Loading...
HomeMy WebLinkAboutDrainage Study Aug. 1996 ,I I I I I I I I I I I I I I I I I I I I PARCEL MAP 24085 DRAINAGE-STUDY SUPPLEMENT TO AD 155 REPORT DATED 6/5/87 ~!fl~," ;~~~,~""..-.~ -.~,~~;~~ Prepared For: WESTSIDE CITY I, LLC Prepared By: HLC 39281 Via Cadiz Murrieta, CA 92563 (909) 676-6225 August 1996 \ I I t I I I I I I t I I I 'I I I I I I PARCEL MAP 24085 DRAINAGE STUDY SUPPLEMENT TO AD 155 REPORT DATED 6/5/87 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 review the existing and proposed AD 155 storm drain improvement and amend the improvements as needed to protect any future building sites within the Parcel Map 24085 development. HYDROLOGY SUMMARY ZEVO DRIVE The revised hydrology for this area estimated a 100 year storm of runoff of214.65 efs versus the AD 155 and Parcel Map 21383 estimated 100 year storm runoff of 216.7 efs. No revisions to existing storm drain improvements will be required. WINCHESTER ROAD The storm drain improvement plans for Parcel Map 21383 from Calle Patron northerly to Remington Ave. will be required to be revised from the design 48-inch pipe to a slightly larger diameter to adequately convey the estimated 209 cfs rather than the 171 cfs design flow. Precise storm drain size shall be determine during final design. REMINGTON A VENUFJDIAZ ROAD No storm drain improvement at this time are determined to be needed for the development of Parcel Map 24085. 7,. I I I I I) I f I I I I 1\ I II I I' I ;1 I AREAA&B 100 YEAR STORM :3 ,I t I~ I , U I ,I , I i f I , I I I .1..' I PARCEL M24085 AREAA&B 100 YEAR STORM RATIONAL METHOD HYDROLOGY COMPUI'ER PROGRAM BASED ON RIVERSIDE COUNfY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<:>>~>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyrigbll982,1986 AdvancedEngineeriog Software [ABS] Especially ptepllled for: NBSlLOWERY ENGINEERS & PLANNERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> **********[)ESCRIPTI()NOFRESlT.LTS******************************************** *looYEARSTORMAREAA&B * *ruLY 17, 1996 FILE:AREA-ABPR1NT AREA-AB.RES * * PREPARED BY: HLC * ............................................................................ USER SPECIFIED HYDROLOGY AND HYDRAlT.LIC MODEL INFORMATl()N: USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRlCTI()N SLOPE = .90 10- YEAR STORM 10-M1NUTE INTENSITY(INCH/HOUR) = 2.360 . 10- YEAR STORM 60-M1NUTE \NTENSITY(lNCH/HOUR) = .880 100- YEAR STORM 1O-M1NUTE INTENSITY(lNCH/HOUR) = 3.480 loo-YEAR STORM 60-M1NUTE INTENSITY(lNCH/HOUR) = 1.300 SLOPE OF 10-YEAR INTENSITY -DURATION CURVE = .5505732 SLOPE OF loo-YEAR\NTENSITY-DURATlON CURVE = .5495536 C()MPUTED RAlNF ALL INTENSITY DATA:. STORM EVENT = 100.00 I-H()UR \NTENSITY(lNCH/HOUR) = 1.3000 SLOPE OF INTENSITY DURATION CURVE = .5496 RCFC&WCD HYDROLOGY MANUAL "C".V ALUES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<0->>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [ABS] SERIAL No. 100971 VER. 3.3C RELEASE DATE: 2120186 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<0>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ............................................................................ FL()W PROCESS FROM NODE 15.\0 TO NODE 15.00 IS CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED 1N1TIAL SUBAREA UNIFORM A.v PAGE 1 I , r I I I 1\ I I II, i , I 1 I I I ,II I PARCEL M240S5 AREAA&B 100 YEAR STORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC = K*[(LENGTH**3)1(ELEVATION CHANGE)}**.2 INITIAL SUBAREA FLOW-LENGTH = 650.00 UPSTREAMELEVATION= 1430.00 DOWNSTREAM ELEVATION = 1189.00 ELEVATION DIFFERENCE = 241.00 TC = .937*[( 650.00**3)1( 241.00)].*.2 = 15.250 '., 100.00 YEAR RAlNF ALL 1NTENSITY(lNCHlHOUR) = 2.760 SOIL CLASS1F1CATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFF1ClliNT = .7752 SUBAREA RUNOFF(CFS) = 11.55 TOTAL AREA(ACRES) = 5.40 TOTAL RUNOFF(CFS) = 11.s5 ............................................................................ FLOWPROCESSFROMNODE 15.00TONODE 15.20 IS CODE = 4 ---..----..---..--..----..--..--..-.......... >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPEClFlED P\PESIZE<<<<< DEPTH OF FLOW IN 18.0 INCH PIPE IS 5.2INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 27.4 UPSTREAM NODE ELEVATION = 1289.00 DOWNSTREAMNODEELEVATION= 1146.00 FLOWLENGTH(FEET) = 350.00 MANN\NGS N = .013 GIVEN PIPE D1AMETER(lNCH) = 18.00 NUMBER OF PIPES = I PIPEFLOW THRU SUBAREA(CFS) = 11.55 TRAVEL T1ME(M1N.) = .21 TC(MlN.)= 15.46 ............................................................................ FLOW PROCESS FROM NODE 15.20 TO NODE 15.30 IS CODE = 6 >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 1145.50 DOWNSTREAMELEVATION= 1144.60 STREET LENGTH(FEET) = 540.00 CURB HEIGTH(lNCHES) = 8. STREET HALFWIDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 16.00 \NTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSF ALL(DEC1MAL) = .020 SPEC1F1ED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 *.TRA VELTIME COMPUfED USING MEAN FLOW(CFS) = 23.73 STREETFLOW MODEL RESULTS: NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION TI1AT NEGLmLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. TI1AT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOWDEPTH(FEET) = .69 HALFSTREET FLOODWIDTH(FEET) = 26.50 AVERAGE FLOW VELOCITY(FEETISEC.) = 1.65 PRODUCT OF DEPTH& VELOCITY = 1.13 STREETFLOW TRA VELTIME(M\N) = 5.47 TC(M1N) = 20.93 PAGE 2 5 ,I ! , .---. II a t i t , I ,I I " '-J >> I I I I I I PARCEL M24085 AREAA&B 100 YEAR STORM 100.00 YEARRA1NFALL INTENSITY(\NCHlHOUR) = 2.319 SOIL CLASSlFlCATION IS -a" 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: DEPTII(FEET) =.77 HALFSTREET FLOODWIDTH(FEET) = 30.S0 FLOW VELOCITY(FEET/SEC.) = 1.89 DEPTH. VELOCITY = 1.4S **.......................................................................... FLOWPROCESSFROMNODE IS.30TONODE IS.30ISCODE= I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MINUTES) = 20.93 RA1NF ALL INTENSITY (INCH./HOUR) = 2.32 TOTAL STREAM AREA (ACRES) = 17.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 3S.82 ............................................................................ FLOW PROCESS FROM NODE . 12.10TONODE 12.00 IS CODE = 2 ...---..----......-.............-...........---------...---- >>>>>RATlONAL METHOD 1N1TIAL SUBAREA ANAL YSIS<<<<< ASSUMED 1N1TIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC;' K.[(LENGTH..3)1(ELEVATlON CHANGE)]...2 IN\TIAL SUBAREA FLOW-LENGTH = 2S0.00 UPSTREAM ELEVATION = 1680.00 DOWNSTREAM ELEVATION = 1480.00 ELEVATION DIFFERENCE = 200.00 TC = .937.[( 2S0.00..3)1( 200.00)]...2 = 8.922 100.00 YEAR RA1NFALLINTENSITY(INCHlHOUR) = 3.70S SOIL CLASSIFICATION IS"D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .8036 SUBAREA RUNOFF(CFS) = 9.S3 TOTAL AREA(ACRES) = 3.20 TOTAL RUNOFF(CFS) = 9.53 ......~..........*.......................................................... FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 5 -..--..--.-..-----....-..-..--..-....-.....-..--..--..... >>>>>COMPBTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1480.00 DOWNSTREAM NODE ELEVATION = 1300.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 280.00 CHANNEL BASE(FEET) = 30.00 "Z" FACTOR = 5.000 MANN1NGS FACTOR = .03S MAXIMUM DEPTII(FEET) = 2.00 CHANNEL FLOW THRU SUBAREA(CFS) = 9.S3 FLOW VELOCITY(FEET/SEC) = 6.72 FLOW DEPTII(FEET) = .05 TRAVEL TIME(M1N.) = . .69 TC(MIN.) = 9.62 ~ PAGE 3 ,I I jl I I' :1 1 I I I ,i 1 j 1 -' I 'J f I, I PARCEL M24085 AREAA&B 100 YEAR STORM ............................................................................ FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 8 >>>>>ADDmON OF SUBAREA TO MA1NLINEPEAK FLOW<<<<< 100.00 YEAR RA1NF ALL 1NTENSITY(lNCHlHOUR)= 3.556 SOIL CLASSIFICATION IS "0" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT =.8000 SUBAREAAREA(ACRES)= 5.00 SUBAREARUNOFF(CFS)= 14.22 TOTALAREA(ACRES)= g.20 TOTALRUNOFF(CFS)= 23.75 TC(MIN) = 9.62 ............................................................................ FLOWPROCESSFROMNODE 13.00TONODE 14.00 IS CODE = 5 -----...-.---...--..-.......-.--.- >>>>>COMPUfE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VEL TIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1300.00 DOWNSTREAM NODE ELEVATION = 1210.00 CHANNEL LENGlH THRU SUBAREA(FEET) = 200.00 CHANNEL BASE(FEET) = 20.00 "Z" FACTOR = 4.000 MANN1NGSFACTOR= .035 MAXIMUMDEPTH(FEET)= 2.00 CHANNEL FLOW THRU SUBAREA(CFS) = 23.75 FLOW VELOCITY(FEETISEC) = 8.21 FLOW DEP'rH(FEET) = .14 TRAVEL TIME(MIN.)= .41 TC(MlN.)= 10.02 ............................................................................ FLOWPROCESSFROMNODE 13.00TONODE 14.00 IS CODE = 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RA1NF ALL 1NTENSITY(lNCHlHOUR) = 3.476 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7980 SUBAREAAREA(ACRES)= 3.40 SUBAREARUNOFF(CFS)= 9.43 TOTAL AREA(ACRES) = \l.6O TOTAL RUNOFF(CFS) = 33.\8 TC(MIN) = 10.02 ............................................................................ FLOWPROCESSFROMNODE 14.00TONODE 15.30 IS CODE = 3 >>>>>COMPUfE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 29.3 UPSTREAMNODEELEVATION= 1220.00 DOWNSTREAM NODE ELEVATION = 1169.00 FLOWLENGlH(FEET)= 220.00 MANN1NGSN= .013 ESTIMATED PIPE DIAMETER(lNCH) = 18.00 NUMBER OF PIPES = I P1PEFLOW THRU SUBAREA(CFS) = 33.18 TRAVEL TIME(MIN.)= .13 TC(MlN.)= 10.15 PAGE 4 "'\. I I, -~ I i t 'i ' , 1 I I I) ,I t j /1 I 1 I ~) I PARCEL M24085 AREAA&B 100 YEAR STORM ............................................................................ FLOWPROCESSFROMNODE 14.ooTONODE 15.30ISCODE= I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 10.15 RAINFALL INTENSITY (lNCH.IHOUR) = 3.45 TOTAL STREAM AREA (ACRES) = 11.60 TOTAL STREAMRUNOFF(CFS) AT CONFLUENCE = 33.18 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (lNCHlHOUR) .-........---..-----..-----..----......---..... I 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. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 58.10 50.54 COMPUfED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 58.10 T1ME(M1NUTES) = 20.933 TOTALAREA(ACRES)= 29.00 ............................................................................ FLOW PROCESS FROM NODE 15.30TONODE 15.40 IS CODE = 4 --..-..----...---..-----..----......--- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER.SPEC1F1ED PIPESlZE<<<<< DEPTH OF FLOW IN 48.0 INCH PIPE IS 18.3 INCHES PIPEFLOW VELOCITY(FEETISEC.) = 13.2 UPSTREAM NODE ELEVATION = 1145.00 DOWNSTREAM NODE ELEVATION = 1133.60 FLOWLENOTH(FEET)= 600.00 MANN1NOSN= .013 GIVEN PIPE D1AMETER(1NCH) = 48.00 NUMBER OF PIPES = I P1PEFLOW THRU SUBAREA(CFS) = 58.10 TRAVEL TlME(M\N.)= .76 TC(MIN.) = 21.69 ............................................................................ FLOW PROCESS FROM NODE 15.30 TO NODE 15.40 IS CODE = 8 >>>>>ADDmON OF SUBAREA TO MAlNL\NE PEAK FLOW<<<<< . 100.00 YEAR RAINFALL INTENSITY(lNCHlHOUR) = 2.274 SOn. CLASSIFICATION IS "B" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .6161 SUBAREAAREA(ACRES)= 7.40 SUBAREARUNOFF(CFS)= 10.37 TOTALAREA(ACRES)= 36.40 TOTALRUNOFF(CFS)= 68.47 TC(M\N) = 21.69 PAGE,5 ~ I I , j' I 1 i I I I J t I I I I I I I i PARCEL M24085 AREAA&B 100 YEAR STORM ............................................................................ FLOW PROCESS FROM NODE 15.30 TO NODE 15.40 IS CODE = I -"--.."'----------..--...-- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MINtITES) = 21.69 RAINFALL INTENSITY (lNCH./HOUR) = 2.27 TOTAL STREAM AREA (ACRES) = 36.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 68.47 ............................................................................ FLOW PROCESS FROM NODE 22.10 TO NODE 22.00 IS CODE = 2 -----..--..----..----..-..-------....---- >>>>>RATlONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED lNlTIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH GOOD COVER TC = K*[(LENGlH**3)/(ELEVATION CHANGE)]**.2 lNlTIAL SUBAREA FLOW-LENGlH = 750.00 UPSTREAMELEVATION= 1600.00 OOWNSTREAM ELEVATION = 1300.00 ELEVATION DIFFERENCE = 300.00 TC = .937*[( 750.00**3)1( 300.00)]**.2 = 15.905 , 100.00 YEAR RAINFALL INTENSITY(lNCHlHOUR) = 2.697 SOIL CLASSlFlCATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7727 SUBAREA RUNOFF(CFS) = 6.88 TOTALAREA(ACRES)= 3.30 TOTALRUNOFF(CFS)= 6.88 ............................................................................ FLOWPROCESSFROMNODE 22.ooTONODE 23.00 IS CODE = 5 ....-....-------------..------.....---..-------- >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1300.00 OOWNSTREAM NODE ELEVATION = 1200.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 600.00 CHANNEL BASE(FEET) = 20.00 "Z" FACTOR = 5.000 MANN1NGSFACTOR= .035 MAXIMUMDEPTH(FEET)= 5.00 CHANNEL FLOW THRU SUBAREA(CFS) = 6.88 FLOWVELOCITY(FEETISEC)= 3.44 FLOWDEPTH(FEET)= .10 TRAVEL TIME(MIN.) = 2.91 TC(MIN.)= 18.82 ............................................................................ FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 8 ------------..-...............------......------------.. >>>>>ADDITION OF SUBAREA TO MAlNLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(lNCHlHOUR) = 2.459 SOIL CLASSrnCATION IS "0" <\ PAGE 6 I 11\ j~) I I I t I I Ii i I I, I I 1 I I I PARCEL M24085 AREAA&B 100 YEAR STORM UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7622 SUBAREA AREA(ACRES) = 8.30 SUBAREA RUNOFF(CFS) = 15.56 TOTAL AREA(ACRES) = 11.60 TOTAL RUNOFF(CFS) = 22.43 TC(MIN) = 18.82 .................*........................**..~~.*.......................... FLOWPROCESSFROMNODE 23.00TONODE 15.40 IS CODE = 4 --------------..-------....----- >>>>>COMPUTE PIPEFLOW TRAVELTIME lHRU SUBAREA<<<<< >>>>>USING USER.SPEClF1ED PIPESIZE<<<<< DEPTH OF FLOW IN 42.0 INCH PIPE IS 6.6INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 23.0 UPSTREAM NODE ELEVATION = 1200.00 DOWNSTREAM NODE ELEVATION = 1133.70 FLOWLENGTH(FEET)= 350.00 MANNlNGSN= .013 GIVEN PIPE D\AMETER(lNCH) = 42.00 NUMBER OF PIPES = I PlPEFLOW lHRU SUBAREA(CFS) = 22.43 TRAVEL T\ME(MlN.) = .25 TC(MIN.)= 19.07 ............................................................................ FLOWPROCESSFROMNODE 23.00TONODE 15.40 IS CODE = I -............-------------....------..---------.... >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MlNUTES) = 19.07 RAINFALL INTENSITY (INCH./HOUR) = 2.44 TOTAL STREAM AREA (ACRES) = 11.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 22.43 ............................................................................ FLOW PROCESS FROM NODE 18.\0 TO NODE 18.00 IS CODE = 2 --..-----......----....---.....---....------- >>>>>RATIONAL METIlOD 1NlTIAL SUBAREA ANAL YSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WlTII GOOD COVER TC = K.[(LENGTH*.3)1(ELEV ATION CHANGEW..2 1NlTIAL SUBAREA FLOW-LENGTH = 700.00 UPSTREAM ELEVATION = 1800.00 DOWNSTREAM ELEVATION = 1490.00 ELEVATIONDIFFERENCE= 310.00 TC = .937.[( 700.00..3)/( 310.00W..2 = 15.160 100.00 YEAR RAINFALL INTENSITY(lNCHlHOUR) = 2.769 SOIL CLASSlFlCATION IS "0" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7755 SUBAREA RUNOFF(CFS) = 16.75 TOTAL AREA(ACRES) = 7.80 TOTALRUNOFF(CFS)= 16.75 ............................................................................ FLOW PROCESS FROM NODE 18.00TONODE 19.00 IS CODE = 5 ---..----..........-......-..---....-....-..--....-.......-...........-......- \'0 PAGE 7 I I t 'I I II I, t i I I f' t I I i I I I I PARCEL M24085 AREAA&B 100 YEAR STORM >>>>>COMPUTE TRAPFZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTIME TIIRU SUBAREA<<<<< UPSTREAMNODEELEVATION= 1490.00 DOWNSTREAM NODE ELEVATION = 1400.00 CHANNEL LENGTH TIIRU SUBAREA(FEET) = 250.00 CHANNEL BASE(FEET) = 10.00 "Z" FACTOR = 4.000 MANNINGS FACTOR = .035 MAXIMUM DEPTH(FEET) = 2.00 CHANNEL FLOW TIIRU SUBAREA(CFS) = 16.75 FLOWVELOCITY(FEET/SEC)= 7.63 FLOWDEPTH(FEET)= .20 TRAVEL TIME(MIN.) = .55 TC(MIN.)= 15.71 ............................................................................ FLOW PROCESS FROM NODE 18.00TONODE 19.00ISCODE= 8 >>>>>ADDmON OF SUBAREA TO MAINLINE PEAKFLOW<<<<< 100.00 YEAR RAINFALL 1NTENSITY(lNCHlHOUR) = 2.715 .SOIL CLASSlFlCATION IS "0" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7734 SUB~ AREA(ACRES) = 4.00 SUBAREA RUNOFF(CFS) = 8.40 TOTALAREA(ACRES)= 11.80 TOTALRUNOFF(CFS)= 25.15 TC(MIN) = 15.71 - ............................................................................ FLOWPROCESSFROMNODE 19.00TONODE 20.ooISCODE= 5 >>>>>COMPUfE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTIME TIIRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1400.00 DOWNSTREAM NODE ELEVATION = 1300.00 CHANNEL LENGrn TIIRU SUBAREA(FEET) = 350.00 CHANNEL BASE(FEET) = 10.00 "Z" FACTOR = 5.000 MANNINGS FACTOR = .035 MAXIMUM DEPTH(FEET) = 2.00 CHANNEL FLOW TIIRU SUBAREA(CFS) = 25.15 FLOW VELOCITY(FEET/SEC) = 8.36 FLOW DEPTH(FEET) = .27 TRAVEL TIME(MlN.) = .70 TC(MIN.) = 16.40 ............................................................................ FLOWPROCESSFROMNODE 19.00TONODE 20.00ISCODE= 8 >>>>>ADDmON OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL 1NTENSITY(lNCHlHOUR) = 2.651 SOIL CLASSlFlCATION IS "0" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7708 SUBAREA AREA(ACRES) = 4.30 SUBAREA RUNOFF(CFS) = 8.79 TOTALAREA(ACRES)= 16.10 TOTALRUNOFF(CFS)= 33.93 TC(MIN) = 16.40 ............................................................................ FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 5 \\ PAGE 8 I t i~) I I I I I I 11 j" I j 'I I I I I.' I PARCEL M24085 AREAA&B 100 YEAR STORM >>>>>COMPUfE TR.AI'IlZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1300.00 DOWNSTREAM NODE ELEVATION = 1210.00 CHANNEL LENGTH THRU SUBAREA(FEEn = 700.00 CHANNELBASE(FEEn= 10.00 "Z"FACTOR= 4.000 MANNINGSFACTOR= .035 MAXIMUMDEPTH(FEEn= 4.00 CHANNEL FLOW THRU SUBAREA(CFS) = 33.93 FLOWVELOCITY(FEET/SEC)= 7.51 FLOWDEPTH(FEEn= .39 TRAVEL TIME(M\N.)