALAREA(ACRES)~ 6.60 TOTALRUNOFF(CFS)~ 2L51 . ...**************.**********************************....************.*.***** FLOWPROCESSFROMNODE LlOTONODE LOOISCODE~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< -------------~--------~------------------------------------------------- -------------~------------------------------------------------------------ CONFLu'ENCE V ALVES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRA TION(MrNlJIES) ~ 8.93 ~ I I I I I I I I I I I I I I I I I I I '--AREA C 100 YEAR DEVELOPED Pal!;e2 RAINFALL INTENSITY (INCHJHOUR) ~ 3.70 TOTAL STREAM AREA (ACRES) ~ 6.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 21.51 ******************************....*******..........*****......****...******* FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE ~ 7 >>>>>USER SPECIFIED HYDROLOGY INFOR11ATION AT NODE<<<<< ============================================================================ USER.SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) ~ 13.94 RAIN INTENSITY(INCH/HOUR) ~ 2.90 TOTALAREA(ACRES)~ 33.70 TOTALRUNOFF(CFS)~ 88.00 Q Fr'~ (\r'U Il 1...(8- L, "-' l. \\~" .**...*****...**...***..........*****..***************.....****............. FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE ~ 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ------~--------------------------------------------------------------------- ---~------------------------------------------------------------------------ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUIES) ~ 13.94 RAINFALL INTENSITY (INCHJHOUR) ~ 2.90 TOTAL STREAM AREA (ACRES) ~ 33.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 88.00 ....................................**......................**.............. FLOW PROCESS FROM NODE L20 TO NODE L30 IS CODE ~ 2 >>>>>RATIONAL l,.fETHOD INITIAL SUBAREA ANAL YSIS<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)!(ELEV ATION CHANGE)J*'.2 INmAL SUBAREA FLOW.LENGTH ~ 1500.00 UPSTREAM ELEVATION = 1093.00 OOWNSTREA\! ELEVATION ~ 1049.00 ELEVATION DIFFERENCE ~ 44.00 TC = .303*[( 1500.00**3)!( 44.00)]"*.2 = 11.443 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 3.231 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOP~IENT RUNOFF COEFFICIENT ~ .8780 SUBAREA RUNOFF(CFS) ~ 30.92 TOTALAREA(ACRES)~ 10.90 TOTALRUNOFF(CFS)~ 30.92 c- .....................................*..................................*... FLOW PROCESS FROM NODE 1.20 TO NODE L30 IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREM1 FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM: V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MINl.ITES) = 11.44 RAINFALL INTENSITY (INCHJHOUR) ~ 3.23 TOTAL STREAM AREA (ACRES) ~ 10.90 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 30.92 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.)(INCH/HOUR) 1 2 3 21.51 88.00 30.92 8.93 13.94 11.44 3.703 2.899 3.231 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 102.03 13259 121.94 . COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 132.59 TIME(MINlITES) ~ l3.940 TOTAL AREA(ACRES) ~ 51.20 ............................................................................ FLOW PROCESS FROM NODE L30 TO NODE 1.40 IS CODE ~ 4 I' ~7> I I I I I I I I I I I I I I I I I I I AREA C 100 YEAR DEVELOPED Pa~e 3 >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< PIPEFLOW VELOCITY(FEET/SEq ~ 18.8 UPSTREAM NODE ELEV ATION ~ 1040.00 DOWNSTREAM NODE ELEVATION ~ 1021.00 FLOWLENGTH(FEET) ~ 800.00 MANNINGS N ~ .013 GIVEN PIPE DIAMETER(INCH) ~ 36.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 132.59 TRAVEL TIME(MN.)~ .71 TC(MIN.)~ 14.65 ******...*****.........**..........****.**.............*.........**.***...** FLOW PROCESS FROM NODE 130 TO NODE 1.40 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO l..IAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 2.821 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8756 C - 2- SUBAREA AREA(ACRES) ~ 8.20 SUBAREA RUNOFF(CFS) ~ 20.26 TOTALAREA(ACRES)~ 59.40 TOTALRUNOFF(CFS)~ 152.84 TC(MIN) ~ 14.65 .......................................****...........***................... FLOW PROCESS FROM NODE 1.40 TO NODE 1.40 IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE, TIME OF CONCENTRATION(MlNUTES) ~ 14.65 RAINFALL INTENSITY (INCH./HOUR) ~ 2.82 TOTAL STREAM AREA (ACRES) ~ 59.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 152.84 ..***...........................***..**...................**.......**....... FLOW PROCESS FROM NODE 1.00 TO NODE 8.00 IS CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC ~ K'[(LENGTH*'3)1(ELEVATlON CHANGE)]*'.2 INITIAL SUBAREA FLOW.LENGTH ~ 800.00 UPSTREAMELEVATION~ 1048.00 DOWNSTREAM ELEVATION ~ 102800 ELEVATION DIFFERENCE ~ 20.00 TC~ 303'[( 800.00*'3)1( 20.00)]n2~ 9.188 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 3.646 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8799 SUBAREARUNOFF(CFS)~ 23.74 TOTAL AREA(ACRES) ~ 7.40 TOTAL RUNOFF(CFS) ~ 23.74 C-6 .*********.*................................................................ FLOW PROCESS FROM NODE 8.00 TO NODE 8.00 IS CODE ~ 1 >>>>>DESIGNATE INDEPENDENT STREAI\.1 FOR CONFLUENCE<<<<< >>>>>A.:"ID COMPUTE V ARlOUS CONFLUENCED STREA...\,f V ALUEs<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREA!vI 2 ARE: TIME OF CONCENTRATION(MlNUTES) ~ 9.19 RAINFALL INTENSITY (INCH.lHOUR) = 3.65 TOTALSTREAMAREA(ACRES)" 7.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 23.74 CONFLUENCE INFORMATION, .STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (1I:I1N.)(INCWHOUR) I 152.84 14.65 2.821 2 23.74 9.19 3.646 RAINFALL INTENSITY AI'ill TIME OF CONCENTRATION RATIO ~ I I I I I I I I I I I I I I I I I I I AREAC100YEAR DEVELOPED .Pal!;e4 FORMULA(RCFC&WCD) USED FOR 2 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 171.21 119.60 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS)" 171.21 TIME(MlNUIES)" 14.651 TOTAL AREA(ACRES) " 66.80 ******************.********.................................**....*......... FLOW PROCESS FROM NODE 1.40 TO NODE L50 IS CODE" 4 >>>>>COMPlfTE PIPEFLOW TRA VELTI:ME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< ----~----------------------------------------------------------------------- ---------------------------------------------------------------------------- C - :1 DEPTH OF FLOW IN 60.0 INCH PIPE IS 43.8INCIlES PIPEFLOW VELOCITY(FEET/SEC.)" I I. I UPSTREAM NODE ELEVATION " 1021.00 DOWNSTREAM NODE ELEVATION" 1017.00 FLOWLENGTH(FEET)" 650.00 l\IANNINGS N" .013 GIVEN PIPE DlAMETER(INCH)" 60.00 NUMBER OF PIPES" PIPEFLOW THRU SUBAREA(CFS)" 171.21 TRAVEL TlME(MIN)" .97 TC(MIN)" 15.62 ............................................................................ FLOW PROCESS FROM NODE L50 TO NODE L50 IS CODE" I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MlNUIES)" 15.62 RAINFALL INTENSITY (INCH./HOUR)" 2.72 TOTAL STREAM AREA (ACRES)" 66.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE" 17L21 ............................................................................ FLOW PROCESS FROM NODE 8.00 TO NODE 9.00 IS CODE" 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< --~--~-----------------------------------~-----------------------------~-- ------------~----~-------------------------------------------------------- [-7 ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC" K'[(LENGTH"3YCELEVATION CHANGE)]".2 INITIAL SUBAREAFLOW.LENGTH" 650.00 UPSTREAM ELEVATION" 1028.00 DOWNSTREAM ELEVATION" 1026.00 ELEVATION DIFFERENCE" 2.00 TC" .303'[( 650.00"3Y( 2.00)J".2" 12.857 100.00 YEAR RAlNFALLINTENSITY(INCWHOUR)" 3.031 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT" .8769 SUBAREA RUNOFF(CFS)" 13.02 TOTALAREA(ACRES)" 4.90 TOTALRUNOFF(CFS)" 13.02 ..........**............................*................................... FLOW PROCESS FROM NODE 9.00 TO NODE 9.00 IS CODE" I >>>>>DESIGNATE INDEPENDENf STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREA.VI V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MlNUIES)" 12.86 RAINFALL INTENSITY (INCH./HOUR)" 3.03 TOTAL STREAM AREA (ACRES)" 4.90 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE" 13.02 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.)(INCWHOUR) 1 17L21 15.62 2.723 2 13.02 12.86 3.031 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS, '5' I I I I I I I I, I I I , I I I I I I I AREACI00YEAR DEVELOPED Pa~e 5 182.92 153.92 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 182.92 TlME(MINlITES) ~ 15.623 TOTALAREA(ACRES)~ 7L70 **************************************************************************** FLOW PROCESS FROM NODE 1.50 TO NODE 1.60 IS CODE ~ 4 >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< =============~============================================================= PIPEFLOW VELOCITY(FEET/SEC.) ~ 93 UPSTREAM NODE ELEVATION ~ 1017.00 DOWNSTREAM NODE ELEVATION ~ 1013.00 FLOWLENGTH(FEET) ~ 950.00 MANNINGS N ~ .013 GIVEN PIPE DIAMETER(INCH) ~ 60.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 182.92 TRAVEL TlME(MIN.)~ 1.70 TC(MlN.)~ 1732 C-4 **************************************************************************** FLOW PROCESS FROM NODE 1.50 TO NODE 1.60 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO 11AINLlNE PEAK FLOW<<<<< ~------------------------------~----------------------------------------- ---------------------------------------------------------------------------- 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 2573 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8740 SUBAREAAREA(ACRES)~ 8.30 SUBAREARUNOFF(CFS)~ 1866 TOTALAREA(ACRES)~ 80.00 TOTALRUNOFF(CFS)~ 20U8 TC(MTh') ~ 1732 *********************....................................................... FLOW PROCESS FROM NODE 150 TO NODE 1.60 IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREMf FOR CONFLUENCE<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- CONFLUENCE V ALVES USED FOR INDEPENDENT STREAM: 1 ARE: TIME OF CONCENTRATION(MINlITES) ~ 17.32 RAINFALL INTENSITY (INCHJHOUR) ~ 2.57 TOTAL STREAM AREA (ACRES) ~ 80.00 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 20U8 ............................................................................ FLOW PROCESS FROM NODE 9.00 TO NODE 10.00 IS CODE ~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ============================================================================ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC ~ K'[(LENGTH"3)I(ELEV ATION cHANGE)J".2 INITIAL SUBAREA FLOW-LENGTH = 950.00 UPSTREAMELEVATION~ 1026.00 DOWNSTREA'" ELEV ATION ~ 1022.00 ELEVATlONDIFFERENCE~ 4.00 TC ~ 303'[( 950.00"3Y( 4.00))".2 ~ 14.054 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 2.886 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8760 SUBAREA RUNOFF(CFS) ~ 14.67 TOTALAREA(ACRES)~ 5.80 TOTALRUNOFF(CFS)~ 14.67 c- 6 ............................................................................ FLOW PROCESS FROM NODE 9.00 TO NODE 10.00 IS CODE ~ I >>>>>DESIGNATE INDEPE1\lTIENT STREAM: FOR CONFLUENCE<<<<< >>>>>AND COMPtITE VARIOUS CONFLUENCED STREAM: V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINlITES) ~ 14.05 RAINFALL INTENSITY (INCHJHOUR) ~ 2.89 TOTAL STREAM AREA (ACRES) ~ 5.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 14.67 -so I 'I I I I I I I I I I , I I I I' I, I I . AREA C 100 YEAR DEVELOPED Page 6 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MlN.)(INCHlHOUR) I 20LS8 17.32 2.573 2 14.67 14.05 2.886 RAlNF ALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 214.65 178.21 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 214.65 TlME(MlNlITES) ~ 17.323 TOTAL AREA(ACRES) ~ 85.80 Flcu...) 11--110 Mu!2-tlffi7tJ- crtr'\..fU< II ]j }rt^'\. c.Y-I'-,T I LliVe C ITO~t,,\ D~'\IH END OF RATIONAL METHOD ANALYSIS ---------~----------------------------------~---------~--------------------- ---------------------------------------------------------------------------- ~ I I I I, I I I I I I I I I I I I I I I AREA "D" 100 YEAR DEVELOPED CONDITION CP I I I I I I I I I I I I I I I I I I I AREA D 100 YEAR DEVELOPED - PM24085 AND PM24086 ,Pa2e 1 RATIONAL METHOD HYDROLOGY COMPlJIER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & W ATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Cop)rigjrt 1982,1986 Adv""ced Engineering Software [AES] Especially prepared for: NBSILOWERY ENGINEERS & PLANNERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> *'*U'''.'DESCRIPTION OF RESUL TS..........**u...**........................... '" AREA D.DEVELOPED PM240S5 AND PM24086 '" , 100 YEAR STORM ' 'HLC .*'....'**...**............**'...................................**......... USER SPECIFIED HYDROLOGY A'lD HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) ~ 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) ~ 18.00 SPECIFIED PERCENT OF GRADIENTS(DECL\1AL) TO USE FOR FRICTION SLOPE ~ .90 10.YEAR STORM 10.MINUTE INTENSITY(INCHlHOUR) ~ 2.360 10. YEAR STORM 60.MINUTE INTENSITY(!NCHlHOUR) ~ .880 100.YEAR STORM IO.MINUTE INTENSITY(INCHlHOUR) ~ 3.480 IOO.YEAR STORM 60.MINlJIE INTENSITY(INCHlHOUR) ~ 1.300 SLOPE OF IO.YEAR INTENSITY.DURATION CURVE ~ 5505732 SLOPE OF 100.YEAR INTENSITY.DURATION CURVE ~ 5495536 COMPUTED RAINFALL INTENSITI DATA: STORM EVENT ~ 100.00 I-HOUR INTENSITY(INCHlHOUR) ~ 1.3000 SLOPE OF INTENSITY DURATION CURVE ~ .5496 RCFC&WCD HYDROLOGY MANUAL "C"-V ALVES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [AES] SERIAL No. 100971 VER. HC RELEASE DATE: 2/20/86 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> **.*******.**.*...*...........**..........**..*...........