= \.55 TC(MIN.)= 17.96 ............................................................................ FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 8 ..---..... >>>>>ADDmON OF SUBAREA TO MAlNLlNE PEAK FLOW<<<<< 100.00 YEAR RAlNF ALL lNTENSITY(lNCHlHOUR) = 2.523 SOIL CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7652 SUBAREA AREA(ACRES) = . 4.30 SUBAREA RUNOFF(CFS) = 8.30 TOTALAREA(ACRES) = 20.40 TOTAL ItUNOFF(CFS) = 42.23 TC(MIN)= 17.96 .............~.............................................................. FLOW PROCESS FROM NODE 21.00 TO NODE 15.40 IS CODE = 4 --------..-..--- >>>>>COMPUfE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPEC1FlED PIPESlZE<<<<< DEPTIi OF FLOW IN 42.0 INCH PIPE IS 9.6INCHES P1PEFLOW VELOCITY(FEET/SEC.) = 25.6 UPSTREAM NODE ELEVATION = 1210.00 DOWNSTREAM NODE ELEVATION = 1141.90 FLOWLENGTH(FEEn = 450.00 MANNINGS N = .013 GIVEN PIPE D1AMETER(lNCH) = 42,00 NUMBER OF PIPES = I PIPEFLOW THRU SUBAREA(CFS) = 42.23 TRAVELTIME(M\N.)= .29 TC(MIN.)= 18.25 ............................................................................ FLOW PROCESS FROM NODE 21.00 TO NODE 15.40 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MlNUTES) = 18.25 RAlNF ALL INTENSITY (lNCH./HOUR) = 2.50 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 PAGE 9 \t... J j ,..., I' I - I I ; -~ I , I I J.e i I ,... t: _ I I c. . '.~ . r . I , , I , . PARCEL M24085 AREAA&B 100 YEAR STORM ---..----.-.-......----- >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED 1N1TIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITII GOOD COVER TC = K.[(LENGTH..3)/(ELEV ATION CHANGEW..2 1N1TIAL SUBAREA FLOW.LENGTH = 1000.00 UPSTREAMELEVATION= 1739.50 DOWNSTREAM ELEVATION = 1580.00 ELEVATIOND1FFERENCE= 159.50 TC = .937.[( 1000.00..3)/( 159.50)]...2 = 21.447 100.00 YEAR RA1NF ALL INTENSITY(INCHlHOUR) = 2.288 SOIL CLASSlFlCATlON IS "0" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7536 SUBAREARUNOFF(CFS)= 11.21 TOTALAREA(ACRES)= 6.50 TOTALRUNOFF(CFS)= 11.21 ............................................................................ FLOW PROCESS FROM NODE 28.00 TO NODE 27.00 IS CODE = 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VELTIME TIIRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 1580.00 DOWNSTREAM NODE ELEVATION = 1300.00 CHANNEL LENGTH TIIRU SUBAREA(FEET) = 1000.00 CHANNEL BASE(FEET) = 25.00 "Z" FACTOR = 5.000 MANN1NGSFACTOR= .035 MAXlMUMDEPTH(FEET)= 5.00 CHANNEL FLOW T1lRU SUBAREA(CFS) = 11.21 FLOW VELOCITY(FEET/SEC) = 4.50 FLOW DEPllI(FEET) = .10 TRAVEL TIME(MlN.)= 3.70 TC(MIN.)= 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 RA1NF ALL 1NTENSITY(INCHlHOUR) = 2.096 SOIL CLASSIFICATION IS "0" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7426 SUBAREA AREA(ACRES) = 29.70 SUBAREA RUNOFF(CFS) = 46.23 TOTAL AREA(ACRES) = 36.20 TOTAL RUNOFF(CFS) = 57.44 TC(MIN) = 25.15 ............................................................................ FLOWPROCESSFROMNODE 27.00TONODE 35.00 IS CODE = 5 >>>>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRA VEL TIME TIIRU SUBAREA<<<<< UPSTREAM NODE ELEV ATlON = 1300.00 DOWNSTREAM NODE ELEVATION = 1166.00 CHANNEL LENGTH TIIRU SUBAREA(FEET) = 1000.00 CHANNEL BASE(FEET) = 25.00 "Z" FACTOR = 4.000 PAGE 10 \:? PARCEL M24085 AREAA&B 100 YEAR STORM MANN1NGSFACTOR= .035 MAXIMUMDEPTH(FEED= S.OO CHANNEL FLOW TIlRU SUBAREA(CFS) = S7.44 FLOW VELOCITY(FEETISEC) = 6.S7 FLOW DEPTH(FEED = .33 TRAVEL TIME(M1N.)= 2.S4 TC(MIN.) = 27.68 ..............................................**............................ FLOW PROCESS FROM NODE 27.00 TO NODE 3S.OO IS CODE = 8 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEARRA1NF ALL INTENSITY(lNCHlHOUR) = 1.989 SOIL CLASSIFICATION IS "DO UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .73S6 SUBAREAAREA(ACRES)= 13.00 SUBAREARUNOFF(CFS)= 19.02 TOTALAREA(ACRES)= 49.20 TOTALRUNOFF(CFS)= 76.46 TC(MIN) = 27.68 ............................................................................ FLOWPROCESSFROMNODE 3S.ooTONODE IS.40ISCODE= I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 4 ARE: TIME OF CONCENTRATION(MINUTES) = 21.68 RAINFALL INTENSITY (INCHJHOUR) = 1.99 TOTAL STREAM AREA (ACRES) = 49.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 76.46 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCHlHOUR) I 68.47 21.69 2.214 2 22.43 19.07 2.441 3 42.23 18.2S 2.Soo 4 16.46 27.68 1.989 RA1NF ALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 4 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 187.69 176.S1 171.71 188.21 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 188.21 TIME(MINUTES) = 27.68S TOTAL AREA(ACRES) = 111.60 ............................................................................ FLOW PROCESS FROM NODE IS.40 TO NODE IS.sO IS CODE = 4 >>>>>COMPUTE PIPEFLOW TRAVELTIME TIlRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE<<<<< DEPTH OF FLOW IN 48.0 INCH PIPE IS 26.3 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 26.6 \A. PAGE 11 I J i) I I I I I I I I I I I I I I I I) I PARCEL M240S5 AREAA&B 100 YEAR STORM UPSTREAM NODE ELEVATION = 1133.50 DOWNSTREAM NODE ELEVATION = 1085.90 FLOWLENGTII(FEET) = 850.00 MANNINGS N m .013 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = I PIPEFLOW THRU SUBAREA(CFS) = 188.21 TRAVEL TIME(M\N.) = .53 TC(M\N.) = 28.22 ............................................................................ FLOW PROCESS FROM NODE 15.40 TO NODE 15.50 IS CODE = 8 >>>>>ADDmON OF SUBAREA TO MAINLINE PEAKFLOW<<<<< Af!.F...A _A PAl ltO 1'\. .pi\! '2-1 &a3 S.D, jleSI-SeD RltL 17/. 4 Cl~S. 'P\fll. I 5) z.1t. M~ BIZ. ItEQ D 7"'0 Bit I "IC~JA.tIe!l. "THIS wll\ l?Jf: D~It"'(ntl ........................................~.....................................or,- rl A...l1'( 01fS:fJ../ .. FLOW PROCESS FROM NODE 5.ooTONODE 4.ooISCODE=' 2 nIt.. r~ e,{CI\t.r ._.._.___________...._______._._______ $.D. I ^'1 f'1-dV. 100.00 YEAR RAINFALL \NTENSITY(lNCH/HOUR) = 1.968 SOIL CLASSIFICATION IS-a" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8687 SUBAREAAREA(ACRES)= 12.60 SUBAREARUNOFF(CFS)= 21.54 TOTAL AREA(ACRES) = 130.20 TOTAL RUNOFF(CFS) =209.75 TC(MIN) = 28.22 . . AT C4/lfL >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED lNlTIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTII**3)((ELEVATION CHANGE)]".2 lNlTIAL SUBAREA FLOW.LENGTII = 900.00 UPSTREAM ELEVATION = 1093.00 DOWNSTREAMELEVATION= 1085.00 ELEVATION DIFFERENCE = 8.00 TC = .303*[( 900.00**3)/( 8.00)]**.2 = 11.844 100.00 YEAR RAINFALL \NTENSITY(lNCH/HOUR) = 3.171 SOIL CLASSIFICATION IS -a" COMMERCIAL DEVELOPMENT RUNOFF COEFF1CffiNT = .8776 SUBAREA RUNOFF(CFS) = 25.88 TOTAL AREA(ACRES) = 9.30 TOTAL RUNOFF(CFS) = 25.88 ............................................................................ FLOW PROCESS FROM NODE 4.00 TO NODE 3.00 IS CODE = 6 ....--..-..-----..--...--..-..----....-- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAMELEVATION= 1085.00 DOWNSTREAMELEVATION= 1082.00 STREET LENGTH(FEET) = 200.00 CURB HEIGTII(lNCHES) = 8. . STREET HALFWIDTH(FEET) = 38.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 19.00 INTERIOR STREET CROSSF ALL(DEC1MAL) = .020 OUTSIDE STREET CROSSF ALL(DEC1MAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRA VELTIME COMPUTED USING MEAN FLOW(CFS) = 32.05 " \~ PAGE 12 I I ,-) I I I I I I I I I j II I I I I) I PARCEL M24085 AREAA&B 100 YEAR STORM STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) = .54 HALFSTREET FLOODWIDTIl(FEET) = 19.30 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.10 PRODUCT OF DEPTH&VELOCITY = 2.23 STREETFLOWTRAVELT\ME(MIN)= .81 TC(MIN)= 12.66 100.00 YEAR RAJNFALL INTENSITY(lNCHlHOUR) = 3.057 SOIL CLASSlFlCATION IS "a" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8770 SUBAREA AREA(ACRES) = 4.60 SUBAREA RUNOFF(CFS) = 12.33 SUMMED AREA(ACRES) = 13.90 TOTAL RUNOFF(CFS) = 38.21 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTIl(FEET) = .57 HALFSTREET FLOODWIDTIl(FEET) = 20.48 FLOW VELOCITY(FEET/SEC.) = 4.36 DEPTH*VELOCITY = 2.47 ............................................................................ FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MlNUTES) = 12.66 RAJNF ALL INTENSITY (lNCH./HOUR) = 3.06 TOTAL STREAM AREA (ACRES) = 13.90 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 38.21 ......................................................................~..... FLOW PROCESS FROM NODE 7.00 TO NODE 6.00 IS CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED 1NlTIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTIl**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 400.00 UPSTREAMELEVATlON= 1102.00 DOWNSTREAMELEVATION= 1096.00 ELEVATION DIFFERENCE = 6.00 TC= .303*[( 400.00**3)/( 6.00)]**.2= 7.712 100.00 YEAR RAJNF ALL INTENSITY(INCHlHOUR) = 4.014 SOIL CLASSlFlCATION IS "a" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8814 SUBAREA RUNOFF(CFS) = 20.52 TOTAL AREA(ACRES) = 5.80 TOTAL RUNOFF(CFS) = 20.52 ............................................................................ FLOW PROCESS FROM NODE 6.00 TO NODE 3.00 IS CODE = 6 --.-------------------..-- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAMELEVATION= 1096.00 OOWNSTREAMELEVATION= 1082.00 STREET LENGTIl(FEET) = 700.00 CURB HEIGTH(lNCHES) = 8. . STREET HALFWIDTH(FEET) = 28.00 \cv; PAGE 13 I I I I I I ,. I I- I I I I . I ,- I I I- .- II PARCEL M24085 AREAA&B 100 YEAR STORM DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 18.00 1NTER10R STREET CROSSFALL(DEC\MAL) = .oJ5 OUTSIDE STREET CROSSF ALL(DEC\MAL) = .050 SPEC1FlED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 ..TRA VELTIME COMPUTED USING MEAN FLOW(CFS) = 33.27 STREETFLOW MODEL RESULTS: STREET ELOWDEPTH(FEEl) = .64 HALFSTREET FLOODWIDTH(FEET) = 12.81 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.35 PRODUCT OF DEPTH&VELOCITY = 3.42 STREETFLOWTRAVELTIME(M1N)= 2.18 TC(MlN)= 9.89 100.00 YEAR RAlNF ALL INTENSITY(lNCHlHOUR) = 3.500 SOIL CLASSIFICATION IS "8" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8793 SUBAREA AREA(ACRES) = 8.30 SUBAREA RUNOFF(CFS) = 25.55 SUMMEDAREA(ACRES)= 14.\0 TOTALRUNOFF(CFS)= 46.07 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .72 HALFSTREET FLOODWIDTH(FEET) = 18.44 FLOW VELOCITY(FEET/SEC.) = 5.20 DEPTH.VELOCITY = 3.77 ............................................................................ FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = I >>>>>DESIGNAm INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MlNUTES) = 9.89 RAlNF ALL INTENSITY (lNCH.lHOlJR) = 3.50 TOTALSTREAMAREA(ACRES)= 14.10 TOTAL STREAMRUNOFF(CFS) AT CONFLUENCE = 46.07 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (lNCHlHOUR) I 38.21 12.66 3.057 2 46.07 _ 9.89 3.500 RAlNF ALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 78.45 75.93 COMPUTED CONFLUENCE ESTIMAmS ARE AS FOLLOWS: RUNOFF(CFS) = 78.45 TIME(MlNUTES) = 12.658 TOTAL AREA(ACRES) = 28.00 ............................................................................ FLOW PROCESS FROM NODE 3.00 TO NODE 2.00 IS CODE = 4 >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< PAGE 14 \'\. I I -) I I I I I I I I I I I II I I I I~ I PARCEL M24085 AREAA&B 100 YEAR STORM >>>>>USING USER-SPEC1FIED PIPESIZE<<<<< PIPEFLOW VELOCITY(FEET/SEC.) = 11.1 UPSTREAM NODE ELEVATION = 1075.00 DOWNSTREAMNODEELEVATION= 1067.00 FLOWLENGTH(FEET) = 700.00 MANNINGS N = .013 GIVEN PIPE D1AMETER(lNCH) = 36.00 NUMBER OF PIPES = I PIPEFLOW THRU SUBAREA(CFS) = 78.45 TRAVEL TIME(MIN.) = 1.05 TC(MIN.) = 13.71 ............................................................................ FLOW PROCESS FROM NODE 3.00 TO NODE 2.00 IS CODE = 8 >>>>>ADDmON OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(\NCHlHOUR) = 2.926 SOIL CLASS\F1CATION 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 ............................................................................ FLOW PROCESS FROM NODE 2.00 TO NODE 1.00 IS CODE = 4 ..---.-------....--.. >>>>>COMPUTEPIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPES1ZE<<<<< DEPTH OF FLOW IN 36.0 INCH PIPE IS 18.6 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 25.2 UPSTREAMNODEELEVATION= 1067.00 DOWNSTREAM NODE ELEV ATlON = 1040.00 FLOWLENGTH(FEET)= 350.00 MANNINGSN= .013 GIVEN PIPE D1AMETER(lNCH) = 36.00 NUMBER OF PIPES = I P1PEFLOW THRU SUBAREA(CFS) = 93.06 TRAVEL TIME(MIN.) = .23 TC(MIN.) = 13.94 END OF RATIONAL METHOD ANALYSIS 1I",.p,.o v. <l> c-;J Fz, /L.- (l liL1 '2, I 3li? C<ll/<; ~"'-- 6'8 orl-~ 'TO arA.l7/NV<e., .Tc AV/N~D4- DE. vf;:IU'P1t5 C'Z..~vo) wrr~ S" <:k ~-rINUI!. ~~ O}.J vJ J N C 1+ lr.ST1tK ~!:1 S€Ti A-e..M- a ~<Jofl. ;t \~ PAGE 15 I I I I I I I I I I I I I I, I I I I I AREA C 100 YEAR STORM \a.. . I I,) I I I I I I I I I I I I I I 1-) I PARCEL M24085 AREA C 100 YEAR STORM RATIONAL METHOD HYDROLOGY COMPUl'ERPROGRAM BASED ON RIVERSIDE COUNfY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<..c>>>>~>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyright 1982,1986 AdvancedEngineeriog Software [ABS] Especially prepllled for: NBS/LOWERY ENGINEERS & PLANNERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<-0>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ..........I>E~ONOFRESlJLTS................................*.**.***..** * 100 YEAR STORM AREA C - INTERSECTION OF DIAZ AND ZEVO · * PREPARED BY: HLC * . . .......................**................................................... ..---..-----..- USER SPECIFIED HYDROLOGY AND HYDRAlJLIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED M1N1MUM PIPE S1ZE(1NCH) = 18.00 SPECIFIED PERCENT OF GRADlENTS(DECIMAL) TO USE FOR FRICTION SLOPE = .90 10- YEAR STORM Io-MINUTE 1NTENSITY(INCHlHOUR) = 2.360 10-YEAR STORM 6O-MINUTE INTENSITY(INCHlHOUR) = .880 lOO-YEAR STORM 10-MINUTE INTENSITY(INCHlHOUR) = 3.480 lOO-YEAR STORM 6O-MINUTE INTENSITY(INCHlHOUR) = \.300 SLOPE OF 10- YEAR INTENSITY -DURATION CURVE = .5505732 SLOPE OF lOO-YEAR INTENSITY-DURATION CURVE = .5495536 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 I-HOURINTENSITY(INCHlHOUR)= \.3000 SLOPE OF INTENSITY DURATION CURVE = .5496 RCFC&WCD HYDROLOGY MANUAL "C"-V ALUES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [ABS] SERIAL No. 100971 VER. 3.3C RELEASE DATE: 2120186 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<:>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> PAGE 1 1P I I "\ I' I I I I I I I I I I I I I I II I PARCEL M24085 AREA C 100 YEAR STORM ............................................................................ FLOWPROCESSFROMNODE I.\OTONODE 1.00 IS CODE = 2 >>>>>RATIONAL METIIOD 1NlTIAL SUBAREA ANAL YSIS<<<<< ASSUMED 1NlTIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K.[(LENGTH..3)/(ELEV ATION CHANGE)]...2 1NlTIAL SUBAREA FLOW-LENGTII = 1000.00 UPSTREAMELEVATION= 1093.00 DOWNSTREAMELEVATION= 1048.00 ELEVATIOND\FFERENCE= 45.00 TC = .303.[( llI00.00**3)/( 45.00)]...2 = 8.932 100.00 YEARRA1NF ALL INTENSITY(INCHlHOUR) = 3.703 SOIL CLASSlFlCATION IS "13" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8802 SUBAREA RUNOFF(CFS) = 2\.51 TOTALAREA(ACRES)= 6.60 TOTALRUNOFF(CFS)= 21.51 ............................................................................ FLOW PROCESS FROM NODE 1.\0 TO NODE 1.00 IS CODE = I ---.......--.........-.. >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALVES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MINUTES) = 8.93 RAINFALL INTENSITY (INCHJHOUR)'= 3.70 TOTAL STREAM AREA (ACRES) = 6.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 21.S1 ............................................................................ FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE = 7' --....-------..--..----..--..-..-----.. >>>>>USER SPEC1F1ED HYDROLOGY INFORMATION AT NODE<<<<< USER-SPEC1F1ED VALVES ARE AS FOLLOWS: TC(MIN) = 13.94 RAIN \NTENSITY(INCHlHOUR) = 2.90 TOTAL AREA(ACRES) = 33.70 TOTAL RUNOFF(CFS) = 88.00 ~M A-el.4 ~ z.1 g6.3, A-I!> ............................................................................ FLOW PROCESS FROM NODE \.00 TO NODE 1.00 IS CODE = I --..---.......-..--- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALVES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 13.94 RA1NF ALL INTENSITY (INCHJHOUR) = 2.90 TOTAL STREAM AREA (ACRES) = 33.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 88.00 ............................................................................ PAGE 2 -z,\ I I I'~) I I I I I I I I I I I I I I I I PARCEL M24085 AREA C 100 YEAR STORM FLOW PROCESS FROM NODE \.20 TO NODE \.30 IS CODE = 2 ..........----....-------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH"3)1(ELEV ATION CHANGE)]**-2 INITIAL SUBAREA FLOW-LENGTH = ISOO.OO UPSTREAM ELEVATION = 1093.00 DOWNSTREAMELEVATION= 1049.00 ELEVATIONDlFFERENCE= 44.00 TC = .303*[( ISOO.OO""3)I( 44.(0)]**.2 = 11.443 100.00 YEAR RAINFALL INTENSITY(lNCHlHOUR) = 3.231 SOn. CLASSIFICATION IS-aft COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8780 SUBAREA RUNOFF(CFS) = 30.92 TOTALAREA(ACRES)= 10.90 TOTALRUNOFF(CFS)= 30.92 ............................................................................ FLOW PROCESS FROM NODE \.20 TO NODE \.30 IS CODE = I ---..-----.........-.... >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(M\NUfES) = 1\.44 . RAINFALL INTENSITY (lNCH./HOUR) = 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.) (lNCHlHOUR) ........-..----..................-..............--..-......-..............-..--- I 2 3 2\.SI 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. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 102.03 132.S9 12\.94 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 132.S9 TIME(MlNUTES) = 13.940 TOTAL AREA(ACRES) = S 1.20 ............................................................................ FLOW PROCESS FROM NODE \.30 TO NODE \.40 IS CODE = 4 --....-------..-- >>>>>COMPUTE PIPEFLOW TRAVELTIME TIIRU SUBAREA<<<<< >>>>>USING USER-SPEC1F1ED PIPESIZE<<<<< PIPEFLOW VELOCITY(FEETISEC.) = 18.8 UPSTREAM NODE ELEVATION = 1040.00 DOWNSTREAMNODEELEVATION= 102\.OO PAGE 3 "t:Z' I I I I I I I )1 I 1-, I I I I I I I 1-) I PARCEL M24085 AREA C 100 YEAR STORM FLOWLENGTH(FEET) = 800.00 MANNINGS N = .013 GIVEN PIPE D1AMETER(INCH) '" 36.00 NUMBER OF PIPES'" I P1PEFLOW THRU SUBAREA(CFS) = 132.59 TRAVEL TIME(MlN.)= .71 TC(MlN.)'" 14.65 .............................................~~............................. FLOW PROCESS FROM NODE \.30 TO NODE \.40 IS CODE'" 8 >>>>>ADDmON OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100.00 YEAR RA1NF ALL INTENSITY(INCHlHOUR) '" 2.821 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8756 SUBAREA AREA(ACRES) = 8.20 SUBAREA RUNOFF(CFS)" 20.26 TOTAL AREA(ACRES) = 59.40 TOTAL RUNOFF(CFS) = 152.84 TC(MIN)= 14.65 ............................................................................ FLOW PROCESS FROM NODE \.40 TO NODE \.40 IS CODE = I ---...--....--..------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MlNUTES) '" 14.65 . RA1NF ALL INTENSITY (INCRIHOUR) = 2.82 . TOTALSTREAMAREA(ACRES)'" 59.40 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 152.84 ............................................................................ FLOW PROCESS FROM NODE \.00 TO NODE 8.00 IS CODE = 2 >>>>>RATIONAL METHOD 1NlTIAL SUBAREA ANAL YSIS<<<<< ASSUMED 1NlTIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGrn**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTII = 800.00 UPSTREAMELEVATION'" 1048.00 DOWNSTREAM ELEVATION = 1028.00 ELEVATIOND\FFERENCE= 20.00 TC = .303*[( 800.~*3)/( 20.00W..2 = 9.188 100.00 YEARRA1NF ALL INTENSITY(INCHlHOUR) = 3.646 SOIL CLASSIFICATION IS"B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8799 SUBAREA RUNOFF(CFS) = 23.74 TOTAL AREA(ACRES) = 7.40 TOTALRUNOFF(CFS)= 23.74 ............................................................................ FLOW PROCESS FROM NODE 8.00 TO NODE 8.00 IS CODE = I -------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM V ALUES<<<<< PAGE 4 2-~ I I I I I I I I I I; I I I I I I I I) I ') PARCELM24085 AREA C 100 YEAR STORM CONFLUENCE VALVES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 9.19 RAINFAlL INTENSITY (lNCHJHOUR) = 3.65 TOTAL STREAM AREA (ACRES) = 7.40 . TOTAL STREAMRUNOFF(CFS) AT CONFLUENCE = 23.74 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (lNCHlHOUR) ...----..-------..------ 1. 152.84 14.65 2.821 2 23.74 9.19 3.646 RAINFAlL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALVES ARE AS FOLLOWS: 171.21 119.60 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 171.21 T\ME(M\NUTES) = 14.651 TOTAL AREA(ACRES) = 66.80 ............................................................................ FLOW PROCESS FROM NODE 1.40 TO NODE 1.50 IS CODE = 4 >>>>>COMPUTE PlPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESlZE<<<<< DEPTH OF FLOW IJIf 60.0 INCH PIPE IS 43.8 INCHES P1PEFLOW VELOCITY(FEET/SEC.) = 11.1 UPSTREAM NODE ELEVATION = \021.00 DOWNSTREAM NODE ELEVATION = 1017.00 FLOWLENGTII(FEET) = 650.00 MANN1NGS N = .013 GIVEN PIPE D\AMETER(lNCH) = 60.00 NUMBER OF PIPES = I P1PEFLOWTHRUSUBAREA(CFS)= 171.21 TRAVEL TIME(M\N.)= .97 TC(MIN.)= 15.62 ............................................................................ FLOW PROCESS FROM NODE 1.50 TO NODE 1.50 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALVES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATION(MINUTES) = 15.62 RAINFAlL INTENSITY (lNCHJHOUR) = 2.72 . TOTAL STREAM AREA (ACRES) = 66.80 TOTAL STREAMRUNOFF(CFS) AT CONFLUENCE = 171.21 ............................................................................ FLOW PROCESS FROM NODE 8.00 TO NODE 9.00 IS CODE = 2 >>>>>RATIONAL METIIOD lN1TIAL SUBAREA ANAL YSIS<<<<< ASSUMED 1NIT1AL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL PAGE 5 1,1>.. I I I I I I I I I I I I I I I I I aJ I PARCEL M24085 AREA C 100 YEAR STORM TC = K.[(LENGTH..3)/(ELEVATION CHANGE)]...2 lN1TIAL SUBAREA FLOW-LENGTH = 650.00 UPSTREAM ELEVATION = 1028.00 DOWNSTREAM ELEVATION = 1026.00 ELEVATIOND1FFERENCE= 2.00 TC = .303.[( 650.00..3)/( 2.00)]0..2 = 12.857 100.00 YEARRAINFALL INTENSITY(INCHlHOUR)7 3.031 SOIL CLASSIFICATION IS -aft 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 INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MlNUTES) = 12.86 RAINFALL INTENSITY (INCRIHOUR) = 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.) (INCHlHOUR) --..----........--..........................--....----..---..--..... 1 17\.21 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. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 182.92 153.92 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS)= 182.92 TIME(MlNUTES)= 15.623 TOTALAREA(ACRES)= 7\.70 ............................................................................ FLOW PROCESS FROM NODE 1.50 TO NODE \.60 IS CODE = 4 >>>>>COMPUTE P\PEFLOW TRAVELTIME TIlRU SUBAREA<<<<< >>>>>USING USER-SPECIFlED PIPESIZE<<<<< P1PEFLOW VELOCITY(FEET/SEC.) = 9.3 UPSTREAM NODE ELEVATION = 1017.00 DOWNSTREAM NODE ELEVATION = 1013.00 FLOWLENGTH(FEET) = 950.00 MANN\NGS N = .013 GIVEN PIPE D1AMETER(lNCH) = 60.00 NUMBER OF PIPES = 1 PIPEFLOW TIlRU SUBAREA(CFS) = 182.92 TRAVEL TIME(MlN.) = \.70 TC(MIN.) = 17.32 ............................................................................ PAGE 6 ./ ,.~ I I 1--') I I I I I I I, I I I I I I I II I PARCEL M24085 AREA C 100 YEAR STORM FLOW PROCESS FROM NODE \.50 TO NODE \.60 IS CODE = 8 >>>>>ADDmON OF SUBAREA TO MAINLINE PEAKFLOW<<<<< 100.00 YEAR RAINFALL INTENSITY(lNCH/HOUR) = 2.573 SOIL CLASSlFlCATION IS -a" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8740 SUBAREA AREA(ACRES) = 8.30 SUBAREA RUNOFF(CFS) = 18.66 TOTAL AREA(ACRES) = 80.00 TOTAL RUNOFF(CFS) = 20\.58 TC(MIN) = 17.32 ............................................................................ FLOW PROCESS FROM NODE \.50 TO NODE \.60 IS CODE = I >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM I ARE: TIME OF CONCENTRATlON(MINUTES) = 17.32 RAINFALL INTENSITY (lNCRIHOUR) = 2.57 TOTAL STREAM AREA (ACRES) = 80.00 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 20\.58 ............................................................................ FLOW PROCESS FROM NODE 9.00TONODE 10.00 IS CODE = 2 >>>>>RATIONAL METHOD INITIAL SUBAREA ANAL YSIS<<<<< ASSUMED 1N1TIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 1N1TIAL SUBAREA FLOW.LENGTH = 950.00 UPSTREAM ELEVATION = 1026.00 "DOWNSTREAMELEVATION= 1022.00 ELEVATIOND1FFERENCE= 4.00 TC = .303*[( 95O.00**3)/( 4.00)]**.2 = 14.054 100.00 YEAR RAINFALL 1NTENSITY(lNCHlHOUR) = 2.886 SOIL CLASSlFlCATION IS-a" " COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8760 : SUBAREA RUNOFF(CFS) = 14.67 TOTALAREA(ACRES)= 5.80 TOTALRUNOFF(CFS)= 14.67 ............................................................................ FLOWPROCESSFROMNODE 9.00TONODE 10.00 IS CODE = I ">>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< " >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM V ALUES<<<<< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MlNUTES) = 14.05 RAINFALL INTENSITY (lNCRlHOUR) = 2.89 'TOTALSTREAMAREA(ACRES)= 5.80 TOTAL STREAMRUNOFF(CFS) AT CONFLUENCE = 14.67 CONFLUENCE INFORMATION: PAGE 7 1.-~ I I r I I I I I I I, j I I I I I I I I~ II PARCEL M24085 AREA C 100 YEAR STORM STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (lNCHlHOUR) ----------------- 1 20\.58 17.32 2.573 2 14.67 14.05 2.886 RA1NF ALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 214.65 178.21 COMPtITED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS)= 214.65 T1ME(M1NUTES)= 17.323 TOTAL AREA(ACRES) = 85.80 END OF RATIONAL METHOD ANALYSIS 2/C{.65> cJs G$r'~Tft!) Q /OcJ PM Z/.19.:? sD. p~ DES. '-a,..JEtJ rolC Q/O() -= 2/~. 7e-+-..t .. ,,",0 ,,_,,-=r 6) !lEVIS t;p .?vI1 '2-( aGr. OJo./ zEC/o ./)t:... kr D , rJ Z f<DJ4 f) '2..1.. PAGE 8 I ;. I I I : I , I I I I I I I I I I I I I AREA D 100 YEAR STORM 7$ I I. I) I I I I I I I I) I I I I I I I) ../ I PARCEL M24085 AREA D 100 YEAR STORM RATIONAL METHOD HYDROLOGY COMPUI'ER PROGRAM BASED ON RIVERSIDE COUNfY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<:>>::>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyright 1982,1986 Advanced Engineering Software [ABS] Especially prepllled for: NBSlLOWERY ENGINEERS & PLANNERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> **********DESCRIPTION OF RESUL TS******************************************** * 100 YEAR STORM-AREAD-REMINGTONAVE. * * PREPARED BY: HLC * *' * ............**.............................................................. ...--..;.--...................------..-----..--......-----.. USER SPECIFIED HYDROWGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMuM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADJENTS(DECIMAL) TO USE FOR FRICTION SLOPE = .90 10-YEAR STORM 10-M\NUTE INTENSITY(INCH/HOUR) = 2.360 10-YEAR STORM 6O-MlNUTE INTENSITY(lNCHlHOUR) = .880 100-YEAR STORM 10-MlNUfE INTENSITY(lNCH/HOUR) = 3.480 lOO-YEAR STORM 6O-MlNUfE INTENSITY(lNCHlHOUR) = 1.300 SWPEOF IO-YEARINTENSITY-DURATION CURVE = .5505732 SLOPE OF 100- YEARINTENSITY -DURATION CURVE = .5495536 COMPUTED RAlNF ALL INTENSITY DATA: STORM EVENT = 100.00 I-HOUR INTENSITY(lNCHlHOUR) = 1.3000 SLOPE OF INTENSITY DURATION CURVE = .5496 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>:>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [ABS] SERIAL No. 100971 VER. 3.3C RELEASE DATE: 2/20186 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ............................................................................ FLOW PROCESS FROM NODE 1.20 TO NODE 20.00 IS CODE = 2 >>>>>RATIONAL METHOD lNlTIAL SUBAREA ANAL YSIS<<<<< ASSUMED lNlTIAL SUBAREA UNIFORM z.o... PAGE 1 I I I 11 I I I I I I I I I I I I I I I I PARCEL M24085 AREAD 100 YEAR STORM . DEVELOPMENT IS COMMERCIAL TC = K.[(LENGTIl*.3)/(ELEV ATION CHANGE))...2 1N1TIAL SUBAREA FLOW-LENGlH = 700.00 UPSTREAM ELEVATION = 1092.00 DOWNSTREAMELEVATION= 1082.00 ELEVATION DIFFERENCE = 10.00 . TC = .303.[( 700.00..3)/( 10.(0)]...2 = 9.742 100.00 YEAR RAlNF ALL 1NTENSITY(lNCHlHOUR) = 3.530 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8794 SUBAREA RUNOFF(CFS) c 2.48 TOTAL AREA(ACRES) = .80 TOTALRUNOFF(CFS)= 2.48 ............................................................................ FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 6 .......--....-....--......----...--.-----......-----....- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAMELEVATION= 1082.00 DOWNSTREAM ELEVATION = 1062.00 STREET LENGTH(FEET) = 600.00 CURB HEIGTH(lNCHES) c 8. STREET HALFWIDTH(FEET) '= 28.00 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 26.00 INTERIOR STREET CROSSF ALL(DECIMAL) = .020 OUTSIDE STREET CROSSF ALL(DECIMAL) = .020. SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = I ..TRA VELTIME COMPUTED USING MEAN FLOW(CFS) = 11.64 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) = .45 HALFSTREET FLOODWIDTH(FEET) = 14.59 AVERAGE FLOW VELOC\TY(FEET/SEC.) = 5.02 PRODUCT OF DEPTH& VELOCITY = 2.26 STREETFLOW TRA VELTIME(MlN) = 1.99 TC(MlN) = 11.73 100.00 YEAR RAlNF ALL 1NTENS\TY(lNCHlHOUR) = 3.187 SOIL CLASSIFICATION ISoa" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8777 SUBAREAAREA(ACRES)= 6.50 SUBAREARUNOFF(dFS)= 18.18 SUMMEDAREA(ACRES)= 7.30 TOTALRUNOFF(CFS)= 20.67 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .52 HALFSTREET FLOODWIDTH(FEET) = 17.84 FLOWVELOC\TY(FEET/SEC.)= 6.13 DEPTH.VELOC\TY= 3.16 ...*..............................................~......................... FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 6 ----..----------------..----..--------......--- >>>>>COMPtTfE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAMELEVATION= 1062.00 DOWNSTREAMELEVATION= 1032.00 STREET LENGlH(FEET) = 1000.00 CURB HEIGlH(lNCHES) = 8. STREET HALFWIDlH(FEET) = 28.00 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 26.00 PAGE 2 '!P I I I' I I I I I I I I I I I I I I I I ....-.. PARCEL M24085 AREA D 100 YEAR STORM INTERIOR STREET CROSSF ALL(DEC1MAL)" .020 OUTSIDE STREET CROSSFALL(DEC1MAL)" .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = I' ..TRA VELTIME COMPUTED USING MEAN 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 STREETFLOW TRA VELTIME(M1N)" 2.68 TC(MlN) = 14.41 100.00 YEAR RAlNF ALL 1NTENSITY(lNCH/HOUR) = 2.847 SOn. CLASSIFICATION IS "Bn COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8758 SUBAREAAREA(ACRES)oo 10.10 SUBAREARUNOFF(CFS)oo 25.18 SUMMED AREA(ACRES) = 17.40 TOTAL RUNOFF(CFS) = 45.85 END OF SUBAREA STREETFLOW HYDRAUlJCS: DEPTH(FEET)oo .66 HALFSTREETFLOODWIDTH(FEET)oo2S.16 FLOWVELOCITY(FEET/SEC.)oo 7.03 DEPTH.VELOCITYoo 4.65 ............................................................................ FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 6 >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 1032.00 DOWNSTREAMELEVATION.. 1027.00 STREET LENGTH(FEET) = 850.00 CURB HEIGTH(lNCHES) = 8. STREET HALFWIDTH(FEET) = 28.00 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 26.00 INTERIOR STREET CROSSF ALL(DEC1MAL) = .020 OUTSIDE STREET CROSSF ALL(DEC1MAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = I ..TRAVELTIME COMPUTED 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 NEGLlBLE 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(M1N)oo 4.12 TC(M\N)" 18.53 100.00 YEAR RAlNF ALL 1NTENSITY(lNCHlHOUR) = 2.479 SOn. CLASSIFICATION IS nBn COMMERCIAL DEVELOPMENT RUNOFF COEFFICffiNT = .8733 SUBAREAAREA(ACRES)oo 10.40 SUBAREARUNOFF(CFS)oo 22.52 SUMMED AREA(ACRES) = 27.80 TOTAL RUNOFF(CFS) = 68.37 END OF SUBAREA STREETFLOW HYDRAULICS: -:?\ PAGE 3 , I I ~) I I I I I I I I I I I I I I II J' I . PARCEL M24085 AREAD 100 YEAR STORM DEPTH(FEET) =.77 HALFSTREET FLOODWIDTH(FEET) = 28.00 FLOW VELOCITY(FEETISEC.) = 3.64 DEPTH. VELOCITY = 2.79 ............................................................................ FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 6 -------..-- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAMELEVATION= 1027.00 DOWNSTREAMELEVATION= 1025.00 STREET LENGTH(FEET) = 450.00 CURB HEIGTH(INCHES) = 8. STREET HALFWIDTH(FEET) = 28.00 DISTANCE FROM CROWN TO CROSSF ALL GRADEBREAK = 26.00 1NTERIOR STREET CROSSF ALL(DEC1MAL) = .020 OurSIDE STREET CROSSF ALL(DEC1MAL) = .020 SPEC1F1ED NUMBER OF HALFSTREETS CARRYING RUNOFF = I ..TRA VELTIME COMPUTED USING MEAN FLOW(CFS) = 75.70 ."STREET FLOWING FULL... STREETFLOW MODEL RESULTS: NOTE: STREETFLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGL1BLE FLOW OCCURS OurSIDE OF THE STREET CHANNEL. THATIS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOWDEPTH(FEET) = .83 . HALFSTREET FLOODWIDTH(FEET) = 28.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.43 _ PRODUCT OF DEPTH&VELOCITY = 2.83 STREETFLOWTRAVELTIME(M1N)= 2.19 TC(MlN)= 20.72 100.00 YEAR RA1NF ALL 1NTENSITY(lNCHlHOUR) = 2.332 SOIL CLASS1F1CATION IS "B" C.OMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8721 SUBAREAAREA(ACRES)= 7.20 SUBAREARUNOFF(CFS)= 14.64 SUMMEDAREA(ACRES)= 35.00 TOTALRUNOFF(CFS)= 83.01 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .85 HALFSTREET FLOODWIDTH(FEET) = 28.00 FLOW VELOCITY(FEET/SEC.) = 3.S8 DEPTH.VELOCITY = 3.03 END OF RATIONAL METHOD ANALYSIS PAGE 4 ~ I I IIOV)[JV d WVllOOlld I - Sl.N1IW3iII JI'IflVl1<L\H <<<<<<<<<<q/?YdY5<<<<<MP'~r:I>>771W2l.7~>>>>>>>>>>>> II :Wj pmlbJd Ai\V!oodslI [sav] aJlI"'!JOS ~1l3: JlO"UII^I'V 986I'Z8611'!ilJAdoJ (J) ....5'00'0 S I ....~ItI~'?I 7JCl.::i ~O/5' N '''''' <<<<<<<<<<<<<<<<<<<<<<<<<<<<~<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> G W;rV .........:/. 5-S"v ~8 -= >l.W\I U. 'JNI 'IINOlS "Ii NIOll'lI1I 'II.lSIIN 98/om :1I.l va IIsvnffil JE"Z "lEA IZl901 'oN 1VnES [sav] ""''''!JOS 8lJ!.l"'l1l!ll1l3: J=1IV^I'V <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <<<<<<<<<<<<<~<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ............................................................................ . . . J1H:XHCElIVdIDLh . ~OO'O dO 3.0VlI0 -NJW IV AlIJVdVJ !601.i'l\V3.A 001 '3.1\ V NOIONIWIDI . ............................................Sl'IflSffilaONClI~JSlIa.......... >>>>NOIlVW1l0aNI ll1dNI 'I3.aOW!60'I.i.lIIIDllS<<<< ............................................................................ -......-----....-----....--..-------..-........-..--..--- SlI1dS NffiU <INV 'IIms 3N0 NO llIIDllS Tlla 01 <l3WflSSV !601.i oOL91' = Uffill)IDIIWlI31.ll10 1VJnLL3.WYU.S lNV lSNOJ OZIEO' = umW.m-llH.Lll10 1VJnLL3.WYU.S lNVlSNOJ 00'. = UmWlUGL\\-llH.LlflO 1VJnLL3.WYU.S lNVISNOJ L9' = (lmWlUOIIIH ffiIl1J 1VJnLL3.WYU.S lNVlSNOJ OOOOZO' = (1VWlJ3:arnvasSOllJ llIIDllS 1VJnLL3WWAS lNVlSNOJ OO'8Z = UmWlUGL\\",f'MI llIIDllS 1VJnLL3.WYU.S lNVlSNClJ ~IO' = (oNINNVW>llolJVa NOllJIll.i !60'I.i.lIIIDllS !IDVl13.A V OO'E8 = (saJ)!601.i llIIDllS lNVISNOJ OOOSOO" = (lffiW.LffiW3:aVllO llIffiUS lNVISNOJ ... Tllll ONl!6O'H lIIIDllS... :Sl'IflSffiI 'I3.aOW !60'I.i.lIIIDllS ----.--..--..------.....--..---..--......--.... '(J3:lJII'103N SI "JIH 'x V!6)111Vd 3:lU ON01V !601.i TN 'S11YHl . "1'3NNVHJ llIIDllS 3:lU dO IImSlflO SlIfl:)JO !601.i II'lffi'ID3N lYHl NOLldWl1SSV 3:lU NO ffilSVH 3.llV Sl'IflSffiI !60'I.i.lIIIDllS 0Nl!60TIoa 3:lU 'ffiIl1J ao dOl SaffilJX3: !60'I.i.lIIIDllS :II.lClN on = ..lilJO'1'3A'iH.I.d3:a ao IJOaO'lld 9L'E = ('JIISllmW..lilJO'1'3A !601.i!IDVl13.A V 00"8Z = uffiWRLGL\\aool.i llIIDllSalYH Eg" = (lmWHld3:CL\\ClI.i llIIDllS OO)C:) ~MOIIt" c:ln ~ fYJ/?J 17J-d?