*................. FLOW PROCESS FROM NODE 1.20 TO NODE 20.00 IS CODE ~ 2 :::::~!~~N-::~~~~~~_~~~~~~~~~~<<::~_~~~~~~_::~L~~~~~~ ASSUMED INTI1AL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC ~ K'[(LENGTH"3)I(ELEVATION CHANGE)J".2 INITIAL SUBAREA FLOW.LENGTH ~ 700.00 UPSTREA\l ELEVATION ~ 1092.00 DOWNSTREAM ELEVATION ~ 1082.00 ELEVATION DIFFERENCE ~ 10.00 TC = .303'[( 700.00"3Y( 10.00)]".2 = 9.742 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 3.530 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8794 SUBAREA RUNOFF(CFS) ~ 2.48 TOTALAREA(ACRES)~ .80 TOTALRUNOFF(CFS)~ 2.48 WI N C. ~fl.;:-I';: i.c.. 0C)1.l T--..'r ~. ...................................,******..*............................... FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE ~ 6 'P-Z- ./ g(,r.';/) ." I , ~ \.....(:....1....,' Co\ I I I I I I I I I I I I I I I I I I I AREA D 100 YEAR DEVELOPED - PM24085 AND PM24086 Pa~e 2 >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEV ATION ~ 1082.00 DOWNSTREAM ELEV ATION ~ 1062.00 ~TREET LENGTH(FEET) ~ 600.00 CURB HEIGTH(INCHES) ~ 8. STREET HALFWIDTH(FEET) ~ 28.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK ~ 26.00 INTERIOR STREET CROSSFALL(DEClMAL) ~ .020 OUTSIDE STREET CROSSFALL(DEClMAL) ~ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF ~ I "TRAVELTIME COMPlJIED USING MEAN FLOW(CFS) ~ 11.64 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) ~ .45 HALFSTREET FLOODWIDTH(FEET) ~ 1459 AVERAGE FLOW VELOCITY(FEETISEC.) ~ 5.02 PRODUCT OF DEPTH&VELOCITY ~ 2.26 STREETFLOW TRAVEL TIME(MlN) ~ 1.99 TC(M1N) ~ 1 1.73 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 3.187 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8777 SUBAREAAREA(ACRES)~ 6.50 SUBAREARUNOFF(CFS)~ 18.18 SUMlYIED AREA(ACRES) ~ 730 TOTAL RUNOFF(CFS) ~ 20.67 END OF SUBAREA STREETFLOW HYDRAUUCS: DEPTH(FEET) ~ .52 HALFSTREET FLOODWIDTH(FEET) ~ 17.84 FLOW VELOCITY(FEET/SEC.) ~ 6. I3 DEPTH'VELOCITY ~ 3.16 ....*......................................**......*........................ FLOWPROCESSFROMNODE 21.00 TO NODE 22.00ISCODE~ 6 PM L ~ 0 'CS ~::::~~~:_~ETFL~~~~~~~:~=~~~_~~~~~:<<~~=====I2::3==== FLc..---v UPSTREAM ELEVATION ~ 1062.00 DOWNSTREAM ELEVATION ~ STREET LENGTH(FEET) ~ 1000.00 CURB HEIGTH(INCHES) ~ 8. STREET HALFWlDTH(FEET) ~ 2800 sue;C,1c-e o N ~E:J<.!!/J"'5-:"" 1032.00 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK ~ 26.00 INTERIOR STREET CROSSFALL(DEClMAL) ~ .020 OlJTSIDE STREET CROSSFALL(DEClMAL) ~ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF ~ 1 "TRAVELTIME COMPlJIED USING ~IEAN FLOW(CFS) ~ 33.32 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) ~ .61 HALFSTREET FLOODWIDTH(FEET) ~ 22.72 AVERAGE FLOW VELOCITY(FEET/SEC.) ~ 6.23 PRODUCT OF DEPTH& VELOCITY ~ 3.81 STREETFLOWTRAVELTlME(MIN)= 2.68 TC(MIN)= 14.41 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 2.847 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8758 SUBAREAAREA(ACRES)~ 10.10 SUBAREARUNOFF(CFS)~ 25.18 SUMMEDAREA(ACRES)~ 17.40 TOTALRUNOFF(CFS)~ 45.85 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) ~ .66 HALFSTREET FLOODWIDTH(FEET) ~ 25.16 FLOW VELOCITY(FEET/SEC.) ~ 7.03 DEPTH'VELOCm" ~ 4.65 ............................................................................ FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE ~ 6 l) - if >>>>>eOMPUTE STREETFLOWTRAVELTIME THRU SUBAREA<<<<< 'P "'" /,,- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 2-1l ~S UPSTREAM ELEVATION ~ 1032.00 DOWNSTREAM ELEVATION ~ 1027.00 SU L p.~ C-P STREET LENGTH(FEET) ~ 850.00 CURB HEIGTH(INCHES) ~ 8. STREET HALFWIDTH(FEET) ~ 28.00 n.c'..v DlST ANCE FROM CROWN TO CROSSFALL GRADEBREAK ~ 26.00 INTERIOR STREET CROSSF ALL(DEClMAL) ~ .020 Cot,. I I I I I I I I I I I I I I I I I I I AREA D 100 YEAR DEVELOPED - PM24085 AND PM24086 Pal(e3 OUTSIDE STREET CROSSFALL(DEClMAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = I "TRAVELTIME COMPlJIED USING MEAN FLOW(CFS) = 57.08 '''STREET FLOWING FULL *** STREETFLOW MODEL RESULTS: NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOWDEPTH(FEET) = .73 HALFSTREET FLOODWIDTH(FEET) = 28.00 AVERAGE FLOW VELOCITY(FEETISEC.) = 3.44 PRODUCT OF DEPTH&VELOCITY = 2.50 STREETFLOWTRAVELTIME(MlN)= 4.12 TC(MlN)= 1853 100.00 YEAR RAINFALL INTENSITY(INCllIHOUR) = 2.479 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8733 SUBAREA AREA(ACRES) = IOAo SUBAREA RUNOFF(CFS) = 22.52 SUMMEDAREA(ACRES)= 27.80 TOTALRUNOFF(CFS)= 68.37 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .77 HALFSTREET FLOODWIDTH(FEET) = 28.00 FLOWVELOCITY(FEETISEC.)= 3.64 DEPTH'VELOCITY= 2.79 ..,.,.."...-...,-..---..---.......---,..."................._.........*_... FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 6 :>~::=~~lP~!~~~~~:"'~~:~~IE=~~~_~UB~~~~~~:=~~~=~ r}~]. 40<(; s- UPSTREAMELEVATION= 1027.00 OOWNSTREAMELEVATION= 1025.00 S(..)/~ FAC.( STREET LENGTH(FEET) = 450.00 CURB HEIGTH(INCHES) = 8. STREET HALFWIDTH(FEET) = 28.00 t> - g--- DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 26.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DEClMAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = I "TRAVELTIME COMPlJIED USING MEAN FLOW(CFS) = 75.70 "'STREET FWWING FULL''''' STREETFLOW MODEL RESULTS: NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGUBLE FLOW OCCURS OUTSIDE OF THE STREET CIIk'INEL THATIS, ALL FLOW ALONG THE PARKWAY, ETC.. IS NEGLECTED. STREET FLOWDEPTH(FEET) = ,83 HALFSTREET FLOODWIDTH(FEET) = 28.00 A VER.4.GE FLOW VELOClTY(FEETISEC) = 3.43 PRODUCT OF DEPTH& VELOCITY = 2.83 STREETFLOWTRAVELTIME(MlN)= 2.19 TC(MlN)= 20.72 100.00 YEAR RAINFALL INTENSITY(INCllIHOUR) = 2.332 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIE!:.'T = .8721 SUBAREAAREA(ACRES)= 7.20 SUBAREARUNOFF(CFS)= 14.64 SUMMED AREA(ACRES) = 35.00 TOTAL RUNOFF(CFS) = 83.01 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .85 HALFSTREET FLOODWIDTH(FEET) = 28.00 FLOW VELOCITY(FEET/SEC.) = 3.58 DEPTH'VELOCITY = 3.03 ......---...,............................................................... FLOW PROCESS FROM NODE 24.00 TO NODE 24.00 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MINUTES) = 20.72 RAINFALL INTENSITY (INCH./HOUR) = 2.33 TOTAL STREAM AREA (ACRES) = 35.00 7-"~L..o'-'J (p?J I I I I I I I I I I I I I I I I I I I AREA D 100 YEAR DEVELOPED - PM24085 AND PM24086 Page 4 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE 0 83.01 ...................*,....................***........*....................... PiIA. 24-0'0 ~ ::::~~~~~~~~:~~.o ~:!~_~UB~o~~~~~:~::::~__~oo~o_J2::_~oo~oo FLOW PROCESS FROM NODE 20.10 TO NODE 2LlO IS CODE 0 2 ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC 0 K'[(LENGTH"3)1(ELEV ATlON CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH 0 600.00 UPSTREAMELEVATIONo 1071.00 DOWNSTREAM ELEVATION 0 1062.00 ELEVATION DIFFERENCE 0 15.00 TC 0 .303'[( 600.00"3)1( 15.00)J".2o 8.190 100.00 YEAR RAINFALL rNTENSITY(INCHlHOUR) 0 3.884 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT 0 .8809 SUBAREA RUNOFF(CFS) 0 15.39 TOTAL AREA(ACRES) 0 4.50 TOTAL RUNOFF(CFS) 0 1539 ........................**.................................................. FLOWPROCESSFROMNODE 2LlOTONODE 22.lOISCODEo 6 ::!~~~~~m: STREE~~~~~~:TI~~=~~~~~~~~~~<<~========__"Q===_]= UPSTREAM ELEVATION 0 1062.00 DOWNSTREAM ELEVATION 0 1032.00 STREET LENGTH(FEET) 0 1000.00 CURB HEIGTH(INCHES) 0 8. STREET HALFWIDTH(FEET) 0 2800 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK 0 26.00 rNTERIOR STREET CROSSFALL(DECIMAL) 0 .020 OUTSIDE STREET CROSSFALL(DEClMAL) 0 .020 1'Vv\ 1- a c:.-0':: SPECIFIED NmffiER OF HALFSTREETS CARRYING RUNOFF 0 I "TRAVELTIME COMPlJIED USING MEAN FLOW(CFS) 0 28.83 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) 0 .58 HALFSTREET FLOODWIDTH(FEET) 0 21.09 AVERAGE FLOW VELOCITY(FEETISEC.) 0 6.22 PRODUCT OF DEPTH& VELOCITY 0 3.61 STREETFLOWTRAVELTIME(MlN)o 2.68 TC(MlN)o 10.87 100.00 YEAR RAINFALL rNTENSITY(INCHIlIOUR) 0 3.324 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT 0 .8784 SUBAREA AREA(ACRES)" 9.20 SUBAREA RUNOFF(CFS)" 26,86 SU>.IMED AREA(ACRES)" 13.70 TOTAL RUNOFF(CFS) 0 42.26 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) 0 ,65 HALFSTREET FLOODWIDTH(FEET)" 24.34 FLOW VELOCITY(FEETISEC.) 0 6.91 DEPTH'VELOCITY 0 4.46 ............................................................................ FLOW PROCESS FROM NODE. 22.10 TO NODE 23.10 IS CODE 0 6 D- B >>>>>COMPUTE STREETFLOW TRAVELTL\1E THRU SUBAREA<<<<< UPSTREAM ELEVATION 0 1032.00 DOWNSTREAM ELEVATION = 1027.00 STREET LENGTH(FEET) = 850.00 CURB HEIGTH(INCHES) 0 8. STREET HALFW\DTH(FEET) 0 28.00 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 26.00 II>'TERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DEClMAL) 0 .020 SPECIFIED NUr..rnER OF HALFSTREETS CARRYING RUNOFF = 1 "TRAVELTIME COMPlJIED USING MEAI'l FLOW(CFS) 0 52.70 *""STREET FWWING FULL*"" STREETFLOW MODEL RESULTS: T-Cc.l...-V Fe c..'-u r.,'\ I I I I I I I I I I I I II I I I I I I AREA D 100 YEAR DEVELOPED - PM24085 AND PM24086 IPa~e 5 NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLlBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL THATlS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOWDEPTH(FEET) ~ .73 HALFSTREET FLOODWIDTH(FEET) ~ 28.00 AVERAGE FLOW VELOCITY(FEET/SEC.) ~ 3.17 PRODUCT OF DEPTH& VELOCITY ~ 2.3 I STREETFLOWTRAVELTIME(MlN)~ 4.46 TC(MlN)~ 15.34 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 2.751 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8752 SUBAREAAREA(ACRES)= 8.60 SUBAREARUNOFF(CFS)= 20.71 SUMMED AREA(ACRES) = 22.30 TOTAL RUNOFF(CFS) ~ 62.96 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) ~ .75 HALFSTREET FLOODWIDTH(FEET) ~ 28.00 FLOW VELOCm'(FEET/SEC.) ~ 3.56 DEPTH*VELOCITY ~ 2.66 *******.......**....................**......***..*.......................... FLOWPROCESSFROMNODE 23.IOTONODE 24.10ISCODE= 6 >>>>>COMPlJIE STREETFLOW TRAVELTIME ;';RU SUBAREA<<<<< D - c; ~~~~~~~~~~-=~~~~~~~~=~==~~-==~~~~~~~~~~~~~~~~~_L-~~ UPSTREAM ELEVATION ~ 1027.00 DOWNSTREAM ELEVATION ~ 1025.00 STREET LEKGTH(FEET) ~ 450.00 CURB HElGTH(INCHES) ~ 8. STREET HALFWIDTH(FEET) = 28.00 mST ANCE FROM CROWN TO CROSSFALL GRADEBREAK ~ 26.00 INTERIOR STREET CROSSF ALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) ~ .020 SPECIFIED l\'UMBER OF HALFSTREETS CARRYING RUNOFF ~ I "TRAVELTIME COMPlJIED USING MEAN FLOW(CFS) ~ 70.79 "'STREET FWWlNG FULL *** STREETFLOW MODEL RESULTS: NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLlBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL THAT IS, ALL FLOW ALONG THE PARKWAY, ETC, IS NEGLECTED. STREET FLOWDEPTH(FEET) ~ .81 HALFSTREET FLOODWIDTH(FEET) ~ 28.00 AVERAGE FLOW VELOCITY(FEET/SEC.) ~ 3.37 PRODUCT OF DEPTH&VELOCITY ~ 2.72 STREETFLOWTRAVELTlME(MlN)~ 2.22 TC(Mll\)~ 17.56 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 2.554 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOff COEFFICIENT ~ .8738 SUBAREA AREA(ACRES) ~ 7.00 SUBAREA RUNOFF(CFS) ~ 15.62 SUMMED AREA(AcRES) = 29.30 TOTAL RUNOFF(CFS) ~ 78.59 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) ~ .83 HALFSTREET FLOODWIDTH(FEET) ~ 28.00 FLOW VELOCITY(FEET/SEC.) = 3.56 DEPTH'VELOCITY = 2.94 ............................................................................ FLOW PROCESS FROM NODE 24.10 TO NODE 24.10 IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CO~'FLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) ~ 17.56 RAINFALL INTENSITY (INCHJHOUR) ~ 2.55 TOTAL STREA....\.1 AREA (ACRES) = 29.30 1)Vw\. t.. tI 0 e b TOTALSTREAMRUNOFF(CFS)ATCONFLu'ENCE~ 78.59 r ' CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MlN.) (INCWHOUR) FGCI'-'..l ~ I I I I I I I I I I I I I I I I I I I AREA D 100 YEAR DEVELOPED - PM24085 AND PM24086 IPal!:e6 I 83.01 20.72 2.332 2 78.59 17.56 2.554 .RAINF ALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 154.76 148.93 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS, RUNOFF(CFS) ~ 154.76 TIME(MINlJIES) ~ 20.720 TOTAL AREA(ACRES) ~ 64.30 END OF RATIONAL METHOD ANALYSIS , -I-- '" ~, j- UI UF'.. (~ 11 f) 1/ L-I Ne I:) 1/cJ-r6 WI LJ ~t!-I KT/j C Rfl];"~\' C/o I I I I I I I I I I I I I I I I I I I AREA "E" 100 YEAR DEVELOPED CONDITION ~.." I I I I I I I I I I I I I I I I I I I - - - AJ.U!jl\. ~ --lUU--r~A-n;:-uI!:.."V ~LvrJ!j1T Page 1 RATIONAL METHOD HYDROLOGY COMPlJIER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyright 1982,1986 Adv,,"ced Engineering Software [AES] Especially prepared for: NBS/LOWERY ENGINEERS & PLANNERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> **********DESCRIPTION OF RESULTS""""""""""**"**''''''**'''''''''' * AREAE WITH AREA A DEVELOPED ,. * 100 YEAR STORM ,. . FILE: AREA-E.RES ,. .**..**.............................*.....********.**.**.................... USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) ~ 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) ~ 18.00 SPECIFIED PERCENT OF GRADIENTS(DEClMAL) TO USE FOR FRICTION SLOPE ~ .90 10.YEAR STOR.'A 10.MINlJIE INTENSITY(INCWHOUR) ~ 2360 10.YEAR STOR.\.I60-MINlJIE INTENSITY(INCWHOUR) ~ .880 100.YEAR STORM IO.MINlJIE INTENSITY(INCWHOUR) ~ 3.480 100.YEAR STORM60.MINlJIE INTENSITY(INCWHOUR) ~ 1.300 SLOPE OF IO.YEAR INTENSITY.DURATION CURVE ~ .5505732 SLOPE OF 100.YEAR INTENSITY.DURATION CURVE ~ .5495536 COMPlJIED RAINFALL INTENSITY DATA: STORM EVENT ~ 100.00 I.HOUR INTENSITY(INCWHOUR) ~ 1.3000 SLOPE OF INTENSITY DURATION CURVE ~ .5496 RCFC&WCD HYDROLOGY MANUAL "C".VALUES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [AES] SERIAL No. 100971 VER. HC RELEASE DATE: 2/20186 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> """""".