/Q ;rnb' ,.-,<l:'J1'>I/"""Ja .,. I $"8"0< ~, Ci~ /~.= ,2'0 + h8 :=:l I I I I I I I I I I I I I I I I I I I AD 155 HYDROLOGY STUDY ?A. I I I I I I I I I I I I I I I I I I I ,i J HYDROLOGY/HYDRAULICS REPORT COUNTY OF RIVERSIDE ASSESSMENT DISTRICT NO. 155 I " BY NBS/LOWRY INC. . RANCHO CALIFORNIA OFFICE 27403 YNEZ ROAD, SUITE 209 RANCHO CALIFORNIA, CA 92390 MICHAEL J. STEARNS, VICE PRESIDENT REED W. SEARL, ENGINEER R 66-052.016 REVISED 6/5/87 ~ I I I -I I I I I I I I I I ! I I I I I -pG> c:l SNOloLYIn:YIV:> ~O"tlaAH aOKL:3H T<iNOloLW "tIoa SNOloL::lO"tloLSNI (~;) = ~ 'Vtnm%oa tvuo,~V"tI a~ uo pasvg) o~, o~ ~v~nqr~~ sva~eqns ~~o ~~Otq puv wa~ShS aoeu,e~p Aexp 'ea~e aoeU1eIP ~o dew UO Ot oea.:rl!qns wea;qsdn ~SOQl a~ aq puv '~aa~ OOO't uvtf-l ssat ~o tf-led MOt~ e ahet{ 'sa~~v Ot uvtf-l ssat aq Ptnot{s va~v tV1~1U1 atjJ. . E~ a~etd .6ulsn ',,&1.., I uO'R-1!.%:j.uaouOo ;0 alll"'F~ '['21:+ lul alp au"plI.%a:+ao . ~ oa~no u01~e~np-l~1sua~u1 atqe -~1ns e dotaAap o~ LOt-a:t{ono~tf-l EOt-a sa~etd asn '~~1~~s,a atf-l hq pat{s1tqnd uaaq ~ou ahvt{ sah.:m~ a~at{A svare ~oa oah.:m~ p~l!pUV~S atf-l a~npo~da~ o~ ZOt-a pUl! tOt-o Sa~l!td asn 'a1q1!11l!hV a~ sah~n~ p~ep -Ul!~S a~at{A SVa~l! ::roa · hpn~s .zapun vare .:rI!tn~1~.zvd atf-l .zo~ aA.:ln~ , u01~1!.znp-h~1sua~u, a~l!1~dO%ddl! atf-l WO~~ '.:mot{ .zad sat{~u1 U1 1tl!~ -tr'f'2.:r ;0 ^:+lsua~tf1: ' IIIIl a~a:tap 'uol:~:e.%:+ua::>uoo ~o aW""F=l- a~ .6ulsn -E 0805-0 t{ono~tf-l Sos-a sa~e1d OU1sn padotaAap aq hl!W sahInO 'a1q1!~11ddl! ~ou a.zl! saA.:ln~ asatf-l a.zat{M 0 .zahO~ ad};~ oU1dv~sPUl!1 Ul!q.zn ~o asv~ UOUl\llO~ atf-l ~o~ . ~~1~~s1a atf-l hq pad01ahap uaaq aAl!t{ (tOs-a t{ono.zq~ 1os-a sa~l!1d) SaA.<n:> p;repUll~S 01!iUW .lOl!U1l!.zP atf-l ~o ~ualldot",^ap pu1! ad~ ~aAO~ '110S atf-l tf-l1A atqrssod Sl! h1as01~ se spuodsa=o~ t{~1'~ aA.:m~ ~ua1~ -1~~ao~ ~~oun.z atf-l OU1sn '~~oun.z ~o ~ua1~1~~ao~ atf-l . ..;).. aU1uua~aa 0 t .sa.x:::>ll U1 'E'i3.::reqns a~ ;0 ea.re a~ I uV.. atrpu.za:j.aQ .S o ea~eqns atf-l .zo~ ~;) = ~ a~nd\llO;) 09 06-0 t{ono.ztf-l 9-a sa~l!ld . uo sP1eoU1t~ atf-l oU1sn '(1aUUl!t{~ uado ~o 'ad,d '~aa~~s 'taUUl!t{~ 1l!.zn~l!u) pa.zap,suoo 6Ir]:aq a~Ul!hahUO~ ~o ad~ atf-l u1 ~ >(l'ad atf-l .zo~ t{~l!a.z sTtf-l u1 Mo1~ ~o h~1~01aA atf-l aU1uua~aa owea.z~sUAop ea~l! -qns ~xau atf-l ~o '''''t~U1 ~o ~u1od atf-l o~ ""1~ ~o tf-loua1 atf-l a.znsvaw 0 L OUOT~l!;qua~uo~ ~o aW1~ Aau e aUTm%a~ap o~ l!a.zeqns sn01ha.zd .atf-l .zo~ UO,~l!~~ua~uo~ .~o aW1~ atf-l o~ aW1~ s1tf-l ppv pUl! 'aW1~ tahe;q atf-l a~ndwo~ 'ahoq1? pau1uiza~ap h~T~Otah pUl! tf-loUa1 t{~ea.z atf-l oUTsO Opat{~l!a~ s1 UTl!IP 1l!.za~v1 l! tf-l1A uOT~~un~ e n~un u01t{sv~ ren1lITs uT 1lI1!a.z~SUMOp oU1tq1!~ anU1~uo;) 0 L da~s oU1sn W1!a;qs~p l!a.zl!qns ~xau atf-l .zo~ UOT~l!.z~ua~uo~ ~o aWT~ atf-l auTW -.za~aa Osea.:rl!qns wpa.z~sdn ttl! .zo~ ~ ~o uOT~vwwns atf-l oq l!a.zvqns Aau at{~ .zo~ ~ OUTPPl! hq ~UTod STtf-l o~ wa~ShS at{~ o~ ~e~nqT.z~ sea.zl! -qns 11l! ~O~ ~ >(l'ad atf-l ,..d~.. aU1uua~aa oU01~v~~ua~uo~ ~o aWT~ Aau atf-l pUl! 9 t{ono.ztf-l E sda~s OU1sn 'l!a.zvqns Aau a~ ~o~ ~ a~etn:>tl!;) 08 1Vnt"VV~ AeOl0HOAH Q:>>M 9 :>>:I:>lI SNOIl.~mllSN I aOH13~ l~NOIl.~H ~ l ZJO I) 1-0 3.L'lfld I ; Sc,d I I I I I I I I I I I ,I 'I I I I I "6 "sda~s sno,ha.>:d a'l~ U""f paU""fl~no spo~aUl a~ ou,sn 'aU""fl u1"1I1 a~ ~,,, uo,~"un~ a~ o~ WIOp (j S~, alct"~ pue l".>:a~"l a~ ~o pua .>:addn a1.l~ ~" +X"~S "01 .UOL~~.7~Uaouo::> ~O aWH pue (j >["ad a'l~ o~ puodsa.>:.>:o" d.. 'd(j pue ~01~"'>:~Ua"uo" ~o atIl,~ J:a~J:01.ls a~ ~,,,,, "a.%1! kr"~n<nJ:~ a~ o~ puodsaJ:J:o" 81 '8.:r. '8(\ puv "uo,~,,~ua"uo". ~o a1ll1~ .>:aouol a~ ~,,,,, "a"" ^",,~n<nJ:~ a'l~ o~ puodsaJ:J:o" "I '.... '''(j ~a'I "UO,~"un~ a~ ~" (j >["ad a~ a~ndUlO:J "(j >["ad paU""fq1llO" a~ u,"~qo o~ ^l~"aJ:,p papp" aJ:" s,~ kr"~n<n.>:~ a~ 'uo,~"J:~ua"uo" ~o a1ll1~ aUTeS a~ ah"'l s"aJ:" ;;;u~n<nJ:~ a~ ~I "" dO so "J. "0 dJ. = 8J. + .. = :sAOllo~ S" pa~"aJ:'>:o" aq ~snw s.(j ^",,~n<nJ:~ a~ ~o J:all>!1llS a~ 'uo,~"J:~ua"uo" ~o sa1ll1~ ~uaJ:a~~;p ah"'l s"aJ:" ^",,~n<n~ a~ ~I "q (1) .U01~~~~uaduo::> ~o aW1~ ~a6uot aq~ DUlsn ~a2~sUMOp panul~uoo ua~ 51 5ul1~~ aq~ "(j >["ad pau,qmo" a1.l~ u,~qo o~ (j J:aoJ:"l a~ o~ papp" pue sa,~,sua~U""f a~ ~o 0,~"J: " ^q pa~"aJ:J:o" s, 0 .>:a11"1I1s a~ 'as"" s,~ uI "0 J:aoJ:"l a~ s"1.l uo,~"J:~ua"uo" ~o a1ll1~ .>:ao -u01 a~ ~,,, "aJ:" ^",,~n<n.>:~ a1.l~ aJ:a1.l"" s, as"" 1"nsn aq;r. ...... dO "0 iiI "I .. .... ~ + d.. = (~) "UO,~"J:~ua"uo" ~o a1l1,~ J:a~J:o'ls a~ ou,sn Ul>!a~sWlOp panu,~uo" ua~ s, OU,1ct"~ aq;r. "0 >c"ad paU""fqU1O" a~ u,"~qo o~ (j J:ao.%1!1 a~ o~ papp" pue uo,~"J:~ -ua"uo" ~o saW1~ a~ ~o 0,~"J: " ^q pa~"aJ:J:o" s,O .>:all"U1s a~ 'as"" s,~ UI "(j J:aoJ:"1 a~ s"'l uo,~"J:~ua"uo" ~o a1ll1~ .>:a~J:01.ls a~ ~,"" "aJ:" ^",,~nq;J:~ a~ 'sas"" a1llOS UI .1 d(j .... B.. "0 = 8.. d.. ~ + = '\fnN\fV~ J.9010HO"H O~M 9 ~.:I~y SNOIl::>n~.LSNI aOH.L3V11 l'i1NOIl'i1~ ") \.~ I (~ '0 ~) 1-0 3l.'ind c1>Oh' 0001 -- ..: l 006 008 00.1. 009 0010 - CD CD - :> 00t> Q ~ CD Q OIOE - e: OOE :> o - OIOG r - r ... :> Cl. - :r OOG s;u OSI 001 06 001_ ,:1.1. 0.1. 08 09 Q. CD < CD 0" "t> 3 CD :> - os o , S8J:I\1 01 = DIUD WnW!XDW'(: ,0001 = ll~~UIII WnW!XDW '1 :SNOWi1.1.IV1IIl 2. 2.. 0 ~ 3" N "t> 0 .. :> ~ - < :> 0" '" c _ .. :0<: n - o < CD ~ ); -;.. IT ooz ~ 00. 00; I oz O~ OP 01; 09 08 001 co "t> CD n a SE r-------- .. .g (I) 3 .. :> - tT-, .... ,..., ~ :: "l ::> ~ n CD .. :> :> Q. - co Q '" .. 9 8 01 - o ~ OE .11I1.00 POD!) paclotaAllpUn )l z .~ ~. :> c - CD .. SG - CD CD - 1\ '15 :> ZI /~ :> EI - o vi ~ o SI :> 91 .1.1 81 61 0<: 5" - ~ nl.. Q - ~z' E' \."/,) r' 9' 8' 0" -/-1 3' 6 -::I" CD 8 L 9 S v .lllAOO J'D~ 5' VI" plldolllAllpUn (IIJ:I\,1 vlll AI!WD~ lllliu!S u ~ - 0" -0:> JOOd :> 0 padOIllAllJlUn \1- .~ ID!:lJ9WWOO . :ll->l-:ll-H-l , - .1..3)1 ":~d . Ii - ':>.1. 9 ~ )> n " ~ ... - L 01-"6 .. < .. .gt-8 3 .. :> - - 01 OZ 61 81 LI 91 SI vi 3 S' c - ... '" 5' ~ ~ - o ":- n" I~~~ - 0" ::> 'U!lI! L"6,,:ll '~ullwdoI9A1I0 Ov ID!:lJIIWWOO ::)1 "0010= H "OSIO = 1 .(Z) .U!W 9'ZI = :Ill ~u9wdDl9A9a IOE (0:1\1 VII)Al!WD~ 9lliu!S = )I ',oos= H ',OSS= ll0 :31dW\1X3 . "SE "ON UllII! AlldDJlionQ!8 :9:1U9JIIIII~ OE -l 3" .. NOl.l\1~l.N3:>NO:> .:10 3WI1. 1vnNVV'f AE>010HOAH OOM 9 O.:lO~ '3~ \13~\18nS l\1ll.lNI ~O.:l E-Q 3.L\nd I I I i I I I I I HYDROLOGY RCFC a weD NIA NUAL STANDARD ~ NTENSITY - DURATION CURVES DATA. :/\ PLATE 0-4.1 (4 of 6) I I I I I I ..J ..J ~ Z <! a:: CJ) W :I: U z I >- ..... CJ) z w ..... z a:: w a. a:: :::> o :I: 0: CloO__'" "''''oO'''V' _4<<1"'''' ",,",,,'HI"'" ,..N4O...oO "''''NI''-C\oI .,.0....... >- 0.. .......NOCl .o",."'N N_OOG'> O'c....o.o 1ft"'....... MNN__ OOOG'ao U ow ........ .. ........ .. ........ .. ........ .. ........ .. ........ .. ........ .. Z ->- Ml'"'H""""',- NNNNN NNNN_ ----. ----- ---_.:.. --- w 0 >- " .. w " ~ .. W 0: ............e ClOONIllOO ... Go on.... ....N."'" 0.0"'0-10 tn_...._<D ~NCJCI'O . .. 0: 0" .a ""'NOOo .........011'I "'.........., l"'Il\It\I__ _00000- (to'" co.... .........00.0 .. .. ,_w ........ .. ........ .. ........ .. .. .. .. .. .. ........ .. ........ .. ........ .. > >- NNNN_ ----- ----- .,.--- ---- . .. w Z .. 0: 0.. 0 0: _w .. W ~~ ",.0....,00 O_N....... &ft.o"-e1ato 001\1....0<<1 ON"oOCI 011\00"'0 "'0011'I0'" .. .. ..:> ----- ----- NNNNN MfOIl"'If"I'"' ............"'.0 .........elD o:z :>- 0'"' 0: .-oCO.olll. "'.....'" .....NNn. ,",oONOG" 0000"'....00 NlI'ClClO M.,_ItlI_ >- 0" ...01/1__ IIlNO"'" lI'l......,N_ 0.....00.... f"tMN_O 0.....0(1.0 "'......11"'I"" U OW ........ .. ........ .. ........ .. ........ .. ........ .. ........ .. .. .. .. .. .. z ->- ..,.0"''''.... ...........,.,.., ..,..,MM'" t"It,,"'NN NNNNN N____ ----- W 0 .. :> .. .. 0 o'O"aNoO .. Z w 0: r"laClN_ f'l......fI"If"t r"ltnCl_1n 00.00"'0' ...e_lIIa tn_CIInN . ;; 0: 0" N...Na CloOln"'r"l N_OOOO e......oor.n ..MMr"l N__ao OoOo.ClCI .. _w .... . .... . .... . .... . .... . .... . .... . .. >- .'.H"I"lIr"l Nt\lNNN NNNN_ ----- ----- ----- . .. '" '"' z .. .. 0" 0 .. _w .. .. ~~ "".....00 a_NM. 1l'I00"'.00 aN.oOOZl aN.oOOII 0'11I0'11'I0' "'Olftalft .. ..:> ----- ----- NNNNN fOtMl""Il""IM .."'11'I.0 .",,"'ClOll o:Z :>- 0'"' 0: .000_000' .ace., a NIII II' 1"'1 ClOIIaN., 0'.0011'_ "'00_"'0' 11I_"'''''_ >- 0" _"''''N_ OoCl.II'I"" ."'N__ 00000011'" ....0"'11'I11I .f"lf"lNN __0'0'0' U OW .... . .... . .... . .... . .... . .... . .... . Z -~ .f"If"If"If"I NNNNN NNNNN ....---- ----- ----- ----- w 0 :> 0 " .. w 0: "''''''''00''' ","'OoNoO altla.N OONoON'" ,",OOOf"I_ ClNCO.O ,....,.NOo'" . 0: 0" "''''''''_0' 00........0 ."'11'1........ f"lf"INN_ __00'0 00 0"11 0Zl. ...,......0-0 0 .. _w .... . . . . . . .... . .... . .... . .... . .... . U >- NNNNN ----- ----- --....-- ----- . 0: 0 W Z % .. 0" 0 -w ON....'OCl .. ~~ 1ll00"'ClOo O_NI"lI", 1ft..o....O" ON..."OrD 0''''011I0 In 0'11I011I .. ..'" ----- ----- NNNNN r"lf"ll"'lf"lM ......,,11\..0 ..o...,..OIICl 0:% :>- 0'"' 0: 0_..'00 rDO."''''.Oo O""~O NII1 Cl"..:I"'.oCl 0'4 <<IN'" NN..oa .oo.n_.... ~ 0" _.NOo.o ....M_OCO .....,..,"'... MI\I_aOo .,..........:1 .,I\"'....f"I~ N...__O .... U ow ... .'. .... . .... . .... . .... . .... . .... . ..- z ->- "'.......f"I... fl"lf"lfI"I"'N NNNNN CUNNN_ ----- ----- ----- :>" w 0 uo: :> .. WO " 'O.....fI"I...'O _",..0'" . .. x.. W 4 If'IN......O OoN.o_.o .,....0'....... a......NCI ...-.."'... . w_ 0: 0" ...._Cl<4l1f'1 ....N_OO' C1011......."O ."'...fI"I.... "''''N__ _0... ClCI......,.. ~.. .. -'" .... . ... .'. .... . .-... . .... . ..... . .... . .. >- I"'IMNNN NNNN_ ----- ----- --.--- -- . IU w ..0 Z .. ~% 0" 0 WU _w J _Z ~~ all .0"'.'" a_NfI"I. ",.a.....,. ON...'OC ON"''''OII 0'11\0''''0' Y'iaU'loU'l .. 0:" ..:> ----- ----- NNNNN Mf'lM"""" ......"""'.0 ..,....,..CIC1 0:0: 0:% :> :>- Z~ 0'"' 0: ...."'0'. O"'Noa 0''''....._ "'.It\....a C"'t...N,..fI"I .ON.O 1tI_"'f"l0 .. 0.. .0.......'" _.."'.0 "'....NN _G.." ....0.0"'''' .....MNN __ClOO U ow .... . .... . .... . .... . .... . .... . . . . . . Z ->- .....,.,r"lll"'l MNNNN NNNNN !\IN___ ----- ----- ----- w 0 :> ~ " "''''...... 0.0 r"l a... .. .. w 0: .......-. ..0....-... CI'....G....O ...00...0'.0 r"loca..,,., . '"' 0: 0" . "'r"lN a ..........0 11'I"'.......... C"'tNN__ _00000 OO...CI'" ........o,aoo 0 .. ._w .... . .... . .... . .... . .... . ,... . .... . .. >- NNNNN ----- ----- ----- ---- . .. W 0: % .. - 0.. 0 '"' -'" ON.,aCl J ~~ 1n..o....Oo O_N""'" 1t'I.a..... aN...... Oltl Olt'l 0 "'0"'0''''' .. ..:> ----- ----- N"'NNN ....r"lr"ll"'lr"l .....It'IInOO .0.......... o:Z :>- 0'"' h C,') ~ 1JJf<." ~i P"7 I "1 I I I I I I I \....1 I I I I I I I "-I I 0'1 o 6" S' J.: 9" S' j,' ~. ~. r 00 l; WI H-t I iL I! I 't! I ill I , , ! ~ ! , ! ! I!!! ~ , I , , " f! I ! I' I 'I! l....:i....J... ~ I : ~ : , " I , I I I I I I' i, I I l I I I I , , l.-+-f ! l J I mI.<::'. ' , ~'~ "~ , , 11.k...~-~ I -- ~. ~ i! I t. 'i I i i Ii! 1 i NI! !....Ll , I , , ,. I I , , , I I! I! I I ~ I i I I: I I 1'1 1'1 I! ; II I I i I , 'I I I I I I I :. I; j , , I, . I I'! Tl'1.:1NI'1eJ ~ ~ i,1 , I T ~ , I r j, I n ; ! I; '" -n i I' ~ , I I I I ~ ~ l...U-l-J I I I -. LW , ! I! lL , .L...J....l.... I Ii! \:ttl:R::li I I t , . I: ,. I I' i I J.N~ I'ld..Q.l3A3,Q ! ! ~.LL.LLLLLLJ ~ J -' , ;~::>; s'nOI^li3dl'll~ ~O ,jf)'1LN3:ll:l3 ---.11 t I,! II I I'! II ~ II! 'Ll. , , 1'1 1 I t I I'! 1'T"'"j"t""1 .!:l.CL3sn _O~'1"1 , , , " i ,-, Ti I T"TTTT1TT I I I !i , I , I i I! l' ! 'I [ ~ ! 11 I , , I t I! I , ~. I I I I I I Iii i i , I ! t I 1 I, ' ! I t I I I I' I ,: I: i I !i'Ti A1ISN3.lNI , , ~ , , " , r-tI , ITTl I I I; 1 I I'! I j I I !- Ll " O.:lOY l.l I l 1...11 I i I I_LI! Ae010HOAH ! I' g 9 96.d " , !!T ::n c z o ." ." ,-, Ii'. j! ! , , , ! I! o ." (') o fTI ." ." (') fTI Z -l , , , , ~. ~ , (9g~38~nN X30NI ~:lONn~) II-~~'1 ~Nld'1~SON'1l N'18~n - 3dH ~3^O~ 8-dnO~~ llOS S3^eJn:) .lN31:)1.:I.:I30:) .:I.:10NneJ ttf!!"'''Rti i I, I I ; ~ I t-~ ""' . I I . I , , , , ! i NI S3H:)NI eJ3d j, , , : , , I . , , ! I , , ~ , , , iTi , i; i ,- , , , , II!! I t I I i j' I! : ! I!! II! ! '3Sf ~. , !H ! LL , , , , ; I , . Ii:; ii, , ; , ~ I i , . t I !!' '! I , rr-rr i; I! i::! ~ I I: , , , , rr-r I Q:>>M'S L! I I ! L_:":"'I 1'VnN'VV~ '" I' l I: I, I! i' i III I I . L~-.l I" I , eJnOH , ~ i; r I g l' , . : , ! I-J.\I c:. ~-u ~V Id 9 I , I I, I I I I I I I I I , I I I , , -' it ii? >- ... - . Z N "'- :IE ... -", 0 in ... ., ... ... llj z i ... 0 -' ., ... :IE '" 0:: 0 ... Z 0:: 0 ~ Z '" "'" ,. " ~- ... Oz ...... ... jj-, 0 ~u. in 0:- ... ...... ... ., u.... ... 00: ~ w!= ... 5 '" >" 0 -'0 w ...11) ... -Ll.. > 0 in -N '" -r- ... :> 0 '" -f · f .~ ~ wi .N wI-'l -I , z I -' .._ ---.J -(i:: -- So >- '" ... 0:: i;: REVISIOHS 5-80 ... '" '" ::i... ., ...... :::11I 0: ... j ~~ -_:=.~ ./ ---~ X ~r----. ~ ~ ~ ~r:r: ~ kJ ... '" 0: , > "t- ~ 0 :Jz -' ., - ~ :i~t-t: '" >....w:;:) Q o.,jwo c;; uu~~ I ~~CI'IU ., => '" ... u '" t! Y9 Z .~V^ 4; 0: o ~-~ 2 ~"" ~ ~! :;; &1Z"'o::z ...- ...... - ;2"'0 - II UOI z, II ~::l 11 Q::fI) I :a.:: 8~ II ~ ~~ --:..J.t ~ ! ci o 0: en wo ... ...", u... 3i III 0:: :> U .", -", '" ... ;: -' ;:", =>U P" It o 0-, 0... 0_ -... . zen OW-' Za- -... a"'''' 0::...... ...o::a a zo::", ...Oz ......- '" ... -'" wo'" wo- ",--' ... ... o Z ... .. '" =>.. 0: Z :lEZ ... ... ... Z ...1Ii "'-' 0 !!!w 11I0: ...... in ",,,, => ~>- '" w... -,u i .,- >- -' -'Z ....... ;:... '" ~III ,,0 => 0 ... .. Z . U -a ...... 00-' 0 :... ZU ... ~ ... u> ...~ "zo 0 ...-' 0:: O~o:: 0:: "'0 00 "0" .. >- Z' 0",... >- . CI'II&J "'- fcn-c t- U'J IoU a:: '" z~ i ...... aao: 0::11I ~I- oC( >- ii:_ zzo 0- CL..... c...... u..J ~-J '" "'0:: . U 0<<< ...-' >-c u:;:) '" z...... ..... ... ...", ~QQ. >-=> .-' .,-... ~CJ t: 2 "'''' _>0 "'- ....~ :1&.1 "'~ w~o -'... t-.... .... II) ;9 ...=>... iu :J oct) ~ - ... w" :~ z<nu) 0 "'...... -... CL.z l.&,I:Jl.IJ ..", "''''" o w2- ... .:; t- .... Wu ~ -~ -' 0>- m ....oa. ~z oeD e ,...i&. W~2 u- 0:'" Za cO moo ...~ ......a :IE ...u :IE~ '" .. 0 a... <I).... t; a:: >- :IE z>.... 00 S!o.... ~~ :; CI.. ~ u... ...0:: - ZU t.&.. ..J U ......2 C zQ- 0:'" U II) :J: 0 zt- 0-' o...=> v~ uca:::l ..... -,..", ~ N ,.; .. ... ... 0 Z County of RI"."id, NORMAL LOCATION OF UNDERGROUND UTILITIES STANDARD NO. 817 A\ f~J ~ ~, - I. II I' ! :1 I :. / II, II e ~ II I L .1 I- I :1 , ,I : . t' ,I, ..... "I ., p /00 CAPACITY OF CURB OPENING !~~ETS ON A CONTINUOUS GnADE The capacity of a curb opening inlet on a continuous t'Tllde varies directly '.;ith: a. Depth or water at the inlet entrance b. Length of clear opening . I The depth of water at the inlet entrance for a given dlscharge varies -- / Directly with: . a. Cross slope of the pavement at the curb b. Amount of warping or depression of 'the gutter flow line at the inlet c. Roughness of the flow line Inversely ''lith: a. Longitudinal slope of the gutter TI1e capacity of a curb opening inlet when intercepting 100 per cent of the flow in the gutter is given by the formula: Q ; 0.7 L (8 + y) 3/2 Where y ; depth of flow in approach gutter a ; depth of depression of F.L. at inlet . L ; length of clear opening The capacity of a curb opening inlet is increased bv :lllOlving p<::rt of flo\l1to pass the opening. Ten to fifteen per cent of the flow is usually passed. ~"~r To size an opening the following information must be known: 1. Height of the curb opening. 2. Depth (a) of flo\l1 line depression, if any, at the inlet. 3. Design discharge (Q) in the gutter or information as to drainage area', rain'Eall intensity~ and' runoff coeffi- cients from which a design discharge can be estimated. Any carryover fro.~ a previous inlet must be included. 4. Depth of flol-1 in normal gutter for the particular longitudinal and cross slopes at the inlet in question. This may be determined from the street capacity charts. -2l~- A,-z.- I I ;1" ;1 -I -I ~I II "I-~" 'Plol PROCEDURE S-n2.,C. '<8.....,- 6;R.A"Pe:: ?" 1. Enter chart 1073.01 (a) with depth of flow, y, and gutter depression at the inlet, a, and deter- mine Qa/La the interception per foot of inlet opening if the i.nlet Were intercepting 100% of the gutter flow, 2. Determine length of inlet La required to inter- cept 100% of the gutter flow. La = total gutter flow Qa divided by the factor Qa/La. 3. Compute ratio LILa where L = actual length of in- let in question. il t . \....... I .1 I. _I .1 ., I .1 I I 4. Enter chart l073~01 (b) with LILa and aly and determine ratio Q/Qa, the proportion of the total gutter flow intercepted by the inlet in question. 5. Flow intercepted, Q, is this ratio Q/Qa times the total gutter flow Qa. 6. Flow carried over to next inlet is Qa _ Q. -25- A;:; DEPTH OF FLOW. y- FEET- I 1073.01 I , .02 -F T 04 05 06 0,8 10 I 2 3 ,"" ,.5 6 ,.8 101.0 .pID'l. i I ; I I I: ' =(0) DISC~~R~E PEk ~OOT O~ :: '/ ~/V8 --;-LENGTH OF CURB OPENING -+-r-i , .: '7.6 I : I I 'I 1 I .S --TINLETS WHEN INTERCEPTING -;-!-+--ti 'r / I -:-+100 % OF GUTTER FLOW -+-1-1 ~'0~J' I, t- .4 , I, I tll' II I 1:;-/ t I 3 . --r---I-~'i Tit--+-I--t~ f~-4-+'H- . I I I , ,1 : ;j~'v.:" Y I I , ill, : I 1'1 I Z(/lf1 [Vi II,' I 2 _I __-t-L~' ~ 1/ /.rll,I" I '1 ! ! I i I~~ ~:~:~~0tyq! r- ~~ , I" I ~".> 1/ );.i -.(/: '/' I : 'I 10 I '1 I I -r ;1 v~ I . -- ~., I I I : I! , I I'! I; . ,~ KA ./ /!/ i 0': I'r I i I ': I I I I 'I I 1 /A~~ ~ //: V Iii I I _, 1_ ~--I-I~!-+- " ''7,L-:..L:..... : H.-'-I-+-- , ' I I "i/";: X -T! . I 1 . i , _---I- _ '....L-LL V' 1/./ I / .-LL--:,--,--,-" 1 _ r I I:T . 'Y I 7/ '-;T': i I I I : -- _. ,._ I ! I) //1 V/ I _LL-L; ~-+-iH"- I 04 -rT):lf/ '! ! V,,('! IT I ---:--j I I! , ,...--t-- IN~ I %fi' ill / 1-1 !