***,.*.....,*.",*****"*******,,,,**..**""."..."",.",." FLOW PROCESS FROM NODE 15.50 TO NODE 15.50 IS CODE ~ 7 >>>>>USER SPECIFIED HYDROLOGY INFORMATION AT NODE<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- USER.SPECIFlED VALUES ARE AS FOLLOWS: TC(MIN) = 28.22 RAIN INIENSITY(INCH/HOUR) = 1.97 TOTALAREA(ACRES) ~ 103.20 TOTAL RUNOFF(CFS) ~ r--:\ F/.j..../ /, ,j,Z... .0;:) 209.75 \l L.l1\//L /1'/ ",**",*".,..,.."""""""""""""""""""""'******'*'***'*' FLOW PROCESS FROM NODE 1550TONODE 101.00 IS CODE ~ 3 >>>>>corvIPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< r; ""/ ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTHOFFLOWIN 51.0 INCH PIPE IS 41.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 17.2 UPSTREAM NODE ELEV ATION ~ 1085.90 DOWNSTREAM NODE ELEVATION ~ 1071.00 FLOWLENGTH(FEE1) = 500.00 MANNINGS N = .013 ESTIMATED PIPE DIA.'AETER(INCH) ~ 51.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 209.75 TRAVEL TIME(MlN.) ~ .49 TC(MIN.)~ 28.71 ""*"""*"""'********"*'*'**""""""""'"""*"""""...",, ,f. )c=../":.C6;Pi? { 4, RI;: MIII/i.>-T<)H.J OFF-S ITe 101'/ OItcU>~ "J 1N<r? r",,---. AD- 'S~ (}& I I I I I I I I I I I I I I I I I I I AKEA E lUUYEAKnDEVELUrElJ Page 2 FLOW PROCESS FROM NODE 10LOO TO NODE 10LOO IS CODE ~ I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MINUTES) ~ 28.71 RAlNF ALL INTENSITY (INCH./HOUR) ~ 1.95 TOTAL STREAM AREA (ACRES) ~ 103.20 TOTAL STREA.\1 RUNOFF(CFS) AT CONFLUENCE ~ 209.75 **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 100.10 IS CODE ~ 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K'[(LENGTH"3)1(ELEV ATION CHANGE)]".2 INITIAL SUBAREA FLOW.LENGTH ~ 900.00 UPSTREAM ELEVATION ~ 1260.00 DOWNSTREAM ELEVATION ~ 1160.00 ELEVATION DIFFERENCE ~ 100.00 TC ~ .937'[( 900.00"3)1( 100.00)J".2 ~ 22.104 100.00 YEAR RAINFALL INTENSITY(INCIIIHOUR) ~ 2.250 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7516 SUBAREA RUNOFF(CFS) ~ 7.27 TOTAL AREA(ACRES) ~ 430 TOTAL RUNOFF(CFS) ~ 7.27 ************************************..*****.******************************** FLOW PROCESS FROM NODE IOLIO TO NODE 10LOO IS CODE ~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTlr-AE THRU SUBAREA<<<<< UPSTREAMNODEELEVATION~ 1160.00 DOWNSTREA.\1 NODE ELEVATION ~ 1085.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 550.00 L'C c-/ CHANNEL BASE(FEET) ~ 15.00 "Z" FACTOR ~ 5.000 MANNlNGS FACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ 2.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 7.27 FLOWVELOCITY(FEET/SEC)~ 3.29 FLOWDEPTH(FEET)~ .14 TRAVEL TIME(MlN.) ~ 2.78 TC(MlN.) ~ 24.89 *************.************************************************************** FLOW PROCESS FROM NODE 100.10 TO NODE 10LOO IS CODE ~ 8 >>>>>ADDmON OF SUBAREA TO MMNLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2.108 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7433 SUBAREAAREA(ACRES) ~ 3.60 SUBAREA RUNOFF(CFS) ~ 5.64 TOTALAREA(ACRES)~ 7.90 TOTALRUNOFF(CFS)~ 12.92 TC(MlN) ~ 24.89 ..**.**********..*****.*******....*******......................**........... FLOW PROCESS FROM NODE 101.00 TO NODE 101.00 IS CODE""- I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPlJIE VARIOUS CONFLUENCED STREA.\1 VALUES<<<<< ,,4T //'1Tf>/ZS !$:1/v.... () i ~~~;;Z~~~~~~~~~~~~~;~;~;~;:;;;PE~~~;:-~~;:,,:.:;-~~~~~~~~~~~;::;u~~c;;<-- / W I NC (flm l'~~ TI~IE OF CONCENTRATlON(MINUTES) ~ 24.89 RAINFALLlNTENSITY (INCH./HOUR) ~ 2.11 TOTAL STREA."1 AREA (ACRES) ~ 7.90 TOTAL STREA."1 RUNOFF(CFS) AT CONFLUENCE ~ 12.92 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MlN.) (INCH/HOUR) I 209.75 28.71 1.949 2 12.92 24.89 2.108 4.0.. I I I I I I I I I I I I I I I I I I I ~1\..r...lUU I.r...f\.n.J.)I.c.l'LoLvr~.l.I Page 3 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 221.69 194.77 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 221.69 TIME(MINUTES) ~ 28.705 TOTALAREA(ACRES)~ HUO *********........................**'....'*..................*.**.****..**... FLOW PROCESS FROM NODE 101.00 TO NODE 103.00 IS CODE ~ 3 >>>>>COMPlITE PIPEFLOW TRAVEL TUvlE THRU SUBAREA<<<<< >>>>>USING COMPlJIER.ESTIMATED PIPESIZE (NON.PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 48.0 INCH PIPE IS 34.6 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 22.9 UPSTREAM NODE ELEVATION ~ 1077.00 DOWNSTREAM NODE ELEVATION ~ 1070.00 FLOWLENGTH(FEET) ~ 200.00 MANNlNGS N ~ .on ESTIMATED PIPE DIAMETER(INCH) ~ 48.00 Nill.ffiER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 221.69 TRAVEL TlME(MIN.)~ .15 TC(MIN.)~ 2885 ......**.................................................................... FLOW PROCESS FROM NODE 101.00 TO NODE 103.00 IS CODE~ 1 >>>>>DESIGNATE !I\lUEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) ~ 28.85 RAINFALL INTENSITY (INCH./HOUR) ~ 1.94 TOTAL STREAM AREA (ACRES) ~ H UO TOTAL STREfu\! RUNOFF(CFS) AT CONFLUENCE ~ 221.69 ....................................**....,*........*****................... FLOW PROCESS FROM NODE 102.00 TO NODE 102.10 IS CODE ~ 2 f.:-z >>>>>RATIONAL METHOD INITIAL SUBAREA fu~ALYSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K'[(LENGTH"3)1(ELEV ATION CHANGE)Jn2 INITIAL SUBAREA FLOW.LENGTH ~ 750.00 UPSTREA\! ELEVATION ~ 1280.00 DOWNSTREAM ELEVATION ~ 1200.00 ELEVATION DIFFERENCE ~ 80.00 TC ~ .937'[( 750.00"3)1( 80.00)J".2 ~ 20.718 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2332 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7559 SUBAREA RUNOFF(CFS) ~ 7.05 TOTALAREA(ACRES)~ 4.00 TOTALRUNOFF(CFS)~ 7.05 ........*.........****..**.**........."..................**................ FLOWPROCESSFROMNODE 102.IOTONODE 103.00ISCODE~ 5 >>>>>COWUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIhffi THRU SUBAREA<<<<< UPSTREA\! NODE ELEV ATlON ~ 1200.00 DOWNSTREAM NODE ELEV ATION ~ 1080.00 CHA,'rnEL LENGTH THRU SUBAREA(FEET) ~ 1000.00 CHANNEL BASE(FEET) ~ 10.00 "Z" FACTOR ~ 5.000 Mfu'lNlNGS FACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ 2.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 7.05 FLOWVELOCITY(FEET/SEC)~ 3.78 FLOWDEPTH(FEET)~ .17 TRAVEL TIME(MlN.)~ 4.41 TC(MlN.)~ 25.13 *****************************************************.........**....******** FLOW PROCESS FROM NODE 102.10 TO NODE 103.00 IS CODE ~ 8 >>>>>ADDITlON OF SUBAREA TO MAINLINE PEAK FWW<<<<< 10 I I I I I I I I I I I I I I I I I I I AKEAE IUU l:EAKlJEVELUrElJ Page 4 100.00 YEAR RAlNFALLINTENSITY(INCH/HOUR) ~ 2.097 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7426 SUBAREAAREA(ACRES)~ 11.90 SUBAREARUNOFF(CFS)~ 18.53 TOTALAREA(ACRES)~ 15.90 TOTALRUNOFF(CFS)~ 25.59 TCCMIN) ~ 25.13 .....*****.....