-L'11' 1_:_ 03 I /' ,/V -1 T~ : i ! i I -I- , . n I IT. I- . - . i ' /'/ I VYi " I I . I ,. i I : , '.Ii"// / !A'/~ i i 1 [;( I l' I I .. )?1Y'n Ilii~t7+--r t-- i I - ~ r ! 1: ~. ! I ~ :1 ~ ~ I. ..' ~ I DIVISION TWO WASH., D. C. :S;.:-:~to;:":.:~:.""", _-c~~ 'r.~~....~.... . .-. .- I I- j ! J , .01 " o It) en ~ ::l -. Qa La 08 06 05 02 (b) .0' 1.0 I , .8 .6 .5 .4 Q .3 - Qa .2 PARTIAL INTER- CEPTION RATIO FOR INLETS OF LENGTH LESS THAN LQ ,,~ .05 .06 .8 I.OJO BUREAU OF PUBLIC ROADS ~ ~-~_.~ - . . -'- .~ '. ~.~.', -~~.....-:~.- ._~~..- ~""--',:""..~.' I' II II II II II II II II il II II II II II II tl II II i , \ ! \ . ~. / tj"....L./2 .- j L i /0 I " , B /0 6 .8 9 4'. .7 3 B - . 7.5 2. - D 7 . 6..5 .5 6 I 5..5 f5 I . S I 4:( t I ~5 I 4- ); ~ ..3 .~ ""' ~ ~ .~ .2.5 ~ '<3 "- ~ .2 * '" .. ~..5 / ,. .... ./ ~ 2-5 "5 . ./ /.2 L \ , -I -L_~'_~/ (I t 'LtNlll ~L";;r~ss,,:v' roJ /.0 "'- ~ .8 ~ .6 ~ /" " ,,"'.,, .... "" ~ .3 "". , - t. . . ~ '" N " Ie ;/ ~ ~ t.o:f1~;' ~ . .2 ~ ~/ , ~ . ~ "f~ ~ ~ ,,/ /I ~ ~/ I:l '\os ./ ~ .08 ~ ~ .06 ~ .~ ~ \i ~ ~ ~ ~ ~ .... ) .04- ~ ~ .0.3 ~ .02- ~ ~ \:; z /.5 t I J- -30- ~ " ~. ~ " " , " .~ If 1,' cf~" . .().~,. ~ ~ O!~/ · ,} ,,~' ~Jf1 ,.~ . .0/ -L i !V~b T PI03 r':: <- -~ 2. It:; /.0. ..... ~ -::; ~ L.8 1:' r ~ G ~ -.0 .9 .7 .... "'" ~, _-% -.5 ~ ~ .~ .4- ~ ~ , .... .3 ~ ~ F ~ .25 ~ ii "Cl Q ~ ~ .2 - ./S 0./ D6" TABLE L 9ur~(Ju .:1 P/_~..~ ;:;-:-:1(:'$ ~."~I!J.-: l'",_o I:'.1..:-h. PC A,:.-..::;r~C7 /C.'" c:,~C:l.i" cf rurD cpt!.~.."t; Ir.le.'s al /0... ,<:..,.-:.-s I II I I I I I I I I I I I .1 I I I I I '.10 ,.., IfEt'/$IDNS ~ .. , =i- ~ -t .t (;)... ....: ~~... ~ U · t-.I ~i~l ~"i f =c ~ ; -- .. .. .~ +. .. a \.. ~ '" ~ ~ ...~; ~~t F~ - \0 ~ ~ + ~ i I I ~ II ~ i Ip . ... fi e ~ ... ~ , ~ ~ lto .~ a .. l' , . ~ Ie. ~ i Ii! E I II I I s! II II Colrdy of Rlwr1lde MAJOR HIGHWAY STANDARD NO. 101 t..,Cp I I I I I I I 'I I I I I I I I I I I I 100' R/W 76' P/D5 38' 38' 1/4"1'.' ft. .'J . 1/4"pt, " 'e Optional Median 1.5% n::O.OI5 1.50/0 TYPICAL SECTION 4 8 20 Z' 30 40 ~ 60 .500 400 500 too 800 1000 40 8 '0 " "'0 ISO ZOO 40 0.0 30 30 .0 .0 '0 . . , -,:~~:::- 10 . . (J . 0 7 IJ 8 I 0 > ~ . (. 3 C IJ , , . ~. :~::._; he stree ;:~.V-:;~"'F~~-.~~7 --;.. :-.::- q..u n.. ... .:_::::~:-:_t;:::~:-':;:~:"~E::"u :'~ .:: :::.::- ;..:-: 8 .~:::-:::t::::::...-.-. . . .on .._.. ....... -. ....::' ,or; :,;~'!:" .":','-' :::,::-;,,1;,::,..." ..:..1'.''',..,.... ~ -~ ;::.: . ::! '-, ,::-:.:- 4 ~ . --. ----... .. .-----." m~" F':'t: ~:\:;>r: g::'~%l':;": . Tof':;..)"'; '_'. ~.: ~.. ~~.f:::I.C~~:t:.:~::'~:: . . .' . . . - , . FLOW :D.T:R/WLlNE WITH F: URS:'- : . -...,..- u_.. + --. - -- m"-- .. _n.'. . .. _ ..1 . . -- ... ., ...- 1.- :::t - __ .. _t -- ~~~_~ . i~j~~ k~~iw~~~TH;~E:l.:~: ~ ~ - '-- iTo1> OFCRO N.... . ~_. ....:. -.. -+ r" , 0.' 0.8 0.7 -........ . n , , 0.' ::.'~~;.:.;:,;~~;~:~f.:, 0.8 ';: 'ri ~::.. . '_ .:::-: ,,1- ~- .~ -.f.~ ;.;.i-: . I : ',d,.'.:;;,"'I',' .. '. ~,!"" ';!'E~'_~~ ;~>: ... :i:::;~::.:':::F.::;~ ;:~_ "::- .....---... .... . .i .;-: ~ -" ! - :: ;; :-;~; ;: 0.7 0.8 -,... ;'__'--; _ I . r-. ~: -;. llEe:rtE~r;;;URe:. ."7'=:-.';' :1'.., -c_i 'j.-': ,- ;. ..,.1 ..::'-,.f :::< -':;:;r:': --- ~~i~;~~"~~;~;~;:'".;;:r_~~.~~~~~ ~~';~~:::;,. ~;~_~~.~L: : .n: \~_ .. P1o~<~~'~'_:~;:~~ ,:~;~>~: :;:. ~; ~~ .: 0.' 0.0 0.4 0.' 100 1000 , . 400 ~ 600 . '0 20 25 10 40 so 60 eo 100 "0 '00 300 , . 8 .. DISCHARGE - C.F. S. (TOTAL FLOW IN STREET) NOTE: . RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT VELOCITY DISCHARGE CURV.ES COUNTY STANDARD No. 101 76' ROADWAY Gila e" CURBS Without optional median, flow tops the crown os indicated. With optional median,. flow does not top the crOwn. Computations for these curves ossumelj o median. However the results ore applicable for either situation since the hydraulic effect of the median is negligoble. RCFC a WCD HYDROLOGY NJANUAL 19ooo.... Ag. J' r__ &_-. c~... ............ _ .... co.."....."""'- .. 0.', c...... '/ ~ ~." ~ .. A.i. PLATE' 0-7.2 I I I -=~ ~, 000 ... M. I~ 2ji _"'0._ ~. I~~I I I I I I I I I I I I AD /55 :So D. 785(, sr:ee:.er I .~z~ I ,."." ~ , ~, '", si " i. , c::, .6"'i "'I , i -J I i I I , I ~I I I , , , , I --l i I , \t ',<> 'o;i, \ to \'" \ \ i ! I i , I . I I.~." 1:1 ..cl ~I ..I' 1-1 'v \')1 IJ) \: po,11 <( ,. ..~------~- : I , I I~ I ! i i I I i ~. I i I I , t;>i1 ,907 ;<1 '" ~ " . I , ~ II ~ . iii ."" .. .~ K (gr.",.os;::.alb ~.s /O-Zf4.,gC, ~fJtJ.t?" .l~V ,If> "Q ~ => (;~"'Q. :J.~V) ('"""'::1 "".Il ---,S/S'(i1-- ,€Q<9 '/ I " I, J) V .)" .SSS'e;J.J,.;7", .CJ5 Of) J-r I , '" '" 'Ii , , '<I"" ...<;:i . . . . -- .. ., ":L'> .. \II .J ~... 'f< 101=' P/07 / / ./ ~\ I I I I 1m 222 ... .- I ;;; .- ~. -....... ::::::; I ~~: I 'I-! I I I I I I I I ~. I ~ A.D. 155. :;.7::>. 78 S7b :sr. " .. ,....... \R ~ <> . -.t~ ~ q; ~. "1- '-./ ..~- ~, '" ~ ...... ~ Ii :n N~~ i- . \I ~ ;',~ ,..... ;f ~r-- ..~~ t\I .. In ~ ~~ " -\. "- ~~~ " "'Ill.. i- i- -\. ~ II" ~ ~ ~ ~ rI \I II \I " 1\ " . ">'- ~ \\.. ~ (\. Q. ~ ~ :n " '"""' ~ , ~I~ :n l() I:; '.. . <::i 011'":> f-~-t .. . ~~ lI' . . ">'- " i7~~ "s ""> '-' .. . I' . l\J l\J l' .) .~~ iJ .. ()' .. t\) j)t iii ~ I i I 71 , I' .J.. ~.~ ~'~ ~ . ~~ .' . ~ . .. ~ ,..... ----- ~~- ~...:. .. --. . __"__h'r.c. ._ ~ 1-:.... ., ~ ~ ~~ -3' ~ : '-.J ':I! ~. C:( '7 ~\. .~ ..~ ~E .~j'" . ..~ .~.. ~ \! .. ., ~ ~ ...:. n ~.I: <ll 'II" I ...:. __...~ __. __", __.__ .'- _".m 1"-- ~ ~.. d:~ ~l- - .~~. R 6("'052.01(,, RwS ~-z&, ~ . PJ06 Z()e;4 .\( . t .. l/\ '" . :r,~~ '" !:i 11"1 " T"I . 01 " V N. ~~ t\l ,) PIA ~. \.' x 'Ii ~ ~ " 1~' ,.... ~.~~ -\. . -\. ":It ~'?' ,., ....'- . ., . S"<> ~~ :n'\N :\"\l<'Il: 1\.0( """" ,. '-' f":"\ ~~ ~~ ~ ~~ n II , .s.. - I "'Ill -......; \\J \I . \I . II .:;: Q. \\.. ~ ~ " Q.. ~ ~ h ~ , -- ----- .u~ ~ Iu I!l' ~ \\l '\lJ \!)O.- ~ III \I I\: . "h--- ~ 't" C!.' ~--.;.. ... " y UIn .. . ...+~_:n_ ... ,; . ...... ...-----:\l"'"";-....;;,.-.-... 'c'i, \?.\- M \n ~ IN .. . . ..!:l (;\. . (\f~'" ... n._"" '0 ~ -\.1:-;" -- __._--:;__.___n_~_' " .~'~_\";c. ,.._.._._...__.__m..____..__ ; -~'+,--~?~~=:~-H=;':~~::- _::, , tr;:: ~--. + ~ .' .~ i: - '~-=-+-i l~~r j _:: ~~ ~~.-=_: ~,~ L+~.:-;~~~ .--:~~.':-t --~'i- : '-~~~j~!-'i'~l+ .' ..... .~.' .. .....;,.~.. ~ , A.I) /55 I I I l:: ... ", IE .EE ~ O~ ~.::: '.', --, 'II\. . '~ '" a , ' '" ~ · li S' <l ~ '", ~ " .,....u. ::II I' Ii ~ 'f~i s -.:c;~t-, ,. ~ . ~I I I I I I I I I I I a-- . _';~~'&~:'~~i~:~: ". .. ,_. .... , , ~ rJ' , ~- ..10- "'-. .'()- -.-..:~- : . '^ ..' ,", ",. S.D. 78/51# S77Z.eXT R b~O..s-zt!?Id, /d -z~7!3b ......... "I.. 1 '] '4 ~ 0/\... <i l t () <:I I 'If' II- ~~ /' ... ? 6\ . .~ I ~ ~~ ... , I" 1~ r-\ri . In '" ~ ~ ",. ''-'~ ~ " ~\t ." Q (; . ~ .;. .~ I . + . . " .. ~~ 4- ~ -l- -\. ~ Il.. '<:\ " oS .; on to 't' ..;::. .'-' "'" r- ~~r '-' t r-. "II ......... 1/1 "...'i:i In ~ ~ tQ ~ In <i ~ <;'!II In ~ I ~ \) -;:. n I . <i I() <:> In '", ~ -:;'\<:1 , '" I I I . " '3') 01 ~ () q:\\\. 3'lN '- t<\j ~ ~~ -~ ~ '-' . 3'\ .-\- -l- 1- "-' -\.. "i-' -\. -\- "l:. -\. ~ \n \0 \I) ~ I{' 10 10 ~ " "t1A.. \0 i ~ ~ ~ . ~ ~ ~ ~ 'I \l "if: . . . . . . . Q. ~ .~ "t :<l;: \\. A.. ...--.," .-.'-.' -+- ~l ...~ .. ~, ~ ,,-..L.',.':' ~ ;":'.'v"'~;';' . ~'"'- '"' ~ s: 'f. ~ ,~ "" tC\ "-.~. . III .r-- ~ QI)~ <:> . 1::\ o. <ll <::. ~ ~. {. .r- <:I .:::J -II) <:I '~ -t . f'\ ~ ^' II' IS "" *. ---- .;:(: C(:. ........ '"" "t. v '. ~~. "" "'_'\11 .... ~~~~: ~ ~. . i- In ' n' ..-\.." .~n Itl. ~. ~. In t\l ~ . --'-::;; . .. -, -... ~ . \-.::s'\ ~. -- . ~ '~i-' ---~: \t ..~ ~- 11), L~,:.'lS~L._ --:' ~. ..-- ----t\;' ",:,,_~_j.'7.-' ~. \I .,Jt>-.- ,..._~_.. ,-.'" 'm ._.): or-" ' .. . \,. . ,.. .", ' , .,)q~..." . . , " l' ~ i, ... , " '._ l\c; IV '" '~,:.L..t.:....:, ~--." .. .... --, ..~.. . !- --. -T '" . - ~ ,."" _.\,~:.--._; ...;,.._,!....,.. -1 :_ ....:a..... ~ .". .." ::". i- .~ .\,- __ .,. _ __.--.-...~.~_,... .._~:.-_~ -..;v--~-...._-:---._- ..._. .. _. __._._ _.n ..l.:~r\Y,~,u: . - .:. "~};:~J. . .,...:~ . - -. --'. r- In ~ ,. ;Po _._ ~ r-- .r-: ~, , ... <;r;. . -..-....-. -." It. ~ i- ~ .;:; 'i- \-\\~ '. ~ .~ \i 4- Ie\~ . .. , . ~\) !<) \U \s -'L__u 'II ~ ~ .[\ V\ .:;; <t .~' ~. N N _~__.__'u .4__1..... .---'~_.....-------_._---_..,--~_._.- PIO':J :3 ,,;. 4 ...~_._- H_,?,,_:_ '-.-\c" . . 4..____~~__ _....- -.~ . -';,.;!. . .::., .,(::'~..-').. ~- :~ .. J I I t: ... :>>;:>> C - ~-:: ., _ ':i 11.1 I I I I I I I I I I I </iF. ." 'b " 1?..~:dSZ "/6 .4;V 155.... .. s::z:> "11 :s-~ ~ ~ 1... R<<JS.M -~ -$ ~j=_~_.; . \~'~.__~.=-- ~._~:_.~~ I ~~K~~~:=:~t --r1=~"~. . ::.~". ~~ ..:.-~=:- ;-~r _:. .~.~ :-t~~: '~'.:-_'.=~=.~1i~+t.. ..... .,. ....:]~_I..-~.~:~:.:=.c. .-, --- .. --- -~\ .-.-...-----. ----:-~-l~ ~=\---.=~".~~~~. .:-:-t-~~-.---~',,'1 ~._.~..~ :_~. --.'.-.-- .. _.. n. ... .... . , - ... <l .In ..~ . ~ !.~.. "11) .. "" <i "!" . -\." ..... : \ ^ ^ ...., ",'q,'... '3'\ ... .... .,. ",,---" -\."'V A ~ 'N' ;-~~ e ~ ."t 'Il1N S'> ~ """'-;X'-1Il . '':''i'll~tl....~. ~-~. ....., ~ 'ji <? ~ .~ ~ ~ -.;: - I l:i 3' :p '" ~ . . ..~ ~ ~ ~ ) '-' V '" ~ \'I. ,'~ ~ ~.~ . . ~. .. . ~.... ',-\-" '-- ~ r-. -\. -\. ~ i- ',\-'~. -\. ... ":" -..... .... ".~ ..~ ~_..__..~ ..._~---~---~..._...._._--_.._. T ..~. ....-.< "'..' ....... ...... ~ ~.... . . . ~ ~ .~ ~'R 't:(. ~p . .~'t :, ... 'IL~ ....- ~ c:. <S. I';' .. , ". ".- ~ ~ ~_' 1 ':&" N" -h '.. " () ! I. III e , ~ ~ ll'\ ., -ll \0 .~ K ~\~ '" . "'l;:~ K) ~ \0 ~ .~ U1 .c ~ ..... 'l\ ....;. II ~ .. to' I<i '" '""' .M '" r '<i II> 1- .;';111 ~~~ -~ ~ \11 .:;. ....... Q\'''' ..+ ~--\\ r ~.cS ~ ~ .... t~ .... ~ .' ..-I- It> "'. . -; "l~. rt;-- ~ ~ '" . ~ ~'" \l ~ '<i 1-, -~ ? N "': ~ -,\. .~.~ ,..... r--. ~ ~ ~~' N -1-. .;;~ .- ~'i~ ~. ~ .........:: ..... '\.. ~..... ~ . J:... ()'\ N ":::' 'tJ. - "i ""- 6" ~. \t\ , (\ 1:\ ~ ~ ~ ao;. .:::::., - ~ -\. -\.-- .. ~ I;:: ~\" ~.(\,\ ~'-.J ,.... .... """ \\ "" <<\ "l;: "t"'~ IIJ 'l: ~ \ I ~ ~. b 11() \I> on , ~ ;:;; ;.t;:::' ~~ ... " '" " \0 I ;r-, 1- '- . ro. f'- ~ " ~ ::::: . i ~ '" ~ '" \0 10 " ............... ... ..... .\() '" .r .. , ~; ~I~ -..:. -, .. ~, . ~ .~ 5v I DESIGN OF SPUN CONCRETE I CONNECTOR PIPES FLOWING FULL 1.1.. 0.5 0.6 0.8 0.9 1.0 7.0 8.0 9.0 10.0. 0 3 . - 4 5 6 7 8 9 10 0= A../2'QH... ~1.2+ O~~I L o "- ""- '" I 0.7 I I II II 1.5 II 2.0 II 2.5 JI ~- 3.0 i 3.5 ,)1 4.0 II 5.0 II 6.0 II II , 11 ::M. '. Catch .II Basin J . _ 11/77 OR.......GE:; .c,Ql..1o,1l'( EMA. EXAMPLE ~1.0, 0=20, L=125 USE 0=27" 15 20 is. 30 "- 35 "- "- "- 40 50 Free waler surface ~Hyd. grade line Slorm Oroin 60 70 eo 90 100 -37- 0 ~EN"rH (F--EET) b 7.5 50 75 100 125 150 ft:> 1'0' I ~- ---.- I'. Pag" C-J PI I I .- ---- V.r . -- O' [.,/ , , ;P/ , / /~ --- 1/ // ~ .-- ./ ;/ y o , / / V --- V V - " y /' t...-- ./1 . a",; / ! ! ~~ --- .... / V ~ /i I - ~ ./ I~ -- V V /~I.- - -- 10- " I- ...-- :/ I ... /' ~ ..... / ./ V - / .. -- ~.9--- V - l.--- - ... V " .-- -- ./ V :;;- - ---- -- f.-- ./ y;- - ......- ... 0 V .. ~ ..~ 25 50 75 100 125 150 .17~,2 I'AD'LS',t .. ,Q.C1 . ,~ U-67 PIlL. 180 10,000 168 8,000 EXAMPLE (I) (2) (3) 0-42 Inch.. (3.5 '..1) 6. 156 6.000 6. 5,000 Q-120ch 5. 144 4,000 a" HW 6. 5. 132 D ,", 4. 3,000 (I) ... ..8 5. 4. 120 121 '.1 1,' 2,000 (0) ... 1.1 4. 108 3. -0 I" f..t I 3. 96 3.. . 1,000 800 --- -- 84 ....- 2. 2:- 600 500 /'/ 0 2. 72 400 /' ~ ., .~V '" 300 e :I: \.~ 1.5 1.5 <.> ./' ., ~ ., 0: 60 u. 200 / '" 1.5 ~ <.> .... ~ ./' '" S ::E 54 g /' .. .... e; 0: ./'''' 100 ~ '" 48 ./' :i > 80 :I: ..J /' .. ::> :I: .... <.> ---42 <.> 60 ... 1.0 1.0 '" u. ~ 50 ~ SCALE ENTRANCE 0 0 0 1.0 40 TYPE 0: 0: 0 '" '" .... ;9 .9 .... 36 30 (I) Squa,. ~Q' with .. '" tllad.all ~ .9 ::E 33 0 .. .. e; 20 '" Groon Ind witll '" .8 30 hladwall :I: .8 (3) GrooYllnd .8 27 ptOI.cIII"" 10 .7 .7 24 8 .7 6 To un scali (2) or (3) projlct 21 5 h.rlzantaU, to Icoll (I). thin 4 uu Ilral,M inclined 11.1 tllrou'll" o and Q leol." Of' r.,.,.. .. '.6 .6 3 iIIUllt."lS. 6 18 2 15 1.0 .5 .5 .5 12 HEADWATER DEPTH FOR CONCRETE PIPE CULVERTS WITH INLET CONTROL - BUREAU OF puBLIC ROAOS JAN. 1ge! '. I ;- ! ~ 18"0 168 156 144 132 :i 120 ,,; ... ... .. 108 -' .. -' 96 Ol " ... " " .. 84 ... .. CIl 72 w :l: C,) CIl ~ ... 60 C,) ~ z e 54 ~ .... w a: '" w 48 a: > ... oJ :l:- '" /~ C,) 42 ... ./'" 0 0 a: /' w ----36 .... w ::E 33 '" <5 :i 30 ,,; Q 27 .. .. Q z 24 .. ... .. 21 18 15 12 BUREAU OF 'PuBLIC ROADS .IAN. 1~63 10,000 8,000 EXAMPLE 6.000 0.'6 inch.. (!.O fll') 5,000 0-66 eh 4,000 KW' HW 3,000 .- (t..t) (I) I.. ... 2,000 (2)" '.1 '.3 (3' ... ... '0 In t..t 1,000 800 / / / /' ...../' ;.~ -> /' 100 /" 80/ ~ 600 500 400 300 200 60 50 40 30 20 10 8 6 5 4 3 2 1.0 ~ .!:!Y! SCALE o ENTRANeE TYPE (I) (2) Hlcd_all Mit.,.d to conform to Ilop. Projlct!n, (31 To ... Icol. (2) or (3) projlct horizontally to teal, (11. then us. I.,alfhl inclined line t1nOll9h o ollld Q Icol." 0' rlVS'" 01 Illustrated. PJJ3 (I) 6 (2) c- (3) f- 5.. - 6. - 5. r6. . ~. ,.... 5. 4. - 3. - 4. r- 3. - 3. - 2. --- --- ,.... 2. - 2. is ~ -1.5 ~ CIl -1.5 - 1.5 a: '" .... w ::E '" <5 ~ :l: - 1.0 f-I.O l;: ~ - 1.0 '" 0 .~ .~ a: '" .... -.9 ... ~ f- .8 -.8 0 '" W ,.... .8 :l: f- .7 -.7 ,.... .7 - .6 -.6 ,.... .6 .:> -.5 -.5 HEADWATER DEPTH FOR C, M. PIPE CULVERTS WITH INLET CONTROL j [I 1 I -.=:~ r.. - ,.' --- -1.'1 '-' - '..c:::;::::="" '-----' ~ . ~ ......., .... N ... I 0 ~ '-' " 00 , . ","'=-. ...e~ r:-, Ii ,~O ",.... Z.' .e -i::: w \1i ,"Q~ i3 N ~~E 5 I I t\J ~:1'... ~ ~~':i ~ ~ w. '" ~I-:: ,.. l'::r, I'\) ~~~.~ I ,"001"" )of II :oz ...... )l . "~)I oj 1 -~;a .-.... ij Nee .. ~ (l"' '" <:3 <::S ')~. -- If 1 r- r:Ljtlf 114- 'L[ 'f UCf' . I -g' i ~ E>D SPACERS If ~~"-r I ~ L ".., . #3!!tUt!t-ft~~~.~+..~1-.'.r,----, '-kf -jl1~.J: j~~~~~:;:!;~~~i~,_. --~-r- .. i z (\ i5 '- :l ~ ~~ ~.. i !I'Q 0 .. . 0 ~ f II I '~'" li 0 I - i %?I '- 'i z . 0 i~ ;: '001- w i~ ; . . ~ '-.. :.l , .. ~ " ~ .. u III ''''Ie , . ~ '-'" . '... ~ . . N '.IN - f PLAN NOTES I. aNTE. SlJlPORT A$s(MM.T ~l er URO _Vt ~ OR WOllE ~t\ttGS Ut( SP(Clf1[O. 2:. __I. 8Ol.T5 U9J) ~ a;NT'[A '.U"POA'T 9W-L I( \ot~ 3. fRAIoI( ......v e.t n...,t. TED OR \11[1.0[0. 4. 8Ot.TS clofOT MYElS CA MLOSI SHoIU. II! USEO TO "ON T'MJ OR IClHt f'RAMES l'OGI;MJI ~ TO TloE OH" eu.... s. ct TAIL 011 (HO SPACE" StC:lWS AtIS1€D '-.. C"oI[NSIl)"l'i. .. I. AU. PARTS StW.t. .. 0# STRUeTUlIIAL GRACIE ~ STEEl., [1l:C[PT [NO PACEItS, W\4ICH 1I.toY 8[ 0" 'ITHER CAST IRON 011I STEEL. g 7- "LL (.~c "EU.1. PaRTS SKAt.L. IE GAl.'i'AN. ~-r lZtO PPlOIll TO ASSEM13U'. WELOIHG, liIIlotoCI4NiMJ, r ANO ORIl.I.ING S~LL BE DONf. BEFORE GALVAN- IZING. .t.L.L t>>"EHSIQHS ARE FlHISHfD OlMtN- $IONS "'HO ..a.\.OE UL'tlilNCZING. TOTAL ..It. INT. '.0 I.... L.. ~..r :::.. _._ __... . sa lOOT. NO ~ . ELEVATION '" '" ... ..."''' OIN "(D~ . ., 00.. ZZ . ..'0 e~z Uicnd .1- ::>crCll a:...io --u 001,&; >>~ ......cr '=3u-i ACC<::>MOrYiTE .>I'T/..,: I~Cf3c>J(. 6 "-rJ.j/CK :-/Pc$ t 5oTTOM w /( #"4) fz "J?Ee/lR, 0 'c -c .B/W Q..t;tt'I"'C€ ..' C,;t.. r 29;' I c ~ ~,{,O g . 31. ~ ff/s' h va.r,es h QCAP CAll o-JT: T~ - - : ;t:~ur . .0.2':> 8.7 c....s 12.:' 0:5 , S. f c.r:s . . _J7..tc~S use :/2aC.AP 'PulE TO C t.tJ6Ci IAJC, , 6.50 O.1S' ,.00" .'Y'';'OtroS .....!_._ MOTl ,..(Ul(.t 11I0 IIVIUIOI COUNn HOOD CONnOl ... ...nl CONIUv.nON Oln,let l..ItC"o(D~'./ a..,(., Jr ... tJ..."....J;- (j.,;.,.'.'....'..I..'-.1.O U:l "" ~,-1-71_ 1.1 ..72 , CATCH BASIN GRATE OIl..IIIG.O.~ iiiifiO. .. _._.;_"'~...."'D... -t-----f...-. ,...... _-..:.=== --__--i_ .-! .~.- DU' fl..... _I' CMSCIUlcTIO.. '.......D.lT( ~""C:.ID'" STANDARD DftAWINQ NUMBER CliO. 1 I I I ::::::: <<< OJ' ~~~ I """ .". ... ~~~ 000 ...,~~ I ;:::~ ........., ~~~~ I ~~(i . I I I I I I I I I I I A:t:l.155 . -So IV1 tv! A (Z"'; TIE.-lrU H'/l>RDLOC"l'l - g -,:,c" -0::,2 .o/{., (:(".6 4-2"'>-B7 P => C.P. "De:"$c l<: \ PTl.o,..J Q,oo A TC V l)€'S T/1.lATlO,u (Co'::" ) CAe.) ("",oj.) (F'"ps) R-7 UII..IOe.v. .(6.-7.7,1.8) 1(,,".0 6S.O 15.1 O'::FSITE:: /JAT. vAL. UPST. OF'" oUTL€'f "-lE" I ./ q-'2.7'l.e, DE". c.olU"D.(rvoT 31.0 lfo.l 2'2.8 oF'"F"~~ "'AT. VAL. , INC.L. <;;\-se) , I UtJ"DI:.V I(G. -z'?) 15(".4 / 12-5 '334B /5.7 : OFF=~rre: "-lAT. VAL. I @OU,L.E:T NE:"T.7 (TO "PtA"-lT M2.EA) (,rwC.L. 1;-'2~-'2") ~ q -2",> l>E.\lOUT NE::T. 7 {'2."3.(.. 1'27.0 15.1 OF"l"? I.e: NAT. vAL. eS -2" 1>e.\!. C.O>J"D (/\JOT ( 3C..~ '2.0.( 'Z...:~ Ol"l"Sn'€. ~AT. vAL...' INC.L. 'S 1-<51'2.) '1'* ~-B ToT. FOR C.oMPA~ISO.J :; 14.4 \47.1 15.\ o~FSrrE: NAT. IJAL. R-" U'-.I pEII. (,rwc:.L.SI3) 350.0 1(P4.o \7.0 o/=+=srrE: /VAT. VAL U-2 U101::>E:\!. ""'L LOR '50.';:> '2.4.1 /1.>.5 4.'2. E)I....~'l..". €"AR.T1-\ c.f-I. if< 14")3(,. (TO TR 14"?>fo) U-z "DE.V. OUT. /'JI:.T. 8> 74.8 :30. Go Z3.0 4.(;, e:.X.:5'LV. E:AeTl-\ CH. '3".4 (TO -n<. . 14~5,Go) LJ-Z PEOI/. co,,-ID,'ABouE. 87 4.e, EX.. S I L. Y. E.A.R.Tfi CH. ,(2. 14")"b~ (TO T12.. 14" 3") U-3 vtrv @ C-ONF'"t.... 14'2. 62.(" l;.~ I . . e:)(, 5 CO{. t:.A/'2.i H .c+!. wi Tf< 14">;; ~ l-/'fD. (use: ~tA""") (M IT)., TR 14" ~c., ) U-3 U/U"DE:I/. ( ,,,,0+51) Zo\ ....-- U-3 ve::.v'. GJ CDt-lt:=L n.S 52.&' t&"[ ElC.~'L'/ r=A.e.rn cli. v-J I Tf<. 14")3'- (MID. -r~ 14~ ~~ ) N 65 II- €"S T. t4iD iJ-4 'Del! @ "DIA'Z )I..-IIJL, '22.5 82.(" (".1 E:l<.. 2-4e," CI?? ~ "D /AZ 4<.1). EK.\ TS TR. '14~3G> ~~ mw Qf. Z"I3.t.. + '%.3 ~z.:~) = '314.4. CF'? "GI-tH~)) Gr'2,?I-Il)~\-~lc,~:'I; 61~-17 (,1~-15 618 <:;I"'-ZO /-2; t'iz:z v I' V \/ v.) v ) '-./ "v' :..-. ,,",'. . ~I.r..... 4.e + ".,.<' , 14.,i-1I.? + B.o + II.S .. /.7 +10,5 ... 1.8... 1.5 5"1 . ~ = 127.0 AC.. 1 I I 1=== <<< ,,, 222 I::: u< ... 000 "'~:a I;;:; ..,....." ~~~j I~~(! I 1 1 1 I 1 I 1 I 1 1 If.P. 155 . (c..OI\.lT. ') .?u 1'1"-1 Ar<.'/ (C D f'..JT.) p. -~a.-05'Z..Q/G. TIE:-I".!" t-l'l"DK'oL.06'1 Rw$ 4-30-BI P lfo C.P. "'OE: <;; c::e I Pr1 0 roJ Q A Tc. \I. 'D e.STlN A.i1o,.,J ~. (c..f"'s) <.!-c.') (..w.J ') (l"'P$J U-(p U"-'I)"'I/. W'I...'t c.oR. 53.0 W.7 .z:z.~ 7.5 E:x. foJ't..:{ t:AR.Tl-l cl-\. IF: 14"~(" @ I W'L'/ c.oR. ""J'I214~:.C. C> \JT"L E.. T tU~TvJ. CD I i U-(" DEV. ~ i , W'L'i CoR JO...'Z 4'::>.(,. 15.(" B.5~.4, EJ(,.f\l L-I G"Af<.n\ c..~. IR. 14'" ~(p - . lAl'LY C"oK.T1<../4"5G. Ou'L.E.T. Nl2TW.~. W-5 uN D..:;V. 1>/5 C.P. W-5 :?'Zl 117.5 22.1 (",D . , . e:: 1<.. foJ LV.€A€Tt-l-O/. :(HI"D.TR 14")~G.) W-S . 'DF- V, D/5 01'= 'Z.II.? . 102.8 , 5.4- B.'VS.4: e::x. tJ'L'I E:AerH ,-t-[. OVTLt;T N Elw. 5 (M I D T(.2 I 4'? :OlD ) Y-4 UNDEV. ujs "F ~c..4 'Z8'Z .4 '2.7.4 7.2 Ex.. ru'l'/ E"AI<.n1 cT\. "DIA'Z.. RD. X-ING @. "D' A e )(-/11..1 tij Y-4 DeoV. ViS Or:' 2/ /.3 10'2. B 16.G> 5:2.. 1:::)(. IoJ'L'I E:A~ c+l. 'D/A,- RD. )(..-i1l..1'1 @ -P,A~ )l...-' /1_1(:,. ~. I I 1 I ~::~ <<< ", 000 """ I .." Egg xu .- 000 ..,~~ I -...... ........., .......... .....;...~ ........:l I l.~.l ., I I I I I 1 I I I I I AT.>. I 5'5 t:::\('I<;,T. H'l"DJ<AvLlC5 R u,(;.-oSZ..OIl, 12w$ 4-30-87 PIl, .; , L'Y S"Af2"'T"H ct-l.- "T"R 14'" 0 ~ uj,,:>. (..O,ui=='L TR. 14"-'3{.. -~ ~;/ 4' &' '50 . .. 004S Q 51 75 en n~ 0.024 Q, G '51 c-i=='S UfItJt?'Gv tJ6<j Il-' Q ~ ,'5 CFS T>e...... vis F'l 1. 11 A l2T,oJ. , Q~ 87 CF'<;' ~ b \I.. 1.4' 4.Z~ ./ 1.'7' 4.(P' I..,' 4.6' I , / IJf;J'>IL M~THJ IQ, : /47- C~S. DE-v 1>/'- LO'" L. ) /-1 Af2.11 oJ Q...~ '2.01' c.P; 1>e.v. OuT "D/s C,.ot-.li=='L. Te 14~3b Q 14'Z. tDt ZZ5 -~l a.. 1/" ,'., -~ (,e: 5,,? '/$ 'l.:t 5.~ z.4' Go .11s 1""<"'/ :; rl' --- - 12' ~-:s:-.,~- - - _ 3.8S 4:::....2~." "8'~~ 1.3~ . ~ !!I.IlS" -:-f "u._~ 'fi;D~b.{)I Q ... AM 5/~ S.l=. [..l.U>.... '" o.oJ"l.I?>.. AI-\. ~ 778 QCAP ~ BB :CP.; .:: 75 e=::KI~T. 4~' c :/Vl.p. -..-~.5' ~ -/ 'P/2.O~~C.TI/I..ll'." ~u>.JLI""E:"'D - f\ ",5"/-l.vJ ~-4~ ~ ~w' . r. D "'I", (P '3 .. ex UP '" /I 0 -rA\'-:v.JA~ C.r1e:-~K -GJ<.IS-r 4S"Cf-'l'P: "J(. O.I~. r=:.J( loST. 'Z - 40" C-K? @ "D/A"Z.. RD X.-lklC, l:>~4E>" -$I""~Le:: C~L~.p.I<:"'."'.)<' i5 U'"'5 . 'j-4' -f,M.... a fU'l. e:A-/2.Tt-I.CH. Q _SBD V'S.I -"'I-~~ i~f. ~;HW 1=- IZ' 6.K. ~ot2 $11\J6l.t:. 4e,"(ZCP f-k, . I '- -V'" 4" "8.0 Qc..A,P :c '210 c.F"S 1='012. "Z - 4 e:. " (Z..C.? Qc.I'-p ~ 4"U/ ~s O.K. --- ,,( E:X.I?. t-\'I"Dt2oLD6'/ - TR 1403 (p - e..1-\~cK' r::LDv.J ouT- (cPi C~~ F=Oa, -::;:. 5"2. AC APPEAI2-S LOw",.) A - 51.. AC C.yT ~. ~./l,'( 3.D ~ Qou..- ~ ISO C~ , d~ :c z.4 .. V" ';'(.,.1/5 0.1<. --= Qpls c.o...o=L (C.'? U-3') G 75 + ISO ~ ezs cFS < 4'2.0 c.1=S ~ 1 1 1 1_-- ..- ... ,,, 000 ... I::: -.- ;;;;~ 000 ..,~~ I;;;~:; ...",..,. .....:...:.; .......; 1 ~~~l I 1 1 1 1 1 1 1 1 1 1 Al:> 155 ell...1S r. 14'lt>I2.AU L.IC.~ I< fi>(b-OS2.0f(", .12uJS 4-co-B7 Pile> N'L'! EAR11-l c.H.- '1"""R 140)3{'" EJ<.I~T -:'1" taC? CE (N'L" E:o\.Jl) f 1 ' -~' 1.\.,.,:7.0 - T 120 t...t= S7"~p C.H.INV) - Ww 1 - : s;- ~ 1.47 "D ~) . 1) : 6," loo K.11IJGi w'L'1 QeM =- 180 c.~ -< /0(" D. \-'. -..-- E:1I...1"",T ~A{2."H c..~. uJ-S ~ 'D/'S r,e '4~~(.,f A.O./55 -L 'I'~,~..I T or=: UI\1"DE.v. GOfJF"L. c.P. w-5 c:Q do" \/... '2.1 0:;.. . IOCD 4,4 vI? c..oAl ~L . ws 3'2 , ~.., (g.0 J:>/s.cp1oJF"1.- c.F, -5 Iflr.Y i 10' I- . , I +'Z.15 <2 '-....W-OS T e' .:?," 0.001.."1 ~ E.K.l'5T E.A~tH c 1-1. T)/'S O~ pE::V. C-oI\Jj::L G! wi OLTTLE?\ l'JeOT\AJ<PRI< 5 0.." V... +/ose c..P. OlJT NtT$ '211 3.1 s.4 -ph c.O"-lF"L . c.)(. t S I. e;:A{2. -n-I c. \-\ U I'? oF"" VIA -z. 1<.1) !. '32. I A60vE: . +?43 e ~ ."P. "(-4 "k"/ '~' I )(.-/.J6 - u,I'J1>E:.\I. 1 -\"h.'1 I~' \. T . Q - 0-., v.... ...,.'2.. vI"> "D/A'Z- 4.6. &&4 - E:.J<.. \ <?T. 1'2. ' '>.,:fJ.DOZ.., t:AQ. T1..l. CA-\. \) I 6 Of=: "DIA'Z.. R1) . \( - uJ L1 -:- 'D If.' 1/. Q d" V", '2. II vIs PfAl. -z..lz, 5:2. Ex..IST '2-(,,(.... C.I.'P.P. -""DIA,'Z. Rr,:>. )(-1"-'4 - utJ'DEII. - Q.~ btP4 c.f"S I~\l.s' -/ t, ~ : ~~.:; : /.BZ QCAP=~80cF' " 'rr.:o::\,c, 10 v 1.-r,v,-e/.P -L .~.~_ -L- Qe..p \-IPG.- ~?4o f!:>.I(.. t::><...t.;,T -z. ~(pu," C. I. 'Pi'. --PI A"Z- 1<1) lL - 11\.l~ - "DE\!. Q:. 2./1 cFS .:. < Qe.~" ~ (.,80 c..4",S ~K = roo IT-67 PII~ .' - 180 10,000 I )68 8,000 !'XAMPLE (I) (2) (3) 156 0-42 Inch.. (3.' tfttl 6. 6,000 Q-120 cis 6. 144 5,000 5. 4,000 J!!!.' H_ 6. 5. I 132 D ,.of 3,000 5. 4. (II 2.' ... 4. 120 , (2) 2.' T.' 2,000 (31 2.2 T.T 4. I 108 3. -0 -in t..t 3. I 96 1,000 3.' , I 800 , ...:._-- -- 84 ./ 2. 2:- 600 500 ./ .. /--. . ------ - 2. I 72 400 -~_.--- / ~ en ....V. . ~ UJ 300 X ~~ - 1.5 1.5 0 / en ;; en 0:: 60 .... 200 / UJ 1.5 I ~ 0 .... , ;; ./'" UJ e 54 // ::IE g .. .... 0 0:: ./'"UJ 100 I UJ 48 / ~ ~ > 80 ...J ./'" .. X ::> X .... 0 /42 0 60 Q. 1.0 1.0 UJ ... en 50 HW seALE ENTRANCE 0 I 0 0 1.0 0:: 40 0 TYPE a: UJ UJ .9 36 .... .9 .... 30 (I) SqUGr. .oV' with. <t UJ "'OdwOll ~ .9 ::IE 33 0 .1 .. 20 (21 GrOO'1 nd wi'" .. 0 UJ .8 30 . hudwall X .8 13t Groan .nd .8 27 ptojlctln, , '0 .7 .7 24 8 .7 6 To U.. Icoll (2) or l'._proj,c:t I 21 5 IlorizonloUJ to sui. (I), then 4 u.. I.ral;ht Inclined line throut" o ond Q Ical... ot 11...lnl 01 .6 .6 3 illustrated. .6 .8 I 2 15 I .5 .5 1.0 .5 12 HEADWATER DEPTH FOR I CONCRETE PIPE CULVERTS WITH INLET CONTROL BUREAU OF PUBLIC ROADS "AN. 1963 i c.\ ,I ~ U-70 , I, I I I .:1 I I I I ,I I I I I I 'I I I 180 168 156 144 132 2 120 oj ... .. .. 108 j .. oJ .. 96 "' :> .. " :> "' 84 .. .. Ul 72 '" :I: <J Ul Z ... 60 " !: !: e 54 g I- /---iiJ a: '" '" a: > .. ...J :I:- ::> /~ <J ... 42 /" 0 0 a: /' '" ---36 I- '" ~ 33 .. 0 '" 30 .; 0 27 "' .. 0 z 24 .. .. .. 21 18 15 12 BuREAU or PUBLIC ROADS JAN. 1963 / /' / ../ ....;:;~../ ---------- ~>?---- .----- .,..-/ 100 /' 80/ ~ 10,000 8,000 EXAMPLE 6,000 c. 36 inchl'13.0 t..t) 5,000 a_66 eh 4,000 HW' HW 3,000 .. (I..') III ..8 '.4 2,000 (2) ... ... 131 ... ... 'D in rul 1,000 800 600 500 400 300 200 60 50 40 30 HW SCALE D. ENTRANCE TYPE 20 III Hladwall (2) Mit.r,d to conform tOllop. 10 8 6 5 4 (') Projlc:tinv 3 To u.. leall IZ) or (3) projlct horizon'OIl, to teal, (I), thin .11 Itralvhl Inclined line fhrouljIh o ond Q Icall., or r...,.. .. IIlustrat,d, 2 1.0 PI2D (I) 6 (2) - (3) -5. - 6. - 5. - 6. ~. - 5. - 4. - 3. - 4. - 3. - 3. f- 2. --- --- f- - 2. - 2. ~ I- 1.5 .~ Ul -1.5 - 1.5 a: '" I- '" ::;; .. 0 !: :I: - 1.0 I- 1.0 l- ll.. - 1.0 '" 0 .~ .~ a: '" - .9 I- ~ - .8 f- .8 0 .. '" - .8 :I: - .7 - .7 -.7 -.6 -.6 -.6 -." - .5 ~ .5 HEADWATER DEPTH FOR C. M. PIPE CULVERTS WITH INLET CONTROL ~z., \ I I I' t '" ;,~ -;..~ ?" "';r \j G . -.J lY: ....l:'E ()T <( c:: OC 0 ;:)OpCl Z IL. .,.. - ~ -z. 2;z o -, ~ > _ < U t!lt:t 0 :a g...J j:" ~ 0::>_0 c:: U P \AI Q...J "2 c ><1: () ... :I:u\.J OO\!j (J 0 ""2 ~ - ~ I- I- ~ UJ '" CIS:'E :;l ...J W t- (J<I: 1)[ Z LOIfIClL (J- G t:t ~ ~ a:: c:: . I- , D -~ <l: '2 ~ u '" "") o a: Q. . i ~ \0\ .. o -I d z - . . ~ Ul ... q. ~ ~ e IJ) t @ e @ ~ e ~~ ~ en " lll: 6'1 t:J a: - '-'J .~ .~ '" <t \fl_ \:J_ -\'O~ ()'\T N 1'1 1'1.... ~ tl t'-, -(\1(\11' ~I' , ,(\1 ~ ~.~ ~ ~ ~ r1: ~ Ci (l: I:J ~ Ci (Y rt ~ ., I n:ci ~p: n;~'o:c.\Cl: Ill'''': P. ~ (ill \l\l \J~ \J\Ju\)\J \j\J ~ \i \J\J ~ ~o ~~ ~~~~~ 0~~~ ~Cl Vc ~ ~~ -N '~~~~~ ~~~~ ~~ ~IJ) ~:i I (\J ,,) ~ If) ~ '\t -9 I ~..... i..: -...: c5 .o\) <5 <;S c) :--: .J ~ Q ~ ~ ~ ~ ~ ~'s ~~ ~ 0 ~ 2 ~ ~ I '~ a ~ ,I r- It t- .. t<\ II _ utl.l 111 \0 "If' 01 N I ;.::. >,J ....J ..J.J .J'- .J - .J -J .... \1' III I\l ~ 1<\ ~ - 9. C" go \J1 Ijl ~.s ~ r- ~ tJ .. L li~ () ~ cS 11 ci -i ':r--: ".t\ i. ~. i. . ... ,,- <I - ~ - <l ~~ ~ '" <l III '" Ijl <l'1I' ~ Q t a ':0; ~:s)(\ ~ "'~ ~ -> ~::o: ~ -;> s ->: ;:: ~ G: ~ I-' !l \..: = ~ l:1- Q t: " I- I-' a l:: J ;:....... :- "4:" ,,'Q::; <e;t ~~ .. (( ~ <( II <r ;- <r ~'< ~< 3<5";132, .9252 S2 :l2 1; ~ ~ ~ ~ ~ ~: ~ ~~ ~ ~ ~ 'fi ~ s ~ '6 i ..~. .." ... ",or< ,.,. ~ ,.; ! . '-I .:t" 7 ~ ;: '-.l i"U ;. (;) ..z (\ ~ '\oJ ':[ <:::!. __ ~~ ~~ 0,,~ ~ ~o o III .' .' .' 1)1 l'l - . , c-J " '" ..: ... I:() '<l" If\ \fl (\J 1)1 " to -s 6' . ,.. .~. Wu ~I<' .1)..9 6'\1)I'<j"6\{1 1<\ ~"<t l<'\-l) ~~ o",'-;q ~- (()G6\~fI ~ ~"('l('l ~l'! 4 ~ 19 ~ :R c ~ r-:'"<i i '" ~ ~ ~ ~ ('(\ :;) I!\ r- 6"1 ~I)I 6\[: r.-~I)I 0 <!) u It": \e-; :?I~r:Ir:1": I "~r: \~ "r: () 0 ~o Cl () () .~ () () G J! 0 "t -.r-- ~li" .<<'1 G" ""'~<:c _...... 1.,9 I () ~ ~ I -: ~ \ ~ <J \ ~ ('~ r. .!: N '" +'01 tOtI"I ....(0 \0 ';'", :'fl~ ~N ~q\Ur-~ () ~toJ ()- 'I!:() <~ N ~.. .,9\<'1--:-':-': ~ ~-.: -- -llr- _ Ul to 'I ~ <i' r- It 0 ,.1. ; ~~ <1\~ C !~~1- ~ ~I- ~l- l;tQ,1-:- .I~<( ~<:( p:<(<l: p: <( ~<!: G~i:( _~ '2 '2 22 a2 w2 .02 ii..~1 ~I €J1ll1' III ~I Ill' oW , Ill! II' P ~ 0....., '~P P ~ .... p \{l p @ ~ (J ~ e @@~ , ('l UJ III \1) -9 ~ '" 1\1 IU~ e 0 "2 ...:; ~ ~€> c<t ~ III - III '2 II Z III I - (\J ';) to N .... ,^ 0 :l ~ () III _0 "" - ~ I . "., ~ ~ ~ ';) ~ ~~I'<'\fI t-.\l' ~\l'\J\ll\fl <i- ~\l' I~ d~\!'(. o ,,., <.5 1\ . 0 \IJ ~ 'V -.J -:J \l ,~ " I I .....' I I -, I ~~~ ~'" f> 1'1' I ,I I "I I . I . I \!\: I 2' · IV' I '-'-, I , , ... ... I:l I:l ... . - ... o . - .. .. u ~ . o ~ U U .... ~ ('. ti. 0<.:.. <<- 6'" 'C'. 41. c_ Q... ~..... 4_ ~ @ D. ~" ....o.......PLATE D-~~~ PIZ ~ - .~ .>.,. .... ......... ? .'-' to- U III .., o a:: Q. ")- ~ rr. () )- -l:ED!.() <(o::po ~o,.._ z~:z: <( 4 z? ~ o " u - " z >- !::; ~ 101 l!)..... _ :;:) o ...J rt CJ -l ;:) I~ III o u "2 E c: ..:J (l ... o oCt . \ >- U '-J ::c o -IT Q 0 "2 (,) j; - ~ ti ~ :E ;J. r-- ellS \U ...J Y (,)~ '~ IA. 0 Ifl 0 - lfI-:J (,).." - l- et:: ~ ri I- , . III <( 2 . i li \fI\ - .. NI d z - . . ~ III ... . - ... .. . - ... " .. ~ . .. ./C U U , I ..... I ,-, , (()~ ~ ~~ ... N. I 'I , '<1", 1 , I . , \f\' , , ], I , I l:'l. I I , ... .. .<> .<> to @ ~ ~ ~ S'l Q IJl () ~ ~ I I'- ~ r-- CL /" ,..., J> I'- ". I'- ,... h It) "" I'" I I ","Z ~ ":' ":' Cl ~ rx: Cl :I S 0:: .!] >5. ~ "" '-" ~ () <;::" ,...6\ l(LlI ~-9 ~(\l-9 -.s~ ~d;) p ::II: ~ ~r-: T. ~~ 'II II 11~\fJ W \!l \!T\!j \!jri <( \'i~C! C!~ 1.!jt(~1J. 0:: . ~ ~ rl!\ ti~ to:. ~P:(i riel, p:(i~~ " v\J \J\J ?\J \l-.iv \J\l \J~I<If(\ ... <C -:1': 100\ 1j1 ~~r-:r: r:q r-:Cl w ~ 1010 .-.:~ ;:\i <oi~~ \ll<1l ~r-' ...~ .!!. v III t;- C) .0 ~ 2 1:): IN .!l G ~ (\l - o e <lCl Q 0 () C C ,,~ 2 C\ ..1"= In,... ~~ 2 ~~~~ .~<:O "'~(j ~ v.n u-..:l t1 II_M_ Il~ . -I \'. ...J, J J -I ..) - ...J III ~c ~O ~ 1/l1O~(\l &- !!Ie >Q.. tic:; ,,~....... Ii. ...1 "'- ""r-: -:r ~'It"-r~ .,,0 -rC ""'Q <e;J <;I <J "q - "<J ~ ~'> Iil:>O III <I"> 0"> 0"> Ill:> t= ~I- ~,-:l; ~ ~r~~ XI-' ~I-' l 9~ 3~~ ~ s~.~ 1~ s~ ~ ~ g..J ~ ~ ~ f ~ ~ 1i ~ ~ I !() .!'.~;!." ,..;;:.. '" .!'.. ":l .; "~"-i" ;r '\..: :::.:i (,) -:r" -:; ~ <> III~ .r. _ -.'ll.n <!;Ie o III . " t- 6) I"~ - (\l . '^ '<l"' ...~ S-.9 -' to -3 lOa 1Jl~ "'~ WU-' _~ v~ - <:-I 1\'= ~- l<'l", . " \1\ .r. _ - _ .!\ '" (l)~, CJ." oK - ..... (\l ": '. iii": "",~ oS ~ ~ ~ r.: .j- ~ tI\ . .~ .~ \{l ~ ~ ~ l(l ~r- \lJ r- ~ \lJ "'t- -"'or- u I ~.. r: I r: r: :<\.. I r: ~[, ~ ':~ r: "" ~ C\ () V () """ ~ () J! S<:-I a 10 '" ('J N Il)~ _..... I .<' r: I r:- -!) ~ \ r: r3 ~ ~ ~ .!i +'" IN \'J, ('J...N +~ :..... ~~ t-LlI ~ ~ ~- ~~ j~ <1~ ..!l1O ..:..,f \!l v ;i\r-: 9- 6\1' _ ''^ "'"-~ r:L II C.J II II Ie ~~ ~r <{. · I()..... ~.~.. e (l: \.J <{ c:. <! ~!; C -: l:c CJ I- C3 ~ ..:, 2 "'.... P. <I:: <( i w t:'. -< III ~2 c" III 2 ~:l r,;;, 2 1Il>\1l~' Ill" 2' e W' ~I \C, t! \(\ ""l''' \J\. r' :J(:) .w ~ P ~.W" P ~ @ @i ~ III III N ul W c{\ o..J V I III \l C!I ot N "2 '" "2 . .n ~ "2 ot ..... III U' "" \II" III ill ~~'il 3~ ~6\ 0 :. d)-- 3N 3~ ot c '" \l: ,r; ,~Ij\ \\' \.I. ~ \(' U \f' II.C\ a:: N "2 '-'" ~., '2 '2 \I' G o JJ S \.l l{l ~ S . . J .. @ ~- .f1- 'S-"'t-. .... <;c..~ @ .d~ PLATE 0-2 I- \Ii (j\ -p 1'2"2. I I' I I I U'l1 - o If'Il d z - . . .c III ... . - o ,. u - a U I ['-' ((). ,S G'>"" N, " "". . . \fl' 2: [\1.: I ,.. .0 ... . ... u . .Ie U I I I ~ ... . . I I I I I I I . ,.. .0 , o 6; O. cI"" . ...,9 U V V () Q() U 1Il r: a \) J! <:I " -..... 1<\ ~ .! K'i ~ . ,n ..l\ . < II . ~ < t\J - ~. ~ c ~; . I ,<( <l: -I ~2 "2 .. . 1)\ I Ill! ~ P III elc C Zlll_tv aa: I- I- a:C 0 ..= ~"" - III .CL "" ~ - 011I "" Wu ~ ... - ~! 2 en lll: a:: < ~ III a:: C\I~ . C 'It" lfl o 1Il Iri ollo a.-o -&:.q.- :iJ- ~i '\ !.<.) ~% ~I~ - I "J tl \J I i51 N <ll I " :J I- . - P. ~ . _ \l t! ;) p~ rO .,.1' JV .", -: ~~ ~ \J 6' 51 ~~~~ ~lm~l~ C\-:~" N \\\ ~ ..s ~ ~~ I-' r: \..: I~ ~ <( <( <! ,UI 2 '2 2 it> I I I I .. ^ :10 () p. F to I :> p.: \I I <! ~ In ..9 w v 1 \ at I ..., .."):J.... ~ (l: ~ (i. 3. \J " \J \!l III - lfI iii . <i N ,... '" I\J ~ C\ " "! : ~ <:0 N 8~()O()ll8 r- r-tIl1a9 11\:) ~jr- jr~..: '^ III ::'.'frJ-;d'lri ~q~4,j~r' <l ,,'> 0:; 0-::': '<t ~.' ~ . No.' ~r: Q~ or \I .1, ~ ;;"<o::i ;<r S':.'3~5:Z a <:\- "'.0 h - ~~. ""p,, .. ~g:oeo2o !. !..O! .! ti -::r:. ':r ";2:0::r. lfI ~ Q 0 . N N "' -q- N 'it lfl to ~ ~ () \f r- ~ . Q() I'- ..9 III ,... r- r- r- ei ~ <i <:i -d-~~t<\ r: u i<' t" (\I N ~ ~ ~ (i t" ~'" ll' :;! "';1' ~~ III II. \J Q ~ . ..J:E <(a: =>f2 z <( -.:;:z "'::';0 ~!:t O...J ..J=> ~~ 0<1: >-u I: o Co O~ ~w :e ca...J O~ LO O!:t G::a: , . i bi IS'll - .. ';)-1 d z - . . ~ I/) ... U &&I .., o a:: Q. -:r Xl . ~ ~ o Cl ~ 0 p - ")- :r: ~ u 1 z o ~ .... 0 ~ .., p c 7. ... {) \J (j "2 ~ ~ lfl I 'i to f:i l{\ (j ~ 5 p .... . W <{ :l ... . - ... .. . - .. " .. ~ . .. ~ u u I , 1'-, ~~ 6'\1'> N' , , 'it" I . . \1': ~I lY.: I ... '" I I . ~ ... I . I I . . . I , . ... .., PLATE 0-2 t- ':I Q e e E l(t ~ CIl ~ ill ~ I ~ a:. ~ <t 'V_ -- l'l IJlm v((lt" ~';tlf ~ ~ \, - \ - I -, I I lil 0..3~:S -3 p.3 d.:J) i"$3 ~ a: P:o:. Il~ 0.: llit t.:(l..D: lil'-ll ~ \J-.i \J\J V \JIJ ,j-.i~ ..j\iJ ~ ~ ~~ ~N ~~ ~~ Q~~ ~~~ w ~~ ~~ ~~ =~ ~~~ ~~~ ~z N I{ -s ~ ~6\ ~..s i -: d - - ":'0 ~v .,,() .:19, gc ~~ &o\la ~ggl1 ..J ~ -ll III U' \0 "" €' I/) lti Cl - ~ (! ... . -s . If) t {', .. ;.." \(1 ,~~:! -I -J \l .J ..J..J "0 III '!' 0 0_ 0 a ell V "'. '" - '\' 0 = rJ '" '-' '<t "<ij >>- ID. '\I. "N 01. 4' ....~ II ~ '_..:. "" I'" f' ~ - ~ Q ~ 6\ ~ ~ a ~ ,,~U, ~ a -:> 0 -:> ~.,,: '!'.,; III -; lJI-:> :: -> '!'-:; ': ~. !! 1-= 0 I-' g J-' ~. Ii '"' (l t-= <>.,: ~ ~ S ~ ~ ~ G ~ ~ ~ ~1 ~ 2 H ll' r- ~ - ~.j g _ !!! ('J \I\...~ i!' 1<' ~ ~ -0 _- C ~- t!-~iS 9.C\~~ I"" )!." .0; '0' 1."" ',,';! D~ 'U "% 'V .:z ~ 'i -=:i: "-% ~ T""" i \) ~o \fl6' ~0 lJ)'V ~~~ lJ)~\fl o ell U.J -....... (('i' "'.. . ^, .n ... ((\. - ~ "r- .,.... - r- ro ,- .' "'u <.<'~ "''<I" ~0 :....N ~'V"\t :srOOt'-' OIll'I()c-! ~~ ~t-: ~~ ~~N ~~~ _"" If'll(\ -Ill '$;t<\ (tll<' N" 'VnN . -u~ ~ ~- ~~~ ~~~ I'() ~ r.-~ \Q U) <j2 c:o -::~ t-- C\ u I r-: II": ~. r: t r: I r:: r: ~ r: ~ Cl Cl ~ Cl Cl cO ~ClO J! ~ t-- q- ~ "<t.... <ll-~ _.... I ~ lOON t: I ~ I ~ ~ ~ ~ ~ 5 N N!N ~ NN 4~N :~6' <'!~ ~I{I ~O ..s~d) ~-.l:\'l? <~~tO ~~ *~ uioli ~'<i~ ~~~ 'CIO.O · tol. -. " ...!!1:1- ~~ cll- r-t t-~1- ~\"'1-: _5.<1 <l: <t: .<;( ...cd: "'<:1:4:: _1-0-2 (i"2 n.2 ~2 O:'Z2 22 .: \1.1, W I ~ \ \U, uJ' f n I , 0.Wp WA ~p WA wpp wp~ c '" '" ..... '. ........ Vl .... G e &&I - ~ ~ '! ~ C!l< ~ . ~ - I "2 <III tr ~ \>J ~ 0.. W ~Cl:I- I~ 3~ \\\ 'v\!' 3r--~ <t< ;:> \() -' I.L"/ 1(1;:> ~ 7"/ \L 7 ~ 1S ct. cl- ! D- it.~ <& I- ~ I:- ~ "P 124- - I I, 1/ I I I ">- ~ Ci .9 -r ...J ~ fl 8 <l: 0:: (::; _ =:l f2 7- Z L <l: '"';: Z ~ A<; 0 .., u - < Z >-...." 0 w l!l <t 1= ~ O...J _ 0 ...J ~ (::; w o u ..., ~ ~...J 4 >- 5 .0, :::r:: v C \!j 00 '2 (.)~ ~ ~IJJ "'_ ~ ~ ;:z <{ cl5...JlIJp ~ I ")l (,)zlf)/Ir Ia.. 0 iJ) p.. (.)i=;-a a::2ps , . r ~ \lJ :2 .... U &AI ., o II:: Q. . i ci \1)\ - " lOl d z - . . J:. II) ... . - ... .. . - .. " u ~ . " .c U I,) 1 I . 1 ...... . ~~~ ~... ... N'I 'I . "tl I I I . V)I I ..... . .:f, I (Y' 1 . I I . ... ... ... ... "':;---;" e € ~~ , ~~ii tl ~ ~ ~~ f/) _. .. 2 ~ ~~ a:: I!I .;,'" 0: ~ - N t'l ~ ~ N - - tC] ~ QJ ~~ ::l!E . ,'. ',I. 1\ -... I I I I \ oJ' '.... '" Q.r ~T 1-'-' -rT ~>>- ~ a::. . . ~~ ~~ ~Q. ~~ ~~~ ~ ~\J \J~ \j\J '.iJ \J\l~ (fl ~ ~~ ~~ ~~ ~~ ~~~ W ~V ~~ ~~ ~~ ~~~ -_ _- - -- ('l ~ Z 10 V II'- ~ I'l ..!ll i ~ '\5 '0 ~ rOtO .J~ s8 ~Cl ~~ ~~ !~~1 II. J" lfI ,,~ Jill ~ \l en "!:IO~ -J \'. .J U ,,- J III ~ "II- ":j; C ~ C a 0 III Cl S ,.. ~ I ~ c5 4 ~ ~ 111 ~4 ~ '.;' ('i~~ II. <l - <:1 <i - '.;! - ~ -I<ilfl ~ 0 > a ~ ~ ~ Q ~ ~ ~~~ ':: ~,.: ~ ~ :i: ~ ~ ~ ~ '"'lit-' _e( -;i:( 1Ic:r '::;<l h<t'lct 3 ~ 9:z. S:2 .9 2 ~:2 ~p 9" !!! '<T !l' <.() ~ 110 C\ -' ~l=i ~ ~ ~ - ~ 0 ~ 0 ~ ~~a .;,; II. 010. II. ,. It. II;: .. 'T 0 ~ CI ..:;: ~ 'i' ~ :.r t:'l;:" (Jill -:~ II)~ 1f!t0 r:r-: ~~~ II.. <;'()~ '<l"r- !'.I~ VI'- V ~ WI,) ~\fl ifill) !:!~ ~~ ~~;(\ \{\C \f\"", "'0 vclllil o .. .-:. ('l ..+' _; '" '<T ..: ~ " II. "-J' "10 .-. 'd)' ~ r- oS I,) ~o \{\ ",1'..\<\ ~ j(I <.() 10 ~;'I <(l '~ r 1'<0 I,) \ r-Cl' I 1"7 I r: "~r-; . r: ~ (l ~ ':::..<<> ~~~ J! \C\ l<\ !:::21<) ~I'~ _..... I ~ I ~ I r:lI\ r: <.() v 0 5 ~ "" ~ +~ ~oN~ : ~~ ~~ ~~ ~'<T ~~~ <1 ='l" 2-=- ~li'i ~L: ~~~ - ..s -..:r ~ " tl .I~ ~r ~t r-~ cl~ cl~r n ~ ~ ~ n ~ ~ ~ ~ i III 2 w2 1112 n2 r.-.2~ en> W' \1JA W' ~1 ~'.;" ! III P '" r.' 'l' ~ .... p .,,). D,~ \0 I;j ~ '" ~ - t<\ W III C!)_ . N I '2 " 4(.... Q. , 0.. Ill.....: '2 Zlll ,- o..rJ I to ;)'" \ll\{1.j <~ INX ;x v'X itx 3x'x a:: IN - ~ 2 II. o ~ rL ~ ~ ~ ~ ~ I<l Pl&TF 0-2 "P J ,25 (pI, - ... \J ~ ~ .., ,... o " a: a.. .::,1 o VI ~ -l ,,~ ~ ~ ~ ~ z .... I\..( " ~zh: /-.. 0 V> ~ . _ -...! u ?5 !;:r ~ ~ 0..... . ~ -l-lL 0 o ::l...... 1&1 0::: U:::'" II: o -1.~ "- )-.<t::s: XU" VI o8VJ 0J:4.J 1-'-1 ~W'-1 ::E"l; ca-l G;) <t . l'- Oz <::l " IL 0 ~ I..t o t:i r1J ~ a:o::~ '<,j ) , '-> ~ ~ > ~ ~S ,~ Q~ ~~ I III ~ - o IYlI d z - . .. J: III PLATE 0-2 r;> ~ .,j. I 'i' ~ ~ ..... '" I' ~ ~ ~ ~ ~ P \, .~ ~ ~ ~ S ~ ~.~ ) ~ ~ ~ ~~ 't \) ~ ~ LLI '<l 'l;:... .... v oj ~ ~ .... ~ ~ - ~ ~ ~ ~ ~ ~ !:: ~ ~ ~ ~ ~ .... V ~ 8 I- -:~..s ~~~ \... ~~ w ~~ M. ~~~ J ~~ .... .... .' .... N .... N N i..,J <lJ" ~ ,J 1-_1,\1'. \~.... . \1 , 2-N'" 'I') ..,.J . Cl 0 0 0 0 ..Jr. ~..\ -.3\; f'. - "I" \\')11 M ,. ~ . ~ I~ ~ ~ . ~ I "- lY) 1<; l") (\j ~ ~ ~ ~)o ). oJ >- !). t= ~~ ~ "l "'1 l:! ~~ ~",,::'::J h in~:S ~.,. ~ ~'" ~ I\~ cJ \~\~ ot; \~ J MI~\ 0- 'f!.