****......................................................... FLOWPROCESSFROMNODE 103.00TONODE 103.00ISCODE~ 1 >>>>>DESIGNATE INDEPENDENT STREAM: FOR CONFLUENCE<<<<< >>>>>AND COMPlJIE V ARlOUS CONFLUENCED STREAM v ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) ~ 25.13 RAINFALL INTENSITY (INCHJIIOUR) ~ 2.10 TOTALSTREAMAREA(ACRES)~ 15.90 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 25.59 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.)(INCH/HOUR) I 221.69 28.85 1.944 2 25.59 25.13 2.097 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. V ARlOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 245.41 218.68 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 245.41 TIME(MINUTES) ~ 28.851 TOTALAREA(ACRES)~ 127.00 E-z- *..............................*..*.*..**~..*..*......**................... FLOW PROCESS FROM NODE 103.00 TO NODE 105.00 IS CODE ~ 3 >>>>>COMPlITE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPlJIER.ESTlMATED PIPESIZE (NON.PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 66.0 INCH PIPE IS 52.6 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 12.1 UPSTREA1..1 NODE ELEV ATION ~ 1070.00 DOWNSTREAM NODE ELEV ATION ~ 1065.00 FLOWLENGTH(FEET) ~ 800.00 MANNlNGS N ~ .013 ESTIMATED PIPE DIAMETER(INCH) ~ 66.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 245.41 TRAVEL TlME(MIN.) ~ LlO TCCMIN.) ~ 29.95 ......................**.................................................... FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE: 1 E-j >>>>>DESIGNATE INDEPENDENT STREAM: FOR CONFLVENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MINUTES) ~ 29.95 RAINFALL INTENSITY (INCIIJIIOUR) ~ 1.90 TOTALSTREAMAREA(ACRES)~ 127.00 TOTAL STREAM RUNOFF(CFS)AT CONFLUENCE ~ 245.41 ............................................................................ FLOWPROCESSFROMNODE 104.1oTONODE 104.20 IS CODE = 2 AD Ibe:;- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< -------========================================= ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC ~ K'[(LENGTII"3YCELEV ATION CHANGE)]".2 ThIlTIAL SUBAREA FLOW.LENGTIi = 520.00 UPSTREAM ELEVATION: 1750.00 DOWNSTREAM ELEVATION: 1500.00 ELEVATION DIFFERENCE ~ 250.00 TC ~ .937'[( 520.00"3)/( 250.00)J".2 ~ 13.242 oFF s/7<:: "\' I I I I I I I I I I I I I I I I I I I lU~.r.A r. ~UU ~ L"AXUEVELUrLlJ Page 5 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 2.982 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7833 SUBAREA RUNOFF(CFS) ~ 7.85 TOTALAREA(ACRES)~ 3.36 TOTALRUNOFF(CFS)~ 7.85 ***************************.************************************************ . FLOW PROCESS FROM NODE 104.20 TO NODE 10430 IS CODE ~ 5 >>>>>COMPlITE TRAPEZOlDAL-CHANI'.'EL FLOW<<<<< >>>>>TRA VEL TIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION ~ 1500.00 DOWNSTREAM NODE ELEVATION ~ 1400.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 380.00 CHANNELBASE(FEET)~ lO.OO "Z"FACTOR~ 5.000 MANNINGS FACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 7.85 FLOW VELOCITY(FEET/SEC) ~ 5.37 FLOW DEPTH(FEET) ~ .14 TRAVEL TI~IE(MlN.) ~ Ll8 TC(MIN.) ~ 14.42 *******************************..*******.*********************************** FLOW PROCESS FROM NODE 104.20 TO NODE 104.30 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO rvlAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 2.846 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7784 SUBAREAAREA(ACRES)~ 4.68 SUBAREARUNOFF(CFS)~ 1037 TOTALAREA(ACRES)~ 8.04 TOTALRUNOFF(CFS)~ 18.22 TC(MIN) ~ 14.42 ********...*******************************************...******************* FLOWPROCESSFROMNODE 10430TONODE 104.50ISCODE~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTI11E THRU SUBAREA<<<<< E-3 ---------------------------------~-~---------------------------------------- ---- ----------------------------------------------------------------- UPSTREAM NODE ELEVATION ~ 1400.00 DOWNSTREAM NODE ELEV ATION ~ 1300.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 430.00 CHANNEL BASE(FEET) ~ 15.00 "Z" FACTOR ~ 5.000 MANNINGS F ACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 18.22 FLOW VELOCITY(FEET/SEC) ~ 5.27 FLOW DEPTH(FEET) ~ .21 TRAVEL TlME(MlN.)~ L36 TC(MlN.)~ 15.78 ***********************************************.****************............ FLOWPROCESSFROMNODE 104.30TONODE 10450ISCODE~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< --------------------------------~-----------------------------------------~ -------~-------------------------------------------------------------------- (;-3 100.00 YEAR RAINFALL INTENSITY(INCHlHOUR) ~ 2.708 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7731 SUBAREAAREA(ACRES)~ 4.76 SUBAREAR]jNOFF(CFS)~ 9.97 TOTALAREA(ACRES)~ 12.80 TOTALRUNOFF(CFS)~ 28.18 TC(MIN) ~ 15.78 *.*****.*******.**********.*..*.******************************************** FLOW PROCESS FROM NODE 104.50 TO NODE 104.60 IS CODE ~ 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1300.00 DOWNSTREAM NODE ELEVATION ~ 1260.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 400.00 CHA,'iNEL BASE(FEET) ~ 15.00 "Z" FACTOR ~ 5.000 MANNlNGS FACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 2818 FLOW VELOCITY(FEET/SEC) ~ 5.10 FLOW DEPTH(FEET) ~ 33 ",1.- I AREAE IUU YEAKUEVELUYJ!,U Page 6 I I I I I I I I I I I I I I I I I I TRAVEL TlME(MIN.) ~ L31 TC(MIN.) ~ 17.09 ....",,***********************************,.,*****************************. FLOWPROCESSFROMNODE 104.50 TO NODE 104.60ISCODE~ 8 >>>>>ADDITION OF SUBAREA TO MAlNLlNE PEAKFLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2.592 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT ~ .7683 SUBAREA AREA(ACRES) ~ 3.63 SUBAREA RUNOFF(CFS) ~ 7.23 TOTALAREA(ACRES)~ 16.43 TOTALRUNOFF(CFS)~ 35.41 TC(MlN) ~ 17.09 ******.,**......***************.......*..**.,*******..***********..******... FLOW PROCESS FROM NODE 104.60 TO NODE 104.70 IS CODE ~ 5 >>>>>COMPU1E TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTII\.fE THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION ~ 1260.00 DOWNSTREAM NODE ELEVATION ~ 1160.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 850.00 CHANl'<'EL BASE(FEET) ~ 15.00 "Z" FACTOR ~ 5.000 MANNINGS FACTOR ~ .040 MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 35.41 FLOW VELOCITY(FEET/SEC) ~ 5.66 FLOW DEPTH(FEET) ~ .37 TRAVEL TlME(MIN.) ~ 2.50 TC(MIN.) ~ 19.59 *.*****.***.*.*****.******...,***.*********.,*.*...,.*****.*.*************,. FLOW PROCESS FROM NODE 104.60 TO NODE 104.70 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) ~ 2.405 SOIL CLASSIFICATION IS "D" UNDEVEWPED WATERSHED RUNOFF COEFFICIENT = .7596 SUBAREAAREA(ACRES)~ 5.50 SUBAREARUNOFF(CFS)~ lO.05 TOTALAREA(ACRES)~ 21.93 TOTALRUNOFF(CFS)~ 45.46 TC(MIN) ~ 19.59 .......***.**...**.**......*******,......**....****.**........**.