~I~~ -g:"'\' ~ 011I -.!l '" 0 \.., ~ ~ \., u:. ~ "- "'M C'l I'r:: <3- '. lotu MI' ~ ~~~ " ~~ Olll"lT'" 0 11'-0- ~ a- "- Mil'- Of] \T'"~ \l' <oJ c:tul'jli)..$ \?V r' \1 ~d:l f?. l'...l Ii) .J .. I' r-- ~ l' ~ I' ~ ~ ~<;S ~ cJ~<o () <>J<S . J! O),J ~ CI" :t ca ~ .., V _, I": 11 U- .... '\l" ..... 'oj 4( 0 .!! ('l r-.j N N N I'\l N .~O ~ ~Ml") -.!l ~, . "-.!l 14N\l) IS:> '<i~ cl t . . '1 ,~ . cl ~ "'l t\j <'<i N "1 -, I'/) ~ ~ ~ ,~ ...J '\...; ell; ~ ~ C ~ ~ ~ ~ ~...~.... ~:: ~ oJe. =-!<t ~ Il(<t 't ....~ ~ ~ 'S "'\} \(I~ --G ~~ \.., II:) LLI ~ ~ (!) I I <t~M~ \.., 0~,.... ~ 00: ~a:r;J~ ~ i-N~ ~ i-~ ~ <t ~ ~ ~ ~ ~ ~ 0. !:; \!: ~8 ~ . ~ ~ . - ~ o . - ... :> .. 2 . " ~ u u \' t -.:ll 1 ~~~ ....... to ...,t I 1:)1 1 exl "', I ).., .1 "'l:. 1 ~, 1 1 · .1-:' I '1, , ., . ,.. ,.. .0 .0 ~.. -. d.., Q., : I I iLl _~____, 1 , , I J I 1_ I I " i f= ~ESjl'-E-,:\8RUI DIN-&.sT~NE I I~CO..t?RATtD I i I I. -avIL~NGINEEll5~ I J~4J---k:!u-.f-ssh1~-WF T .J./-YIJ-AotJo(; y1-sruoy+ +~ + i +-.4 -t .! 1---+--1---1 ' I ' , , I I i I I LL---i_L .c__.c_. : i 1J,tZ.E.I1 ~ ! G-z.4 :/ .z...J! t i G-~ 7f! 2..$: Ii' , I' . I' . ,. I i I I J j 1 I' 1 I D -I ~~=-~+4-/i z.( i--. -' .... ,'. -- j- I i-j. -i. .oj., · -..!--,---l. I . !~-i-o.1Io~~r---p,;:Ls:.:.j. ; 'Tln1--.~ &I!/o:':'=' .~~: oi--II- m. ~~~ '-r~--: _L.i '- .n -, -~. .-i--+-; .. Il ... 1... -1'-+---1 --I ~-!._.+7;J_,..L.;;__Y:B;O].. . J .JJ._i ---i- i~ I ~..d..:J. to. ---L~ . I ./o~.:' I 'I 1 10 co 'I I I I 1 ," , I i I . I-~--r+ 1.-+-t......J-.~_.. i.; ,_1- T--t-l"~ -nl--':_~-'~ . L-L_.l~_....:_:_!_.2 ._r_L _...;.__1 _, __Ln~ _, __J_ __l~ u L"'--_2. . 94- 1/00 I : . Ii!' ,I i : ~OO ' I . _I i __,,~.----1__1~_+__-L__ l~_ L~. -- t-- ~ .L_+__!_ -.- :---~ _:~ Ii I Iii Ii, I I I , Ii: I I;' I I 1-1 I ['()' 1'-4ai---~ ~-j-+7iIL- ' -;-)-:---1 -; 'T+--,- +--;~r-)J -t- (ti.-t =J,-~~_f~~~Ar~~lf~.ilO II ~/.~ ~ ~:~_;J~(tl\;-;;:~ f> t.;-~_,z. i I i I . 100, I I I I I: '! I '-+- ~ -:--:-t-- l----t -::- - I ~ --: T -- :----1----+---7 --t-----~- -;~~-l--~.-~ I ttt ~~+ i=r=ii .'-1..t- '-1-'-~:tt~=- : i !-'~~. Iq , .or+- '---iT- J,' ! . i .: j ___ . .....,[._ ---.~-t+-l : i-t i . I L-t--T-G. n~27 -2..8 .. --': " . . -;'---1-Ttt II ~I' -l~--H'- . -! -I :_~-I-n:.. I . '., n 1-' --rT- i i -~--t- i--t .11-- t- ~-;I:'-~01/oo-"n . 2. 4,A-3 Li _-.l-T.~ 48Io.='_:'~.7~-11lrl- i -f-Hlli-II '~'. .,.-, I I !: I. ,-t-t... rnl7:::---~ ~._~~ -:; (,,-.--. j n", n_....:_ rr-C..il . : t-i !l4r.r~--.-.._7;/"" /(.-'-;-~-~j i J~~~- ~1J~,.b-~i.,;i3:t/~u ~ n n~: ~:4--;=-l~.~-j.-t_i i --1--1 -: .-! '-'-'-'--+~-+--"--r--l I-".-J- __ .;__.,.. . I, i : i i I' , ..._._n__--,--___~_ I' n.l, ~ I .. ...i,'.,. o' 'i: , . T ___n.____...,'__ .---t I. , -: - 1._ .1'/00 - 2...4-.43 +- 7. "I S- ( .z.. I 9 ) 7' c2r>' '''__30,'_'L-"-.~ . _1._-'-- 1...c..4- IOU I I~. I i :._--!-- 1- I~-~ ----..-- --~. I----~- . [--.-.. I -1-- . T-- r --- ~ /"'b "" _ 2n2.,_7 (. __ -' .u~ 1 I I I... .., <<< ", ~~ I::: ~~~ 000 ...~~ I' ;;:; "....... ~...;..;! .......... I~~.I I I I I ,Ii 'I I I I I I A.L>. \'55 1<-("/0-052.0110 "TIE-I...1"f-l'll)~AULlC.<; gl0? 4-30-B7 'Vt.LOC-1 T'l c..H~C.1< - E:.x.!<5'-: NATvRAL VA LLe:'1'S ' BASl$: 100 YEAI2..l=lA:,-t> <SEE: l^-l$e.a.../ - el/..ISTII\J~ t7'{DJ€OLodY MA? t-JE.Tw'ORK 5 / V 1"'''''~p'' 8.4 I""F'$ oOTL.S:, ) Vf-",.e 'Z/lc.~ " 5.4 I"'ps (r;I.1(.. roJ'L'/ E:.AR.nl ell. NATU(2.AL L ,e'P-/lAP .. 1'2..' N~TWO~t< (p V4P>'"(i?.C.'P':' 8.5 F"PS(ov...er) , VCI4@~3C.F:5 ~ 7.5 F:'P,'S. L-/l\P-reAP" 10' /.J~iWO R.. t::: 7 , . v "0" f?,.c.P ~ 15.0 F'PS: @ Q"' 2"'3,1'.> C.~$ (t:>ult.i~:r7 I()() V Ntcr: vAu.ev ?D """ 0.02 6' tJurz...E:r 1/ -:::::. '3.5 FPS ,..N'ITUiUll.. l := 251 ,e,p. J<:AP Nc:-rw"e~ 8 V54"ec.p .. 4.7 c.F='S ,) Q'DD ~ 74.8 C.FS L,e.'P~re,4.P .. 10/ "10 J '.~'~~ - ~ I I I I I I I I I I I I I I I 1- I , .~~~:. '''..l, :;.' ;"e.:. '.i.",. .., .:..";;~~:~t~;; - ~ ~;; .~~ '::: ::::;. ~~: :,' :~I:\~~t:.\I >;' "~; ~:,~."' :;:: ; .':;~~: . .. : :~ ~:: ~. ':. ,',': :::- ~~,.- - ~ 11"" '"; "'. j 'Y' .~~!W. -,i' \..""" '"~c_. ~__l_.. ... , : ,~~ "~~ ~ ~~: ~~,:1 ;,l~)h ~,!~ ~ 1~!~ ~ fu: - : ~ ''''If'.''. ll' ...,"+1'. ,\I.,r..... .w~._. ...-......---..... . :.~.:I'I:~; ..,~; ;;~~ ~..~~ .t:\I.\::'~:,~~'::' .::.. . '~..-::.'~~"_. ::~:~:::~:~~:.::.~:'.:': 2 ~ "i!U"~ .., H' '" "~,,,' , ';\'J."" ,............. ,..-. - :"....::..~ l~l:.~.:...~~.~':.-. -:~...,;:.::.:::.::.' ::. :;"'0' ..::::::"~~:::'-'.:T';..:t" ., _,. . j:~ . , -I- -1\""'''' ,.. """ - ......." .. -- '.. . ,'" ~-!;;.;:!:;:U1:;':;t' i:!~:~:::';::.;.::':_. :]t:r:;':~" il.' ~ ....-.--. ~'T-"--"'--"";t: <:J ", .. <l)l ' ,'" ",' ! ".\'.,... 'J " d'~r . .. .... ..., '''.. ~ a: """"',,,,""'"'''''''''''' .;e..-: - 1..,1\",\",,,,,,,, ',:.'.'......., .-,- ' ::,. .. ~~~JJi ~ ~':~;;~i i;;: i:i~;Fo : "":'.' '-;:;~: .~: '; ~ "'~'{ ~.~ .:.. "_::.._= ~ jili 'l!;:;~;-~:;~~ j~ ~~ :~~:+?:r: -_ :: ':'.: ';: .'.~: .~: ~. ',. '~:t:;~:;Ii:;: .. , I "i ;u .t, , . . I'" ",, ; .1',i"'lllLl ::IJj:t_ fit 2 2..~."O.III" -tt~....~ct~~ "f! -: ~ ON003S 1l3d .J.33~ NI UI0013^ '," idr.p: ~ ~;:; ;~l~~~.?~ ~;: i;i. -i.' i:',i:-.f..; '.LV'" ... ,.- '".. .-. -.-- 7!<r .".. '~'jij"" ~ . PLATE. D~6a'". i. . "':';I.-~ p U I&. U a:: dS Q U :a >- l!l o ...J o a:: o >- :c ...J <( ::l :z: <( -.;;: /-, UJ Q. ., o ...J ..J '" (I) (I) Z , Q. Z w-.. <ox'" a: (I) U ..Z xo>- ut="" (I) <t ...J -..J ...J "", .. >.0:> ... ...J - '" u a: o ::> ..J ... W .. > Z /2'3 ~! ?~ 4(;- ~ ~ "" ~~ ~~ 1-'1- ~~ .", .>I", ~ , .. , " ~ ~-o 3.LY"ld ~~L O~ld ~ "" I>> ~ , ~ i .~ N >- ~ ~ (>" r- ':-l \) ~ :-'~~ . \) ~ I:) \) '" ~ '" ~ -..j ~ ~ ~ \ll , ~ ~ ~ " ~ ~ ~ Il' -..j \lI \.)l " ~ '" '" ~ ~ ~ '" a:, I:!.\ ~ I>> ~ rJ \)l ..... N UI I ~ . ~ ~ ~ i ~ VI "" t ~ '" ...., '" ~ -l ~~ .. fl,t :-> .;.-..j '< I:> ~ '" ~ ~ '" .s h ~ ~ h ::: N .:.. ~ \) ~ } ... '" '" . , & o ~ N ......l\.....I\~t ~ ~ '\j '-J " \:) ~ 1:). 'i '" " tl\ \\~~ ~CJl~UJ ~ ~~~~~ C\ "l ~ " f\ <:: Cll :; .1\ \. ~ III III 1'\ .~ ~ f>' "I b. , ~ i). . ~ .:t: ~ ':'\ r-\ '" '" -lll. ~ ~ ~ I:> .... 1Il;tl.... =' . t ~ \) \).;. ~ -<, ~ \) N ~ \) ~ 1\ ~ . ~ !\ :0 \) ~ 1\ !\ ~ (ll ~ ~ ~ ~ ~ ~ ~ ~ :t::,.. , l) Cil. ~ .t ~ !'l \1\ :-- " Il\ ~ 0' ... N ::t,. Ci; ~ ~ i ~ I:n :-... I:n -- ~ ~ U'\ 'h~~ , I I ~.~ ..,j o .::a ::a~ ",Z :a.t '" o.~~ \il\ll i. ~~l)~ H It .\~~~ ~~ ; 0<:> "'b \>~ . . . ~ V' uI :I ~rJ ~v.I "'\It ... ~.t\...... r -...\ ~ ~ : > ~ ~ ~ N \3 ~ ~ ~ ~ ~;. ~~ ~~ i' .....- if ~ ;.J:-.J;J~~ ~ .....rJU\-- ,ill \)l ,;\! Ill. ~ ..... ~i \:) ,.~ ~ .... ':'ol \\~ i.>l -A.~ ~ .... UI \)l Ii' ~ ~ w '" ~ " ~ ~ ~ \l' \1\ \'l) ?1 - ~ \) ~ ~ ":S:. .. ~ -;:,. ... !'\ ~ ~ "" ~ ...... .1;"0 N ~ ~ ~ I. f' ~ ~ ';i' ;:.<;. ~ . " ~ !! ~ ~~ ~ \l'illll'il\tll"'ll . 0 '."" 'V C '& ~~ il . -A .J:> . "'II r- ~ ~ \l :-4 ~ <> --l ~ '" ~ ~ " \;\ III - ~ ~ 0.. ... litO 'V ::a o c. '" n .... n ~:u:u lJ~n ..... 0" &~n i;:r" Ol~~ t;1n ~go ~O:r: l>~ ~ k F)::n III CO ~ U\ r 5 ; ;;:! ~ ~ n !'(I 0 ~ ~ z 'I <- :;- C9~ ~;t!:u> ~ ~ r- ~ C. ~<::.,!~~~ ~ ~ . :r: ~ :; n ... !:. M :. ~ -4 :. \Jl t-- ...... - " ~ ~ :-. ......~U\ l\~~\l,\ t \! lJ.1 :\:l ~ :; l\(\I\('\I'-"~ OJ~OJ~~\) ~ . "1 'I -:: \>l~~~k~~ ~ 1\ I\l\N~ \ (b c.~ ~ \},) ~ ~'- la :0 IT'I ~ :l> ::a ~ {/) rr rr- 'C 'C . , , :1'11 . I~ , ,0.::. I ItIl I . I . I I I I I I~ ~=~ ~;:l.cj;) , .--J I , I I I..... ~ II - .. CIl " .. .. - z p I" o .. I ~. I I I I I I I rt I I I I I I I ( I I I I I 1_- -- <(<(<II: ,,, QQQ ~~~ I""~ ~~~ ...~ ccc ~~ ~. I-~:; '7~:Zi ...... 1~~(1 1 I ,I I I I I I I I I I AD 155' flY"PRI't-VLICS :J"HT. If)" / CATCH i3AslA.!S~ QIO /JETkJol<K i..- kI/NCH. 7<7).- A/'LY 1z ST. "P/31 : ~).JO n[" : a. ~ &,.33" ~N.sr. f7" 0.01:/ ~IVSr. C.B. #/ CX6ur': 3?.4 c~S ) . s'" 0.&'4 .'. !:J =- 0,105 ) (CAU.~ CUE"I../77::) ~/z 6iCAP'C.S'; 0.7 L (a.--I-J) .3/.. " 0.7 (Z~) (o.'3~ r"'.<'oS) =' I~.o c.I'=S Q~lbW.81 " 13.4 c~S C8:112 6h,uT :. 30.8 a=5 6" 0,0(;, .', ':f'" &1.61" Q C-A;<?,:.6 ' . . ")I;' 0.7 (Zb) (0.;5;5 ro.,../) 2. "/7.~ C.&'S . ~~UW-8'/" /2.4 cFS. .. . ._. ... C/!;./I3 t:(tf,u.,-': It.. 0 C~S , f:j =- 0,75 :5 '" 0.005" &C4P c.p.> 3/.. ; 0.7 {f4) 0.';-$ + 0.75) '" 11.0 IX ~(.4w.e'l :.. S; 0 CFS. c8#4 6(6/J, '" 1/.0 c.t::S $:&'.0035" .:. 'j" 0.7/':5'A'/4K.. IJ c:. T t.UORK L W/~CH. RD. -S'LY Iz 5T. cl3#-5 6I'itJT";'~' 7 c~S $= &'.07 .. fj ~ ~. ?>8' ) / "/z 6ICA? c.B. .. 0.7 (7 (O.3~+".:!l.!l) ."'.3.0.c;'s. tXF~-I3Y " 4>.8 c.cs . c8#f., Qr,./Jr '" /"2. / . :s "'0. CiO!> . . .' . . . :lfz.' 6<. cA,P: <=-l3. " o.7t?) (~;'03-"iJ..70)..: t( ~-4t :. . , ~ " 6>. 70 (.sv..,~) $".. I .cFs ......... ___ 7.0 c.FS C8.J17 Q6ur'; /4.0 cFS ';J =' 0.77/ SAY O.K. :5 '" o.o03~ 1,? I I ~ I , I I I I ,1../ I I I, I I I I I I .I It :E )... ..J ... <;) <(... " " ~ p ~ ~... ~ "'S:: Z I.i )ol ~ 0 u >-!:;: ~ ~ l!l..... 1;'( :) O-l~::-J CJ ..J ::> III o U II: a: ..;J ... Qct >-U :r: o CO\\.) O:I: ~ ~ ~ :E ~ .., -I " O~~ &a.. 0 O~ \I) a:: 0: ~ , .Qi ,~ ~ <J III ., o CII: a.. . i ~ "'"'\ - o "I d z - .. .. ... en PLATE O-Z .~ 8 Ie ~ I'~ \~ ~ ~~ tJ it" It)\h "'.,," ... Q:) l(l ~ ~ tJ ~ IU ~ ,lJ (/) ; \J \) ~ If) ~ .... \J\.) : ~ ~ I:l ~ (l .... " . It:. I" I'l \t 'l. {!. ~ ~ :oCI ct 'Il)""'" r..\. t~" II)KK ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '\i ~ ~ ~ '~ It: ~' \) \l 'l; \l \) 'l: , ~ \l ;\) ~ Q ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '~ !~ ~\i '.i~~~~~ ~\i\i ~ ~~\ ... ~~~~~ ~ - ~~~ ~ ~~ w ~~~~~ ~ ~ ~~~ ~, ~~ ...! I() ~~ ~ ~~"! ~.l':' ": :I W """ 't ~ I" -.:. ..... .... . tf\ IN , 0 ~ ~ () ,G <:l ~ () <? ~ <:l lS <l ~ ~~ ~ ~ ~ ~ ~ ~ ~ ,~~ ... ~ ~~ .::, ~ '::'~l(, .::, ~ \Xl '" '6' - ., - '^ .,. ~,... '^ ~ ~~ 'q'N " ~" .~\'\ ,. lL <Xl <i\(\~'\' .. ',\<i . i~\ll<<j..;r: .:.\. ~. ..;, . .. ~ ~ N ':t.. ~ M ... J N 1'."'1 ~ ........ AN A 'Q t::lt. .q ~ Po '<I . ~ ~ ~ ~ ~ ~ l i ~~~ ~ '* f !. oj _ t' " 'I ~ ~~ ~ ~ ~~~ ~ ~ ~ N ~~ ~ ~ ~,,~ ~ ~ '-i- (;;) ~ <::) 'I, II <;::) <:) "Q ~ I ~ '<i ~ ~ ~ ~ ~ <::i "'~ ~ CJ 1ft I'- l'-- 't ~ \[l ~<l \'l ~'\1 <:l 't ~ ~ 1::1 ~() <l ~Cl .. ~ \'IS Iri ~&~ ~~~ ~&~ ~ 10 ~ ~ ~!~ ~~'" CJ III I'- --: l'J ~ ~ .... \\l 1::1 1(1 \(\ \r cI ~ ,s \[l ~" I.r) t' II) ~ '., lri 'r-: I' .... ~ ~ - ~~~ ~ .~, u ~ ~ ~ ~ ~ ~ ~ <<\,~ ~ ~ '\S .s '" ~,,~ '" <:\<i ~ l'J ~ ~ ~ ~~~ ~ IC~ _..... ~ '\l: In ('I ~ '>I: ~ ~ ~ ~ .~ ~ "'..... 'N 'iN 'N ~ ~ '" "" ,,-';: : .() ~~ \() Il() W ~ ~ ~ - N N < b '>i-' -i". \'l;i ~ ~ I() ~ \<\ '\!l .1<\ 1{1 C V b "'.~ ..'-" ~ ~~ ~~ ~ . . J 111\ \.:" . @ Ii ~ ~ ~ e ~ ): ':i }: \J ~ Il ~:! N.~ ~ · ~ t _ ~ ~~ ~ ~ ~ t~ ~ ~ .~ ~ ~ '~\) ~; ~ ~~ ':\ ~ \-.: ~s ~ ': t:'. ~ . \ ':l o '\)"1 <(>'" ~ \j\ <0'" -() <t\ ~;. ~ ~ ~ ~ ; III ~ C!I ct -s _~ ~III A: ~~ :1\ <~ \j) '" "( "i: ~ "(to"\: ~ ! "'- It: ~ ~ ~ ~ ~ ~~~ ~ ~ ~~ o ...., ":t: "( "l:: . I ~ "l:: "l::: ~ ... ,N (l) <q: l"t "C I I "-' I \'()' I \ ~ ~ I.t\ 'c tC ..... II> JO ) I I 'It-. I I I , I . U)' I ':\' ' .:;:\' ' 1\"';, I 'X, , , . ,.. ... J:> J:> ... .. - ... a .. - ... " u 2 .. .. .., U U "- "'- . ~ ~ ~ P132. v '" " '" -i In ~ '" ~, V \ "" <; -- < -: ' ~~ In ~ '" \ ~ ~ ',! -/ ~ I'- In <:\ ..... \I' \I In <:i ..... ~ it l"{) , VI -s ~ (j 8 ~ 'it: ~ "- l() '() l() %l- U) \J \.i \l cO llI: '<l \rl ~ ~ " ~ \i a:: IS ij 1\ ~ ~ ex "t ~ it. ~..., ~ ~ iU III fl:l ~ W "'t'J ~ \l \\i il) Il' ro \l. ~ a:: \l "t \) \I \I \j \l ~ "": ~ (i\ "CI:'" .6\ ... . ~ (t ' . . It ~ "- ~ \, ... \I .... ~\l~\j... r-: ... ~ .... I/) I'- \l) Ii) (\I~ N I!I .... t" <<:S ::::~ ~ -...: " IN" ... .... IN ....~ \'I \(\ '" l" -S "" If} :I ...; ::: ~ ~ ~ 11). Iti . <:l ~ & t~ c <) .-: " <:l ~ ..J,,-,,~ , Ii\ ~ R<Y\) ~ .., ~ ' t- c. ~ ~('J ~ ~-l1'l:" III "10 '" :s~ >A.'\h~ . a-' ":' "'\'\1 .. ..~ ,,~I{\ .... ~ 0 ~ ' II.. '" 1\ ~~ A AttI ot~ "t4..t\) -q ~ f". " ~ II! ~ .. ~ ~i~.tl!~ ~ -: ~~~~~ "",q):~~~95- ... ~ r..;: ,... ('. l ';t r<:: r-.::. f'o.,; , ~ ~~ ~~ ~N~~N~ '.I~... - ~ .... ~~~-S ~\J)~'ltt-~:R i ~ ~ ~ ~ ~ () I'<'. ~ ~ ~ 0(;;' ~ ~ ~ 'I ~ ~ " <i <:i <:i ~ <i . .,. . ~ 0_ I:il -: !;\ t<\ G\ <! ~ 01)0) (i\ ~~ I'- I&. ~~ , I.ci <iii ~(I) ~ 1tll " '''1- "u ...s ... .... ~ ..... ~ il: :..:: ~ 011I ~ {) 6\""," 6'\ <:I t<\ ~ " t<\ 4"- ~ r-: ~r-: ...: l.() '" \1\ ~ u ~ ... ... o>:l '" l'- to- /""' l!: :;.; '^ ~ "" ... "? ~ ~~ ~ u '" <;I> (:> ti '" . <'> "-.c <:i ... <i '" J! ~~ <:(:) " '" \l\ \n ~ ~ - -, -: '" ~ - \(\ ~ l\Jt\i ~ .... , ~ ~ " , ~l\I ~ >f.\ ... . ~ CI .... 0 """ ,(\ < ; ~ \1\ ~ "\l- t' t' N Il'i < 0) - i ~ ~ t- o: ~ ~ ~ <<I I <- ~ t t -I ~ ~ ~ t t ~ \1 ~ <:I ~ <:I ~ ~ \l \) \) "I ,. , \ , , \ , .c l/)! III IX: ~~ ~ I\)~ ~ III \l W ~ C!I ex , ~ ~III ~ ~ II:: ~ ~ Ci a:: 't '" ~ ~ \1) ~ ll\':::: ..& .s a:: C 'l: .- .... . o 't """ "C""" "t 'l: I PLATE 0-2 I of ~ to) III .., o a: Q. "' lJ I I I I I I I I I I I I I I I t I ~ ...J :E ~ I:l -<l: a:: I\) ..... ~ It ~ -<l: ~ ~ ~ t - ~ >- !::;: \II l!l .... ~ :;) o ...J ~ 0 ...J::> \A \II o U ./ II: 0: .:J "- Oct >- U N :c Q8~ U J: 'i,\ ~ t;j ~ :E \l dS...J ~ u ct \fI o z I&.. 0 ~!\ U i=; .... ~ . G:a::0. , .. i ~ "'\ - o ~I d z - . .. ~ II) , 1'-: ~~ -.ljLc ...JD I, 'tl I , . , "l. ~I ~: I ,.. .&J ... . - " -; u " U ... . ... u . ~ U I I , S JD , I , I I I I I I I ,.. '" Pi "P133 I t' I I I I I I 1/ I I I I I I I I 1/ I ... u '" ., o II: Q. ~ It -l::E~).. <( Q:: \i ~ 2 f2 "- <( \... ;.2::zli.! o Iu )-0 - \\! t!) t:i h- e - t^ -l ...J .~ e:> ~ ~ N )-oct - :r:U~ Co~ u~ ~ ~~-I-' ::E \lJ dS ~ ...J U ct If) I&. ~ \I) U -i=; ..... _ ct . ...Q::~ , ';:{ . i ~ tf)\ ~ " If)I d z - .. .. .&: -CI) ... .. - ... a .. - ... .. u 2 .. " ~ u u I . 1 !ii~ 'ID ~, 'I "1;1-, 1 . \nl ~' ~: I I ,.. -J> ~ U Z W ~ o w c .... I I I ~ " I I I I I 1 1 I 1 . ,.. J> PLATE 0-2 \\j ";;l- II ..... " 11, ~ 'Q ~ ro 'CI) \i \i lll: R ~ ~ Q: ~ < :E ~ ~ ~ ~ l&l '1\ \J \J Q: \J , \.: ,.... , I'- '" ~ IS ti .:::; " "- 0 <:l I') , ~ '" Iii w () .... t\l ~! <:l (::, tI\ r\ ~ \9 2 "' .Jt-= ~- <) ~ ~ .... , I'- -l t! .. ~"a <l tIl ~~... "': Q ~" > II. . a .~..? .... ~ A'A &t'-I~t.I li 1 ~~~~ ':: " " ,.... r.;: :!? <:I ~ ~ ~.~ "'- .... '" '" ~ ~ '" '" ... '" '" % ;I " II a '" ~. .s <S <:i '" Otll I'-~, I'~'-l ,(\ II- ~ ~~. (lq~ ~ "u otll I' .... ,.... 4.... ~ fi'\ 'lci u \0 ..9 ~ ... tr;) u ~ <:; <:i ~ J! In -S ..... -...... '-!l ~ .!i t\l " . ('\ "it IN C( ; h ~ ~ C( .. I ~ '" ): ~l <:I ~ \I ~ ~ \l '0 > I . CI)! ~ '(\ <:Q l&l C!lc <t c..., N <I: ~II: .... \{\ ~ 1 <c ..... ..... II: "{ "'l: "t 0 I- I - Pl:34 (, I I I I... -",,,co< <<< ,,, a;;; ~~~ 000 t. :::: ........, .....<">. ''':'''1 ........., I-~.l 1 I I I I I II I I I I I II.D./5'5 Hyi),e,puucs R t:.tPosz o/t:. j?wcS <1-/>-87 51fT 14~z. c/trcl-/ 8/tSIA..lS - &10 ,utTWtJ,€K (3: ii/A /ILlDusre;A - I/J'LV iz sr PI35 a""".o.?>~'" n. 0.013 t:CAJsr . .. C B,;I / (j(tiur ; /5>1 ct:s :5 =- o. (Jt)<f. ..;/.:.0.75 ' 3/: SAY t:J.K. aU'lP.c.e. '" 0.7(14)(().33+t:J.7~)Z-""II.OO=S @t:."rtP/3 Q~lP""'''Y ~ 4.4- CJ"S C842 :5 . o. 00'1 . ... "" 0.6t:. Q6vr -= :!'. '5 Cl""s :J <'I: . ChA--".ctl ~ ~.7(/4) f:'.33 TO.~)Z=- ~.7 c...~s C( f1~w-'5Y &.0. 0 c..F=S C1343 Qt,.<lT :1'f'.Z c~s 5=0.04- f! ~ &-53' '/2. . c<uIP~.6= O.7(;4)(&'~'>"O.>3) =- 7.8 C+="S 6(~lC',"'31=- 1/.4 cPS (wwc.HeS7€R Rl>.) c. B,t/4 ~ Q 77Y)"" .: '30./3 c{:'$ HIIl.U"'~ ." 1'3" .'. Z = /.30 ~;. :::l (g.3) '" Z~. 7 cr.s gj;;;. (@ lAIr. &9ut: ~AJSUH//:)t:>r.e.) L '" 'f" h" /0 " } J . ~ ~ 3. "? IJE7t.<Jt:>,eJ<' 2 CAt.-t..E t:!."'A./ 5/..)1-1 I DOR - N' L Y ~2 57. C. 8 :II 5" S A-C7 QT<>T.? I.." c,c.s [=-9' H-'lt.o"" ~ /0" Ii -=/.3 h . h = 10" A. "'2. '- ",.? c.c-+r> ~ ~ (3.~) -: Z~.7c,c~. &K. c811(P &6ur: Z8.~ cES S.=0.O:i!>8 .'. 'dsO.u.5" &<./IP.C..s. = 0.7 (2B) (0.?'3-"0.t.>s)h =- /!J.O c.FS a~UJ"'6Y & . :3.:3 ~ (CAue: eAlIlCO ) , C8IF/5' C((,oJT; IZ.'crS ~ .'. Ij = tJ.74 11 ::>d = o.oo.!jS" ......, 0.7 //A)/".~~ro.&.S)% "-~.5 c,:.:. '-'C<:-'I,o <:.i3. & C 7 1..' '" Qr:~-B~ ~ 3A C~'5 CB #7 Q4<1T = 7.7 c.i<'S s;,; ().oo~5 :. fj '" ~.58' '\\. , ~... - Ci?c",.. C~. 0.7 (7) {c.3"J# 6.&..'5') ~ <t.e < 7.7 .~,. I I I I... ..- <<< ", aaa "- I"." "- ... ... ~~ 0= ...~c I-~:; -. .......... .......... ........i I ~~(I I I I I I I I I I I I liD 155 i/fO,.eA UUCS . R ~",-<JS2,OI(,. RwS 4-11-,-87 :JHT Z"o<'Z t:/Jrc.H I3ASIAJS - Qa;; /J€rwe>.el< 2 VIA I/lJDlJsrRIA -' EL Y Yz $7. -p , 3t.... c:8 .I/: 13 &6."'" .. II.D e;:s s,. ~ ~.ao+ !f <: a.c.';) , JAy,,- eXV7P c.1!>. ;. &.7 (7) (t:>.~'3 rO.4."J)* : 5.0 c~s Qe"U>"-'-.$Y = 4:>,OiC~ C 3 1& 10 &Gur;' 11.0 e~.s. .s;,:: CJ. a12,1 .'. f:J,;' ~.s4' : '. . ;3/i1. / QCAP C./3. - O.7(14)(,~.?>'H,p.54) ~J3,D C-?S ~':(.4W.M =- :3.0 c.~ C B .# II C( GuT "' /0.5 CI=S SA6t L "" 14' 6< - -3.0 L.-. . It .. ;.Ia 1-/6IZ" H h : /.20 62';41"C.8 "' ,14(:3) =- 42 C.es '? 1<t>.5 t:J,K. AlE/uJoIZK '2 C/lLLE 8,qAlCO - S 'Cy Ye ST: C.8. #8 t(6"'T "'/0.7 c.PS .5;.= eJ.038 .' 'j=- 0.45' 6(c/iP.c.8. - 0.7(21)(O.~3TO.45/1z. .;; /0.1 C.RS 6( ':CDuJ'''Y - C/." ens' CiS. -# 14 :::J:; !J.t:.8 Q,P)T; '?J.7 e.,::-s s;, :; ~ 0035 C(UfP C. B. ~ o/~ . 0.7 (lo) (0. "53 +0.t.6) <= 1,1 Q,:"",.e<( ~ '2, G -. c8:11 :?J Qa,UT =- II.:!> crs S,. .: (J.o 0 '3S " ';j ~ 0.72 ...~..-'-". H ~A6 L.... 7' h "' It) .. J-I .:; 12" to - -;;;. /.2 62. 3.0 Q ~ 7 (3) :; '2i c.FS"7 Ii.?:> C'::-S ".K. -C - ~p.t:..8. 1-~ , " ::g o c.. '" (') ... ~ . , tJ :II . :u ....~n \I'i 0 "" VI Z n' ~ r" ~ ~ 'I f'I1 ~ ~ ~n itlOC :1\0..,.. O;z W l> 0 h~ cr ~ r 0 ~ ~ ~ ~07 qz~ Z h ~ c " ~ :u > ~ t 3: r ~ CIl ,. .. . - Z p l~ o - ~ ~ : - .. n Q n c o - . 0. l7 'C I . :~ 1Cr, . . '-<I. '1 ...... 016'- ~tb ,"'I . , ... :II '" o c '" z n -< o ,. . It >r . 0. l7 ... . , , . I , , , , , ol 3 I , I ~-o 3J.'t"ld , II ~ ~ ~ ~ ~~ ~ ~~~~ ~ p..; ...... ~ "';) -...J\' U\ ~UlN""" .> ;:u- "'z > I::()> >Q ~. '" ~~ ~~ "1l::t \;l:) \);) I:l.\ i:l.) ~ CXI 01". 0:> IJ;} ~ ~~ i CIl t ~ ~ ~ ~~ ~ ~~~d IC! ::t:t $ .:t.:t .:t.:tl~"1 " ::t ~ ~ t ~ ~ .:t _ .:t :t. ~ ~~ :1- ~ ~ ~ ~ ~~ ~ ~~~~ ~~ ~ KI N _ \9~ () ~~~N : ..... ~ ~ "" ::--~:-- ....~~~ ;' ~ ,'1 ~:\I.. ~ \l\ )I ~ '" :.. 4. .......:- '" \Jl ...... ~ ""1Il.... voll\-..Jr- J" ~ ~ ~ ~ ~~ ~ ~~::>~ ~ en ~:!?l en ~ ~ I:l> I:l> Cl> ....'" 