***...,**** FLOWPROCESSFROMNODE 104.70TONODE 105.00ISCODE~ 5 >>>>>COMPUTE TRAPEZOIDAJ.....CHANNEL FLOw<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION~ 1160.00 OOWNSTREAM: NODE ELEVATION = 1065.00 CHANNEL LENGTH THRU SUBAREA(FEET) ~ 1100.00 CHANNELBASE(FEET)~ 15.00 "Z"FACTOR~ 4.000 MANNlNGS FACTOR ~ .04<J MAXIMUM DEPTH(FEET) ~ 5.00 CHANNEL FLOW THRU SUBAREA(CFS) ~ 45.46 FLOW v'ELOCITY(FEET/SEC) ~ 6.03 FLOW DEPTII(FEET) ~ .45 TRAVEL TIME(MIN.) ~ 3.04 TC(MIN.) ~ 22.63 ................,......,...,......................,................"....,.. FLOW PROCESS FROM NODE 104.70 TO NODE 105.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO ~1AINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALLINTENSITY(INCH/HOUR) ~ 2.221 SOIL CLASSIFICATION IS "D" UNDEVELOPED W A1ERSHED RUNOFF COEFFICIENT = .7500 SUBAREA AREA(ACRES) ~ 13.40 SUBAREA RUNOFF(CFS) ~ 22.32 TOTALAREA(ACRES)~ 35.33 TOTALRUNOFF(CFS)~ 67.79 TC(MlN) ~ 22.63 ......,..........."........,.,******.."""",......".."..."........... FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE ~ I >>>>>DESIGNA1E INDEPENDENT STREAM FOR CONFLUENCE<<<<< 5-3 E -3 1'b I I I I I I I I I I I I I I I I I I I AI:<.EA E IUU YEAK UEVELUrElJ :Page 7 >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM V ALUES<<<<< ----------------------------~~~-~------------------------------------------- -----------------------------------~---------------------------------------- CONFLUENCE VALVES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINIITES) ~ 22.63 RAINFALL INTENSITY (INCHJHOUR) ~ 2.22 TOTAL STREAM AREA (ACRES) ~ 35.33 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE ~ 67.79 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MlN.) (INCWHOUR) I 245.41 29.95 1.904 2 67.79 22.63 2.221 RAINFALL INTENSITY AI'ID TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 303.51 253.20 COMPlJIED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) ~ 30351 TIME(MINlJIES) ~ 29.955 TOTALAREA(ACRES)~ 16233 ********************************.*.*************************..*..........*** FLOW PROCESS FROM NODE 105.00TONODE 106.00ISCODE~ 3 >>>>>COMPlTfE PIPEFLOW TRA VELTIt>.fE THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< t'11-\ 24 os b r-+ ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- L-IN[ DEPTH OF FLOW IN 48.0 INCH PIPE IS 385 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 28.1 UPSTREAM NODE ELEVATION = 1065.00 DOWNSTREAM NODE ELEV ATION ~ 1035.00 FLOWLENGTH(FEET) ~ 580.00 MANNlNGS N ~ .013 ESTIMATED PIPE DIAMETER(INCH) ~ 48.00 NUMBER OF PIPES ~ PIPEFLOW THRU SUBAREA(CFS) ~ 303.51 TRAVEL TIME(MlN.)~ 34 TC(MlN.)~ 3030 .............************.**................................*****..*****.... FLOW PROCESS FROM NODE 105.00 TO NODE 106.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< fl... Dlbss 0 - -------------------------------------------------------------------- ---------------------------------------------------------------------------- 100.00 YEAR RAINFALLINTENSITY(INCWHOUR) ~ 1.892 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMEl'.'T RUNOFF COEFFlCIEl'.'T ~ .8679 SUBAREAAREA(ACRES)~ 6.40 SUBAREARUNOFF(CFS)~ 1051 TOTALAREA(ACRES)~ 168.73 TOTALRUNOFF(CFS)~ 314.D3 TC(MIN) ~ 3030 ******......,................................*.................***..**....** FLOW PROCESS FROM NODE 106.00 TO NODE 107.00 IS CODE ~ 3 >>>>>COl-.fPlITE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER.ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 57.0 INCH PIPE IS 42.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) ~ 22.4 UPSTREAM NODE ELEVATION = 1635.00 DOWNSTREAM NODE ELEVATION ~ 1023.00 FLOWLENGTH(FEET) ~ 450.00 MANNlNGS N ~ .013 ESTIMATED PIPE DlMIETER(INCH) ~ 57.00 Nill.ffiER OF PIPES ~ PIPEFLOWTHRU SUBAREA(CFS) ~ 314.03 TRAVEL TL\1E(MlN.) ~ 33 TC(MlN.) ~ 30.63 ............................................................................ FLOW PROCESS FROM NODE 106.00 TO NODE 107.00 IS CODE ~ 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCWHOUR) ~ 1.881 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ~ .8678 SUBAREA AREA(ACRES) ~ 6.90 SUBAREA RUNOFF(CFS) ~ 11.26 s- ':;- Ii 11' { 1~ I I I I I I I I I I I I I I I I I I I AIU!.1\.1!.lUU :r1!.AKJ:J1!.V1!.LUr1!.J:J Page 8 TOTALAREA(ACRES)= 175.63 TOTALRUNOFF(CFS)= 325.29 TC(MIN) = 30.63 ***********************.***************.......**.**............**........... FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 3 >>>>>COMPUTE PIPEFLOW TRAVEL THvlE THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 72.0 INCH PIPE IS 58.5 INCHES PIPEFLOW VELOCITY(FEET/SEc.) = 13.2 UPSTREA.\1 NODE ELEVATION = 1023.00 OOWNSTREAMNODEELEVATION= 1016.00 FLOWLENGTH(FEET)= 1050.00 MANNlNGSN= .013 ESTIMATED PIPE DIAMETER(INCH) = 72.00 NUMBER OFPIPES = PIPEFLOW THRU SUBAREA(CFS) = 325.29 TRAVEL TIME(MIN.) = 132 TC(MIN.) = 31.96 ..................................****.....................**............... FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 8 >>>>>ADDITlON OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.838 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8673 SUBAREAAREA(ACRES)= 1430 SUBAREARllNOFF(CFS)= 22.79 TOTALAREA(ACRES)= 189.93 TOTAL RUNOFF(CFS) = 348.08 TC(MIN)= 31.96 -= END OF RATIONAL METHOD ANALYSIS E- b QI(.l~ :: 346 I~no !v1l.)lLrLl!f74 C ,J r{ rI",/ f'4..\v it. .. ./ 1."';) I I I I I I I I I I I I I I I I I I I SECTION 4 PM 24085 REMINGTON AVENUE HYDRAULIC ANALYSIS 1fo I I I I I I I I I I I I I I I I I I I REM/Al6-1b1Y AV,f c:::A'1~:i/ ~~/N -IN S4 & e& ~ :t II ' H J I-'-=- /. 2 -> -;:; = I. Z. USl ~IC:- LA Co. ,v0MOG-RA"'1 "LAic 2. G -OGS/ QIt. = ,g. f .'. c. B CAj!'AC,-r'd ::;:.q:: 3.4 L 'FaK L= c I ~ Q::: ~.4le') = 7/. if C!.-C's h::/2" STi\ 2/-t-OO CA\0H BASIN Rct\.1/N(;r/olU AIJ~ CA'TcH &4~/^, - PAltTll4l IN'T€-ltCfUP'w StU.'fi.T 5<..0,,/1 = 0, ~ "1 % D= 1.2' USII\lC:- \...4 CO. JuOMOb~AM P\",,,,"l$ Z.~-oGSJ t==OL v-J=' 2:/ ~ Qo:: 50-+ C;;s (tJOO-=' 4;,'.cK~!; 01.( qw:= 30.~Q.f,S A -r ST A 27-/-00 STA AT -' 0 / A ~ 10). I ~TfE.JLS![cf 1; 0'. R IS 1M IlJ c;-,6N 'T '- Q/o~:: 03.0 - 45',0::;- 27.10 (f,t)':. 5~..5~ _ 30.6;. Z. 7. 7 Q.~5 PLA-r~ ~ b- Of:S:5 USIN& LA co tJo/IAob4..... w::: 14/ "\1. fI rI [I I I tl I I :1 'I t::. [I il II II !I :1 I I I Rf""\1 NG-iGKi ;'Vr{ C, IS. D 0.1 IS 3.5 IS 28 0.2 38 0.3 48 0.4 58 S8 78 88 w S~~ 0~4"" 10 S> 0.4.1. S~ 0.4~. Q. 3.02 Wo.e Q- 3.12Wo.e' D'" Q. Quonllty (c. f. I.) Intercepted by catch bOlln W- Width (f.et) of catch balin openln9 D. Depth of flow (het) above normal 9utter flow IIn. S - Slope of Street Note: Information baud upon r..ultl of hydraulic model Itudl.. made by the Bureau of En9lneerin9. City of LOI Angel.. (Ref. - Office Standard NO. 108) D~ J,L 2.0 I INLET CAPACITY OF CATCH PARTIAL Plate 2.6-0653 BASIN NO.9 CURB OPENING INTERCEPTION '1<t> I I================~~~;~~~~~~;;;~~=~~~;~~~~~;;~~;;~=================== ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 1<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 1 (C) Copyright 1982,1986 Advanced Engineering Software [AES] Especially prepared for: 1 NESTE, BRUDIN & STONE, INC, <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 1--------------------------------------------------------------------------- <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 1 Advanced Engineering Software [AES] SERIAL No. 106121 VER. 2.3C RELEASE DATE: 2/20/86 1<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I*********DESCRIPTION OF * REMINGTON AVE. CULVERT RESULTS******************************************** AT STA38+S8.61 * * 1 USE 301/ Rc..P COAJIVtzC\()~ f',PI2. CE G::. 0.0140 * **************************************************************************** 1*************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< 1 PIPE SLOPE (FEET/FEET) = .0140 PIPEFLOW(CFS) = 37.10 G/oo MANNINGS FRICTION FACTOR = .013000 >>>>>SOFFIT-FLOW PIPE DIAMETER(FEET) = 2.260 US E- 3o'! Rc P 1 I*********DESCRIPTION OF RESULTS******************************************** REMINGTON AVE. STA 27+00 CULVERT * * HLC SEPT. 23, 1996 * 1 U5ff- 36/1 R.c.f' @ 5:::. O.OZOO * *************************************************************************** 1*************************************************************************** >>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< PIPE SLOPE (FEET/FEET) = .0200 1 PIPEFLOW (CFS) = 46.00 QIOO MANNINGS FRICTION FACTOR = .013000 >>>>>SOFFIT-FLOW PIPE DIAMETER(FEET) = 2.292 1=========================================================================== II 11\ I I I I I I I I I I I I I I I I I I I SECTION 5 PM 24085 LINE "A" STORM DRAIN & INTERIM EARTHEN CHANNEL HYDRAULIC ANAL YSIS ~ I I I I I I I I I I I I I I I I I '" ~ o " " o 7' i': z ?;: ;0: " '" ~ '" "' c '" ~l' " ...... <~ (')~ :j::. tn VI ~"'" ~ ~ ~ ~ "00 0" 1"\ ,...... ~cO f-'.f-'. o , , W " ~ 0< o 0 "0" '< " " e. e.o '.c ;:J , ~o 0'< Q. ~ 00 '< " 0" H' <cO H 0 ~H '" 0 0" '" ~O - 0 C H, ~~ "''< '" - :P ~& ~~ '" e. ->0 " HQ ~" "''' ~" "'< o 0 " " e. " w ~ ~O , Z c 3 o . " '" w , ~ N H ~ ~ ~ ~ rn N ~ '" '" OH C , ~"O "0 C C ~ ~ ~ ~ ". e. H HO . 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XO ~ ~ ~ ~ ~ ~ ~ N N N N>!- xn 0000* P OOOOOOONNNN+);> . r-" * t"' *z .Z *0 *0 ;~ :~ WW* WWWW~W www. *0 *0 N N *M N N N N U'1 N m m m *t'1 ~ 01 .'U ~ ~ u' ~ 0 m m ~ w '+'U *>-3 *r'l *::r: *::r: * * * t:l X >!- o::r: 6 6 6 ~* HC"l 6 ~ ~ ~ 6 6 6 ~ U'1 ~ 01* H0 >!- p>-3 * P 0-'1 U'1 U'1 U'1 0'1*' 01 U'1 U'1 U'1 U'1 01 U'1 0 0 0 0* , o 0 0 0* 0 0 0 0 0 0 0 0 0 0 0+ * * * * + H ro * H ro * OP + O~ * UJ >!- UJ * Z t'1 >I- Z t'1 o 0 0 0.. 0' 0 0 0 0 0 0 0 0 0 0 0>1- 0' 0000* 00000000000>1- * . * * * * >I- N N . . . . .. .......... >!- N N 0000000+;:0 r-" 0000000000000000000000*;:0 t"' 0000000* 0000000000000000000000* * . * 'U 'U * 'U * HZ P >I- HZ o 0 0 0* MO Q 0 0 0 0 0 0 0 0 0 0 0* MO * ;:0 M * ;:0 * * .. ):< >!- );> '+ < * < * ro >!- to o 000 "IJ N 0 0 0 0 0 0 0 0 0 0 0 'U o 0 0 0;:0 000 0 0 0 0 0 0 0 0 ;:0 ~$ I I .. ., I ==================.========================================================== I HYDRAULIC ELEMENTS - I PROGRAM PACKAGE ============================================================================ 1<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyright 1982,1986 Advanced Engineering Software [AES] 1 Especially prepared for: NESTE, BRUDIN & STONE, INC. 1<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> I:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Advanced Engineering Software [AES] SERIAL No. 106121 RELEASE DATE: 2/20/86 I VER. 2.3C Ir<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> t*********DESCRIPTION OF RESULTS******************************************** EARTHEN CHANNEL AT REMINGTON SLOPE=0.0100 * * * ~**************************************************************************: 1**************************************************************************** GRADUALLY VARIED FLOW PROFILE INPUT INFORMATION: ---------------------------------------------------------------------------- I I I CONSTANT CHANNEL SLOPE(FEET/FEET) = CHANNEL LENGTH(FEET) = 400.00 CONSTANT CHANNEL FLOW(CFS) = 245,00 CONSTANT CHANNEL FRICTION FACTOR(MANNING) ASSUMED CHANNEL CONTROL DEPTH(FEET) = MAXIMUM NUMBER OF INTERVALS IN PROFILE = CONSTANT CHANNEL BASEWIDTH(FEET) = CONSTANT CHANNEL "Z" FACTOR = NORMAL DEPTH (FEET) = 2.59 CRITICAL DEPTH(FEET) = 2.48 .010000 = .030000 .00 10 8.00 2.0000 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I I I I DOWNSTREAM CONTROL ASSUMED DEPTH(FT) = 2.48 =========================================================================== GRADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: 1_-------------------------------------------------------------------------- DISTANCE FROM FLOWDEPTH VELOCITY SPECIFIC PRESSURE+ CONTROL (FT) (FT) (FT/SEC) ENERGY (FT) MOMENTUM (POUNDS) .000 2.484 7.603 3.382 5788,77 .049 2.495 7.558 3.382 5788.93 .213 2.505 7.514 3.383 5789.41 .524 2.516 7.470 3.383 5790.22 1.028 2.527 7.427 3.384 5791.35 1.793 2.537 7.384 3.384 5792.80 2.938 2,548 7.341 3.385 5794.56 4.682 2.558 7.299 3.386 5796.64 €A 1 1 7.513 12.977 80.492 2.569 2.580 2.590 7.257 7.215 7,174 3.387 3.388 3.390 5799.03 5801. 73 5804.74 'I:*********DESCRIPTION OF RESULTS******************************************** EARTHEN CH. REMINGTON AT S=0.05 * * * -It**************************************************************************: '(*************************************************************************** GRADUALLY VARIED FLOW PROFILE INPUT INFORMATION: ---------------------------------------------------------------------------- CONSTANT CHANNEL SLOPE(FEET!FEET) = .050000 CHANNEL LENGTH (FEET) = 400.00 CONSTANT CHANNEL FLOW(CFS) = 245.00 CONSTANT CHANNEL FRICTION FACTOR (MANNING) = ASSUMED CHANNEL CONTROL DEPTH(FEET) = MAXIMUM NUMBER OF INTERVALS IN PROFILE = CONSTANT CHANNEL BASEWIDTH(FEET) = CONSTANT CHANNEL "2" FACTOR = NORMAL DEPTH(FEET) = 1.69 CRITICAL DEPTH(FEET) = 2.48 .I(:::~~~~~~~:~~~~~~~:~~~~~~:~~~~~~~~~:::::::~:~~::::::::::::::::::::::::::: GRADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: -1--------------------------------------------------------------------------- _ DISTANCE FROM FLOWDEPTH VELOCITY SPECIFIC PRESSURE+ CONTROL (FT) (FT) (FT!SEC) ENERGY (FT) MOMENTUM (POUNDS) .000 2.484 7.603 3.382 5788.77 .129 2.405 7.951 3.387 5798.14 .560 2.325 8.326 3.402 5826.92 1.378 2,246 8.730 3.430 5876,38 2.713 2,167 9.166 3.472 5947.95 4.761 2.087 9.639 3.531 6043.34 7.852 2.008 10.152 3.609 6164.52 12.606 1.928 10.712 3.711 6313.83 20.404 1.849 11,323 3.841 6494.04 35.635 1.770 11.994 4.005 6708.42 I 284.139 1.690 12.732 4.209 6960,89 =========================================================================== '1 I I I II I I I '1 '1 I .030000 .00 10 8.00 2.0000 ~~