0 Il" 6' VI \II Ii' VI ....... --.t -..J ..... \11_ ~ ~ ;:: ~ ~ . ~ :f:>. \!l. ~ \).l ~ ~ ~ ~ ~ \)l;,g ~ ~ \JI \) ~iJl.... .0 ~ >f~ 'f;: ~p~ ~ ~ ~~~ ~f~ \i) ~ p. ~" (,. -l. -1\ N\ 'J 6'" \9 -.J -..J ;j,..... I'l~ ~ ():I ~ ..... lit 0 ~ ~ "" <. "<' l"~~l'l:>~l"l; ~,\>\l>:;'~5>"S:>~"" II! II ~ \} ~ ~ ~ ~ ~ ~ g ~ ~ ~ ~ '" ~ ~i I:: ~ ~ ~ :;:: ~ ~ 8: ~. ~ ~ ~ :It I:l:> ~ \}S '" III ~~~~~~~~ ~~~~~~~~~~ 1('1' t.a I~' 1".-,,; t'-1 ~ IN.... . IN' N N,..... N 1:'1 1('.\...... ~ N f'I '" ...s !'ol ..... i'::::! "'-J ':.J. ~ ~ "-J ..... ~ l~ ....], ~ ~ :-.I -J ~ ~ ~~~lJ>~~~'" ~~~r.s~~~~~~ - ~~~~~~~.. lil~'i!~\I-~~~~'" ~ 111 '" ~ " ~ ,-." \I ~ ..J> \) \:l " I) '" " " " t .,. ~,. '" ~~ ~ h N~ I.:~ :-oJ J 1:- ~.\I~ ~.I!:-- It f\3 '\ "J. \;ll. '1).1\ ......" ~ hI.,. u>~ Ul~ u.~~: i>o~ t"~ ;,,~ ~ ~'.~ ;"Ii l\l~ :...~ ~~ U>~ '}I~ :.,~ :..~ ~ lit C "'" U'\ \H ,., ..... VI ~ 1"'11,., (n () - ..... l"I " ... 'i" \l\ {\. l1) ~ Ilo-:I!I. VI ~\!\~'::' \:) ~ -II. l> \)\,j 1\. U\~~~ :::r- I:) v ~ <'l Ocr I::l \:i()vl) . , I) YI ~ S\ ~ ~"lJl ~ ~ ~ ~ ! \l' IJ> ~...J ~ \).) Il\ \3 N Il',~. ?--4 ~ ~ ....... 1\:\ . '- .... .............. I' - Il" I:> l>' ~ ~ ~ :'oJ \ll ~ :- ,. ,.. ~ ~ ..... -..J -..J- IJ> ~0~~ -4 ~ ~~, ~ ~ ~~~~..... . ,~ . . tll... ~ -1\ \ll \g' -..J 'I' Xl:IJ~.' (\ 1\ (\:'1 1\ 1\ \),\ .:-1 ;:u ~ ~ ~~ ~ ;') ~~ :t> ITI vI ~ VI ~ ~ ~ ~ ~ ~~ ~ ~::1~ ~ ~ 1\ \\ \:li..... ~ ~ ~ Ql .1\ .(\ l\ 1\ en 1l \ -11. j);J Pi :u ~ ~ ~ \ \~. ~ Ui I\'l ~ "- ..... t ~ '1 ~ L~lci ~: ~ 11\ ~ 0- ~ ... ~ ~ ~ ~ ,4.D. 155 H'ID.e/lULlCS R &."'-O~Z.ol(" RuJ,5 4-1&'-87 $I"IT. 10': I II I I I;;; ... ,,0 000 .~ I;; ~~~ 0= ....~. I;~:; .......... ~~~i Crt Tc:.f-/ /3ASIA./S - &'0 iJETWc>te K 3 cALLE C.~H~Rc/O - 5 fL.'! V2 ST,eIE'€r C.8.ffj Qt!.I..rr "23.8 -5=-0.038 ,.... .%: acAP.c.e. ~ t:J, 7 (28 )(0.33 f-O..l..6) "n.&. t("./,.Dw'/S'I =- ~..2 PI"3B ~ ~ (J.(d) . I C8.tJ:2 tP6vr=- /0.7 C~S S=-C).003fS" !j ,r 0.7/ . I .'It. / t2 ~ 0,7 114)("':~"5 +~.7/) =- 10.4 t:.~ 'C/TP.t:.8. L' Q ~l.6W'''d =- 0.:3 c~s c...B.~3 Srtq ~Gur;' 8.7 c~5 I L ~ 4/) -;: ~ 3> :sAY <,..I<.. 4'~P ~ 12 c::~5 47.K ~ I I I I I I I I I I I A1ETWtJ/21< 3 CA-LL.€" CoH€ec;O - NIL Y Yz ST. C.B. 4- 4 &6UT ~ 14. ~ c..F"S 56 ~ e?..tJ38 .'. ~"0..48 .. .' "'12. 62t:-/TP.c:.e. ~ 0.7IZ8)(<'.'"3~~(().4$) =/1.3 cF="S 6!F"~MJ-",/ = O. ~ C-pS C.8.#5 c:?c;vr /I.~C~S .5",';0.00.3'5' l;J~O.73'SA'/".Jo<. ~/z. C<ur/'c.B. ~ 0..7 {l4)(0.'"3'l> + 0.73) ::; 10.7 C-I'=S 6i'rLDwCt;Y ~ /.2 6C..5 . I~~.l 1 ce. #~ a",ur:: /2.4 crs S'",;. 0..0035 fJ" tJ.73 SAY' D./<. C(c.",~~.B. "0.7(14)(0.;'3+0..71>)"/1.::; /0..7 c::;::S t9RPMJ-8Y" 1.7 CP"S 03#7 tRt;.vr= /"Z.:3 C-F="S ~ ';j:: 0.7:' SAy q~. &U9P. C.B. .fd. =- 3 L Q ~ S(7) =-"Z/ c~:; t1.": . --- ~ ... u '" ., o a:: CL. ...J:": ~ ~ -<l: a: <:I ~ f2 ~ ~ < h ..2: z ,.. o N ~ _ 'lJ u ~tt~~ O...J t^ :::l ...J -.. ') 0 0.... III 0:: ~ E ~ <t ~ II. ::cU ~ ag ~ u x: <;,) ~.ti ~ :,,: t..: \tJ ca...J~ U~ 141 IL Q \(\ U'""= .... a::~r.::i , . "< i Nl .. o -I d z .. . . .I: (I) ... . .. ... o . - .... ,. u 2 . a .I: U U 1 , , soS .... ~, .,1 ~I , . 11)' . ~: I :>00 .... PLATE 0-2 ~ 6\ ...." "- 'It @~ 14 HI ~ {\{) ~ ~ I\} \n I() ~ ~ qj 'It . N \J 'v 'l:l en \j ...... ~ \J \i \J ~ ~ ~ ~ ~ ~ ~ III ~ (\ 't ~ ~f\ :~~ I' I- ~ h~t:: .~Io~ ~ ~ ~ h ~ ~\l ~~ ~ ~~ ~ ~ ~ \? ~~ ~ ~ ~ 0:: \J '(-,j \l ~, \J " \J \l \J ~ ~ ~ n:. r- ~~ ~ A ": It n.: ~. k'l:.... I( \n 2,\i {~\l ~ hi\ih ; \i\i~ ~~~\i~ ... <:!r-- <I~ ~.....I.{l ~~ \l ~ w ~~ ~~ ~~~ ~~ ~ ~ ;E'f'o- ~~ \)':~ ~~.r""~ t- "'i .... r--:.~ ~'€\ ::;:'(1'\ \0" \<\ o ~ a ~ 1-:0' ..J ..: g ~ \l ~ a ~ ~ ~ \u ~ ~ .... . ~ 1& ~ II N " It \.;': < No " ..,J '-l..J .....J -...::: ....... III ^ h~~\1,l~" ~;;- '" <I:~<f~N IlJ ~~<l:r!.cJ~1ll > II. . '~~!l\ ,. \llii ~ .: . ~(I) ~ ~ ~ to ~"Iu .t <;,' ~t<i ~ . ... I\) '" '<I '" C\" ~ ,,:; <l A C\ '" ~ ~ 2. .' i' '" '" ~ ~?"jtt!,~ ~~ ~~{~~rA~~ -= ,~~~~~ ~~~ ~~~:..~~~ f "....."r.,;N ....... 1.....~"'............I""...... ~ .\*-~ .e~~ ~~ ~ ~~~~ ~~~~ Z':::~~Nt'J ~"::::~ t,,::::""'~~~~ 1I(;j()"';~~ ...a1" ~a~~""'~~~ I I)~~'~ 4~i ~~<;.\<:i~~1:\1::i ~. >- '>. o III (\ \() ~ ~ '" ~ t-! ~. ~ ': "'''! ~ ,,() '" ~ \'i!::: ~ ~ ~ \\ \l;\ ~~~ ~~" ~ ~\) o III \!\ €'I ~ - l'- t<'I - ... 1lU1"" - t<l ... '. ~,.: ..; ~ ". ~ 0,;1 ". I!\ . .. u 1;'\ 1" '- \,\ f' .... 1\'\ N '" \1:l .... ~ _<l t-. !$:l 'ft I ~ . I' '" ;:. l'- I' ~ l'- . "<ll \l(\ 'l<S &; q~ <l:l .... ':!.: \'0 <l:l ... <(\ u \i ~ <:i '" ~I': ~ ~ ;:\1,: ~ <;:i <:i oS .l!~~ &3~ '- ~ ~ \t ~(' ~ ~ -~ ~ t\, N ~ ~ \'l ~ ~ ~ ~ t\l ~ :t<llN \'1)1-- ~ ~ "\l: ~~...... () l'- c~ I{j ~ ~ tri ~ ~ ~ ~ ~ I..ti ~ lri ~A 1\ ". ... i~"i ~ ~ ~ ~ t ~ 't ~ ~ 1: .1 :t ~t 'J } ~ tl' 1:'" t'^" <::I ~ ~" .. i>~~ ~~ ~ ~ ~ ~ ~~ ~ ~ en ! ~~ Cl:l () <:(\ .. ~ <il <{'j ~ ~ "l:l ~ ~ ~ ~ '" ~ ~ ect ~ 1 ctlll " " ~ :~~~ (\~ ~ ~ ~ \l '':'~ ~!'- ~ ~~ ~~ ~ ~ ~~ ~ ~ ~~ 1 1 , ~ ... I , 1 1 , , , I , , :>00 .0 P13';l ";) .... .; '-' '" ~ .,. ~ .... '" c; ...... t; (\ "'I< I t' I I I I I I I I I 1./ I I I' I I I I ~ U 1aI '") o II: 0.. Qc ~ ).. ...J ~ ~ ~ <(D:\.l" 2ft ~z~ -QItJ ~ ~ ~ 0..J\t) ...J;j I Ou a:..J o <t ';j- .tu c ~ Co l\\ U i= ~ ~1Ur::: ~ \l.l CIlS..J~ <t I UZ LL.Q~ u~: a:D:{.J , "'i .. - . . ~ ~I - .. \\11 d z - .. .. ~ II) ~ u Z III ::I o III C ... ... .. - ... .. .. - .. " u 2 .. .. .c U U ..1.1 ..", I rn I I ~t:'~ t-llc Ie 1\1'" ... I' I ~I I I I 1.); I ':\' I .:so · 1\\' I "<.. I o I '" .. .Q .Q PI &~ n., ~ ,," "" ~ '\! h ~ ... ..... !\J N ~: ,;:1 '\\ 'lil-\" l~ ~ !1) 'l: It) I() . en 6 \J~ \i 1 \l \I ~ :lI: " ~'\ f:J ~ ~ ~ N 1:\ a: " \.." ~...... C\I ......1- ~ ~"1{l ~'I'-.I(J ~I:';r"\ l:l ~ '^ '11 ... '\I II. ~ l'Q l'{i... \:() ~ 1aI ..,l!i \) ~'ll \J "t~ \I \J \i \J \l \J a: "\J t\) co. ' + c(\ l-" ,. ^' III ^. tic( . ~ll ~ ,Q. Q ~ .... 'I..... \:() \J !v ij <" . ~ . . ~\i "''' \i ,\J \J !v \J " \J \() ~ ~ ~ ~~ ~ ~ ~ I N ~ ~ N ~ ~ "' w _....... ............... ""'" t\J - \'(\ ;i'! l\I ":1\1 N \[l - ""i ~ ~t\i, 'i ~ ~ ..J ...: n~ l. ~ ~ ~ ~~ ~ ~. :..~. 'I ~ f'. 'on ... ~ " .. -.\" ,,- ~ ~(l1 '" Il\ .. ~ lit ",,,,"' oS'" .... ~. '!. ~<<l.... ':!~ ":- "1- ~,. ,. .. ~ ~ . ~..~ ,I: ~ Q. ~. ~ v ~.~ ~ . (S~ . IL. "t' ...~." 4~j.;.,I\l"t-l~tol~~.N"~'!oI ... ,. ":<; () ;;; CI t:\' l:I l\ Q A" <I A ~ ~cl::;_~ ~_~_~>ll_~~~~ill_~ -:; "Ut..~ ",""j\~~::'<I1 Itl ~ "t'-~1'- i~"~~~""'I'~ ~ ~ ~~ ~~~~~~~~~ '^ .. ~ oS .. ~ .. '^ v OIl HI. "-J "0 <:l. ~ "t- i. fV\ ; ^'\ '" ,." ~~~~ ~~~~~~a~~ II R4I, ~:t.. '" ~ <:::, <::i ~ ~ " ~ .. ~,. .,.. -"~. ~ o lit ".: ~~ ~ ~ ~ i~ "l i,,: \'() ~~ -: '" ~ ~~cS ~ ~ ~~I(i ~~~ It)~l\I \'() o. ~ (\). "\l:~ Ii1 \\! (\ 4~ ~ ~ ~ ~ \Ii It) lri .... \tl 1'-..... ~ ~ l:: "" ~ I!:II!:I "'" <l;\ U <:> ~ <:>\\ ~ <;; ~ J!<<1 t\J (It' ~ Itl- _..... ~ 6' ~ ~ t- \<'I ~ .!i ~...:. ~ tv "' ~ -..: : r: ~ I:-l ~ -ll ~ ": c ~ ~ \'ri ~ I;] l{i "<i 10 ..I 1 ~ "t~ ~ I ~ -t ~ ~ ~ ~ ~ ~ ~ 0: ., r.r.. \ \ I ~ , I II).! '" ~ ~Ill} ~ I.() ~ 1aI eC( c... z Ci~ \'() ~ .......1.\.1 \<) .\l- \{\ ~ ' \J \. \J '\.J ~ \l \.l ,r2 ~ ! I. ~ ~ p/40 .4.'D /55. flYPRAUl-/CS R "It> -052. 01(" ,euJ,s ef-It:,-87 S'HT. I e>~ Z I I I 1_- .. ... ,,, .00 "~ C4TC 1-/ B/lSIA../S IJ6.TWaR.K 4 tV/A/cHE"STiSe R/)- ~ - Pl41 5'LV Yz. ST. C.B. #':::> Q6,ur ~ 32.7 c.t:S 5A~ I " L; /4 ", h ;'/0" l I-/"I..U>~ ~ IZ" ) H _ IZ -;;- /0 ~j.ZO 62.",.." '"" 3.0 .'. t?:<t:.A-P.t:..B. ~ 3(14) """ 42 c~:S L t9.K. I"." . 5 "" & f"/..DuJ -P.d - tt:J.O .. . .~ .. c...8. #ID a~"r ~ 2/.4 C':$ L;c 14' h =-/0" H AL/.tJ/IJ ;./2" S'A-6 H' -6'/.20 h .~ .~ I-~.l 1 62.",/f1> '" -'" ~.O t.. OCAP.t::.B. = 42 CfS ?J.K. a f"U>uJ-8Y :: 0.0 I I I I I " I I I I I I &WL.5. - " ~/&:'.&:'CFS I ::5-=-o.o~, 'j=0.40 0.7 (14 ) ( 0.33 +.0.40) 31... "" c... / c;::=,s 6? F'l..Cw-l$y .:: /0.::; c..P'S 70 A/e7WtJRK S" CB. I/: // Q4<JT A vl:.AlIDA DIE V€/I.lTl4S) :;j'LY Yz. sr. Ci3.#4 4'c.,,,i';: 13./ C':.s S$'o.01'j .::0.%" :!SI.. QU}/~ C.B. =- ".7 (/4) (0."33 +0.4(,,) :: ~~~ c;::s , 6?F~o""'''!>1 ~ ~.~ CPO C!3#5 Q6ur ~ /6.5" c':-s 5 "'''.oa ~ ':J =- &.75'.5'.4'/ o. k. ce.#- 7 tYc;...r':' /4.3 CPS S.. ;: 0.oo3~ lj =0;76' SAV (),/<. sA~ L:::'5"J h=-/o") H-=-!Z") ~~/.Z.O $ ;3.0 qCM c.B :: ~(5) ~ 15 c~5 ~K. &1..4P .t.... . ~~. I I I 1- ..- .,. ... ,,, 000 """ I ::: ~~~ ccc "'~~ 12~~l ......, I ~~(I I I I I I I I I I I I AD /55 H'Il>.e.-1uLlCS R a;.-t!JS2. o/k, Rws 4-/&>-87 SHr.Z"~2 c.A ~ 6/ts ilLls) Q)~ I'JE.TUJOIZ.K 4 CL>Arr. Al/eA./ID.4 De: J V€AJTAS1 A/LY lz ST P 14'2.. 6(t:....r .::: '22.<::> c'::5 <iJ :-t:J.04- Lj= ~.~O' 3,1. I ~.i3. : C).7(28)(t9.H+O.tcO)t. '" /7..t. QFlI>u.J-I3Y .: 5.:3 ,j C.i3.# '2 06vr'::: 10.eCFS S;t:UJ;::;~ft fj=~,70'$A'IE.:..5: . 3h I ~utP~.8. ~ ~.7 (.../4 ) (0.?-3T-O.7C) . '" /0.'2. Cj:::S 6( F~iJJ-8Y :: 0.6 c..P$ C..8. #. J &C.AI" ca. #Ic. Q/&UT'; 5.B c.~S S ':::0.0035 lj"o.46~ ac.A1'c.t5."' &.7(7 )(0."3~+tJ.48)"1z=3.(", Q,:U>w-~'/': Z. 2 C.~$ C f3 -# 3 -Sl"lc, &t:;ur .: 8./ C.~ lj"' t).~~ / :;; (p" h " 10" J+. :-/2".!i '= /. z. '- ) ))'I-U"'-J) h . C<~..,. .::: 5.0 &CA-t''' t:. (3) :- /8 C.FO. t::J.K. '0.;<. C-Bit8 ; ~"" """ 4.0 6?ID " 4.0 (O,f#,8):; 'Z.7 CFS .'dA I I I I I I I t' I I I I t I I I I I I I to- t) '" ""3 o II: Q. ) . ..J~~~ <(0: " ::l0 ~ Z u.. h. <( !-lJ ..2:Z~ o ~ >-- l!)~ .5...J I o ::) I^ ex: ~ 'II ~ <t ~ :cU~ c8~ (.):J:R ~t;j\u ca~~ ...J (.) <t IJ) 1L.~\fI (.)-...... ~ . G:0:.Q , - ~ .. ,. . ~ I - .. 'I d z - . . ... III )- u :. .., ~ o .., c ... ... . - ... .. . - .. :> .. ~ . .. ... u u /'...' I . I \fl' · N~ ~ Nfl> ... 'I , '11-. . I I . . . W, I ":"\1 · ~. I ~. I I I I . .. .. '" '" PLATE 0-2 \J ~ ~ r() ~ I~ ~ < ~ '-3 In ,'-<\ In I..... I\J /II 1\1 (\J "" "ll '", -ll. ~ "It ~ ~,~ ~ <0 ~ ,..;), Il) C{l '" Ii\ "> \l " 111 \I I: '<{ c/)" \i \) tj \l ~~, !\\ \J.. \l ~ I" \l ~ .:; ~ :\) ~ ':I- (\ l\~~ ~ ~ ~ 11\ III ~ ~ ~ 'to'll....}.;: ~ K'il- -;;; "I" ~~~ t-l) V\ ~ t'- ~ \.~ K ::15 \j)~ " "It- )I) " VI "' .... "I\. iii III 'I \.t 1t \t) .1() lS~ . lI\ \t) ILl ~" ~ II) z.; t'{\ ~ ~ ~ llJ II: ~n.<l) \l 11) ~ \t ~~ ~ '\\. It a: 'q "OJ \I \J \l \i \\ \~ \J \l \j <i..J \J.'J \j ~A: "ll ~ ..... I'l.: 0: 0.: \fl I1l k. ~ ~ n: '0 t: 1--1\ Q '~ '" ~\i t \j ~ ~ ~ \.i ~ \i ~ ~ ~~ \i ~ I,j ~ ~ ~\i \j ~ . ~ ~ ~.....~ Q~~~~~ ~o~ ~ ~ ~~ w ~~, ~~~~~~ ~~~ ~ ~ ,~ ....... -. ........ '""" ''\.I .... ................ """ . " ....... ......................... ~z"~~ l'l <I:l;)~<-I I:)\n I;\J ~ N i -..:.-..:. \l" ~~t<\ ~-..:..~ 'It N ..:"~R\ (J ~~<I ~~ ~ () ~~ ..I....~~ ~ ~?~ ~';t \(\ ~ ~~ '" '''' ~ .<-!."5l' "" 5: '_ ...' N ~ () In 1ft ':;t(,) ": ~1l"....('J ~\f) ~- ~f(I ~rt\~"" ~ ~\rl ~\\ ~~ "!" ~tJ ~'t ~ ~t'\ ~~ "CL,.(b .~ lJ" ......-t)II\S'-'J.....- .\.." ".~. '.'\.1. "<<:s\J " ... Ii\{)~ ~..l'1tt\J~~.t\J"'3.'~..l\J ':t~~~,:~N.,\\I~t\I~~ ~'It'i~W 1A A ~'f~ ~ \I .A.'Q~ ~ ~Q, 4 6. ~ ~ ~ "JClr. ~ li ~ ~ .~ .i'! ~ ~ t~~ ~ ~ ~ t ~ ~ -~ ~. ~ II ~ ~ - ~ ~ ~ !:i "'~.... .. .. '" " '" ~ .. Q ~ ~ Q "'- ~ 'I --- ~ ~ ~ ~ ~ ~ I' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~... ~'" ~.. -'" N '" "_,~,,, I'l :\ ... ~'" .'" ...... ~.. ... ~.... N -=--.. ~ ~ ,,~ :::::.:: ~.... .......... ~ "'l ~ -...... .;:... ........ ........ ~ .... .;x-:::'::::: ~ '" Il\ ",,, '" -. ".' '" In '^ .. ~ " ~ tv ~ CV\ ~ K)~ ~ ~ ~ ~ N ~ H\ ~ M. ~ ~ iI .. ~ (;:) ~ ~ ~ -~ ~~ ~ (S ~. ~ " ~ <S ~ , " ~ I~ (:i .;:i <::i " <:i <:i.;" <:i ci '" ~ <;:, ~ .,; .; <;:; :; <:. ~ "" '> >- '>.. o tII ~ ':l: ~ '1": ": 111\ ": ."';t Il\ ~ ~ C\.! ~ ~II) ~ ~~ l': . 'I:t ~ ... t ~ ~ ~ ~~ ~ ~~ ~ ~:::: ~ ~ ~ ~ & ~ ~ ~~ ~ ~ ~ o. It:) ~ I1:l ~ N.'J- _ I'l:l t- c;) c;::, l'\ ~ ~ \I) oS t ~ ~ ~ r':. ~ I'. '\i- ~ . ~" .\'() 10 ~ '(\ m \I)....'" '" -St-l'-- ;. \ilr- '" '" ....~ 2- u &;';\)~ ~ ~<<I..;)....~ :;;<1\ ~ '" ~<'(j 1~ ~ () ~ (\ <::i '" <:i ~~ . <i.<i "" ~ \'i <:> :+- J!1'()'<:t~ ~ t--~IX: Vi' <I~ N ~ ~-~ ~ _ ..... \(\ II' - ~ \!'\ ,.: ll' ~ 'I) "': \)' '-!\ ~ (' ~ 5~~~ , ,~~ ~ N~ ......, _~, ~ :~~~ t-- ~~~ ~ ~~ ~ ~ ~- ~ C!"i-';i~ \t 'J-l<\~ '" ~\t\ ~ 'ii- "tl\) ~ .. ~ ~ .. ~ . .. ... ~ ~.' . .. .I~~~ 't ~t~ ~ 4:"t t ~ ~ ~ It\l'-l~ ~ :t:,; ~t t 0{ t~ i:~~~ ~ ~~~ ~ ~~ ~ ~ ~~ ~ en.! ~~. ~~~ ~ ~~ ~ .<:1:1 _<:Q~ ~ ~ ~ " 't " ILl a 1-: ~ e ct ":\ 1lI ~ ~'" ~~ Ii Ci~-';~\\I --sr- Irtt--~ ~~~~ ~ ~ '<l~ ~ ~ i2l~~ A ~~h4 ~~A~ ~ P :~p \)~ ~ 'l)~ "} ~ J.-> /4:;' s-S I I I I... ... <<< ,,, ~2~ I""" saa ~~~ s:~. 1_..' ~~~~ ":''':''':'j ........., 1 ~~~l 1 I I I 1 I I I I I I I AD 155 II-YDk!.4UUCS R 6C,-OS2.0/t, RW$ 4-ZZ-87 $#7: I "p I C4-rc:.H I3/t"SnJS - QIO /JETWo~K 5 W lA.lctf€:STlZR R b . S 'I... Y I,/z. S r. -p 144- ./ C-/3.#. 1 a~ur:: 27.2 ct:"S / 5".;:6>,021/ ~""t:J.52' . / 3/t. a..AP, <:.6. ~6>.7(21)Lt'."S~..o.SZ) r../f.5 c..f;; a~U"u.J.l$f ~ /5. 7 c,:-s C8 #2 t;Jbqp.c.e. ~ ./ Qt'<"''''' ~ 2-:'.1 c.c=S S'" .:-t:J,O~3r I 'j ~ .o.~",,' y, / 6>.7(/4)(,::J,3~+-O.&'''')'' ~ ":J.7 ap~""Qf </:3,'5' C:8:#4 .. \oJ- 10 Q~"T I 'Ze,.8 0::.5 SAtE L;. If;' .' ,/ ;J .. h r. /0 , IT ,</t-/.D<-J .r. fe., i:L:" /. '2 17 a~p r. E.O C<~G..~. '"" 30.tJ c~s ,p, K. - tVlA.Jc.t-lEsTiER ,Qc,;c?D-N'L.'I 12 sr. <:::843 a~",...""Z8.Z) <1""r.-o.02/, 'j""o.:5:3 . 31: &c.4PC.h. = CJ.7(2/ )(tJ.?;~-r,::J,53)Z.... 11,7 Qt:to>...../Sy <- Ifp,!j C,8.#~ O(;,<Jr= 24.5 :s;. .:0.0035 I '1 =-O.(P{P JI/z OWIPC;.~. "'" CJ.7(14){O.33htJ.(,,&,,) ~'?).7 Q t=-U>UJ-r!JY r. 14-.8 C6'*S$AG:, W=-IO" t:(OIJT r. 3/.5 c..~S ;.f '-;. /0; , h;. 10" } H !JUlJw ~ 12." 7 -;;.< I. Z. C2r.1' '" -q,.O ~Ay a. .-:. &~ =- 30.0 ~ ~ \c I. It) .. ......ll( t\l ~ ';j.. 11." ... ~ "" ... ~ ."\ '" ~ r{!" IQ <() .... III r-. \l €\ <:() <() "rIl \i . en \)~~ '\:)~~ \J \J ~~ \J ~. ~ ~ ~ ~ K ~ ~ ~ ~ ~ ~ ~ ~ tI) ~ -S ~ ~ ~~ ~ ~ ~~ ~ ~ ~ <0 \Il ~~ III ~~ ~ ~ \e ~ ~ ~ ~~ \l \l ~o-J \J -.l ~ \) ~ ~II ~ ~ ~ \J \l \) \l In: It:) ~ ~Q ~ 0; 1\ ~ ": ~~ ~ ~ ~ ~ Q.. ~ ~ ~ . ~,,~Io~<,j ~\l\)\J~~\J€,\ ~~',j\iN~~ ~ a~~ Q~ ~~~ aa ~~a ~ w ~~~ ~~ ~~~ ~~ ~~~ ~ z.": "-<:II'- t-J\1;l~ \;) In~({\ 1<'\ ~i!::!1N b~'<i "...:. 6i ~....:...;...:. I:l ~R~ ~<l~ ~ ~a~ a ....:::.~ ~ ~~ ~~~,~, ~~~\ ~\ ... .... ~ "'''' 61\(1 In '" ",r - '" .' - '" - - ~ '" ..s~ r'"' . ~ V\ "S...t ~ IC\,-, "QoQ 1t'6\ N "t- ~ "..... '" "^N '" ~\: ,. lL .'" ~~..~ . Jr-: '" . ~.. ~ . . . <i-- " .s~' . . ~~ ~..: ~!'l':~ . <:io' l~{'N"f\1 "::t.r~IIN;t\C1II~~q;)ll~~ ':tu'~ ~ .."~'~V\" II"" ... 1'\ '" A :0.1':1 1':1 ~ ~ N"',," .. l' f> fl,. '" ~ .~~~l~~~~~~ ~~ ~~~~~~ . ~~ ~~",~",~~;:si1'~~ ,U\~~~~ \I 01 ,- " 04. It ~ ~~~~ ~~~~~~~ ~~ ~~~~~~ ~~l~~l~~~~~~~ ~l~~~~ il "~,,,.;:;-'<i,<;i<::l';~~.~ ,,<:i\)<:i...~ ).. ~,. "'::_C' 0'" Cl \'(\")~ 'it 6\itC ~ a ":"1Cl ~ ": <l 'J:~': ~ ... ~ ~ ~ ~lo ~ ~ ~<5 '<i ~ ~ ~~ ~ ~ ~ ~ ~~ ~ 0" ~~ "1-1/\ ...,-~ ~ "t~~-- 4~ ~~ ~':i- ~r'r-:' ~I'~ I' ,,~ t-'" ~"'~ '" "''''......... u ".'~ "?~ ~~~:;; .1<i~~ ".' '" '" '1:1 <::, "" <i <::I <;; "" ~ '" ~ ~ ~_ ~~ ~~~ ~ ~a~ a _ .... ': ~ ~ U' \Xl I'- ~~! ~ ~ ~ - c t\!...:. ~"' ,....:....:. t-J t..I~1N N :~..... ({II'- ~<;'()": 't ~~~ f\ C!Il1~ K)~ '\i~\J) ~ ~~'it K) c~~ ~~ 't"t~}:: .~'t 1: .l~~ l~ ~~~:! it.~ 't \l~ <S\J \l\l\\ ~ ~I:\\l;<;> i,..11 ~I 1\, ~ 1\~l ~ 0!~~ ~~ ~~~ ~ ~~~ ~ III "0( ;w--~ ~~ ~~~ ~ ~~..... ~ ~ ~ \u ~I ~ \u ~ 't\ \u ~. ~; ~ \U \;) c PL&W 0-2 ~;'\. ~ ~ ..J :e \i " -<l: 0:: \-.. ....... ::If? ::z: - ~ ~ z \ij ~ -<<';0 III u - ~ a ~ ~ Vl ! O...J I ~ ..J ::> c aU n: ...J .l\ ... o <l: '\'I 1;U':( Qg~ Ui=~ ~~\U ca ~ ...J U ~ \(l LO lrl U ~ '"'- ict . a::o::~ , ~ ~ Co) III .., o a: Q. . .. . ii --I ... o ......1 d z .. . ~ en I 1--: ~~ Ie 10", IN, , I 'l'. , . V)I ~1 I ,.. .0 ... . - o :; u o U ... . ... u . ~ u I I , ~ ... I I I I I I . I I I ,.. .0 "- "P/4S I I I 1 ..- u_ ... ", 000 ... ... 1 ... ... ~~~ 000 .00 I ~E~~ ~~~i \o~~1 I , I I I I .. . I I . I I ,4. D. /55 Ht DJ<AuL-IC.:> R ~~-OSZ.OJ(" RW$ 4-23 -87 SliT.. I o~ I P14l:" C;LJ reI-! BAS/N$&m A./erwoR.i< tP . 1/ 1/1 111./ t> tJ S r--t:zl A _ I-U I L Y Vz fS' r. c::. 8 .If I &,:..,4-f'.t:.<3. c.f.3#2 ~,c/l",.c.e. =- RIO /lJ€!:. DO - C 13<11 ~ ./ L~)4' aCAP == 3.0 L. ~&'()r. '" 1':;.8 c~s s;, =0. CX!>4- t:J"'~' 77~ . ~I: & t).7(14) (d.'3?;+ 0.77) z. '" 11.3 CFS a~~""f3; '- 5.5 elf'S Q6UT. "" /0. ~ c..,cs s;, ~ . * / 6J. 7 (14) (t:).;33 -rtJ.&.') = /0./,' c~s O~~",'IS'f : ".8 cFS / /VI (.. Y yz.'5r. SA6 Qt;tJr ::. /~ 7ct::=S .60'" 0.035 h"'/o" II-r~w ~ /2" II '" /.2. I? c:J(CA-PC. d. "- ;; (/1) =- 42 c...F":5 ~. &~~AJ:l.Jf '" t:J.O CS#'4 6(6-"":::' "'.c., c..,::::s 1 5",=<::!>.OZ7) ';j_t::J.<!-s' " ' ~ a << 0, 7( 7) / tfJ. 'S5 of 0.45) z::. 5.4 c.cs c/lP.. c.B. (' ~tD""I:l'f ~c.. 2: cFS 7? I 0 /IJ CDo ~ ::; 'L:; 1e sr: C 13,,1: 3 &4"r '" 27.4 CFS ,~~ CP. 045 ~r 0.58' ../ '/~ a(../tl'.c.e.'" 19.7(21)(0.~"'?+-o.'!>B) .. /Z.8 c-~s 6(~ow'IJ'/' 11.(0 C-~s c:. 13 #: (0 'L~<;;i' OC/ll' L. ::. -5.0 ':SA6 6?~AJr':" ZI.7 h '" /0" fI.= 12 . , 0.6>/ tj:- .l!.. '" ;. 2 h (2' ::. ~(3) s 27 c.FS c.".",. <=.-!S. ~. (~Jb I I I t I 1 I I I I I f I I I I I 1 I I ~ . ~ ~ ...J:!EltX <( 0::: ~ ~ a b "- zlA.. . ~ 2:z\ij a ~ ~ ~ ~ ~ : O..J 'I ::l ...J :J 0 o u '" a: l'n C o..J-~... ).oct :r;U c8 ~ u~ ~ ~~ ~ ca~~ U~ La\() U- 1.(\ tt ...... ~o:::~ ~ . - . . ii I - .. "'i d Z - . . J:: en 1'1 , , , (() I . I '= ~ ffl 'c '" t\) lD lD \, 1 '11-1 I 1 1 . I . Vo)' : ~: . 1\;. I ........... ", I I ,.. .. .0 .0 ... U III ., o a: Q. " . - .. :> u .. U " . ... u . .~ "U ~ ~ '- ~ l.: ... i'(' ...... ...... N \'f) ';I- ~ Ci) ~ ~ ~ I~ ~ ~ ~ \ ..... ~ \J \i ~ \i \J N ~ ~ d) en 1< ~\i( ~ ~ ~ !() \I \J ~ rQ~~~~:;;~~~~~~ G;~"~ ~ <t \l ~ " n <:(\ In . \/I ~~ . ~ Jo :E >-" ~.~ \0.. " ~ ~ ~ . It 11.) ~ ~~ ~ lQ \l. II. ~ ~ ~ ~~ ~ ~ \i -,j \) \) \1" \l ~ -.l ~ \\ \\" \) ~ ~ ~l\: Q; l\: ~ ~ n.: t:l:. ~ Q ~ t~ (( ~ ~ ~ it \i ~~ \i ~ ~ l<l \i \i 0) \i ~ ~ \l \J ~ ~ ~ ~ .\'()'0'0C\J\i\ ~~ ':' ~t'-I'- <<1 W N~~~~ ~~ ~ ~~, ~ ...... -.....;;. -......:......."' .............. "'- ~! I'() '0 !':ffl "}..... ~ ~":~ ~ ;I N~~' ,-...: C\J li'i............ C\J .J ..: Q1 .~ ~ () ~ \J l ~ ~ ~ ... ~~ t()'3\~\r\\~\ ..::.t'l/'\\~\ '" .. .... 'L "1' 1O..:r ~:: ~^ ~-.- ~ ~ ":..~;" ON N~ .. '" "'In ~.. "!' ,., .- :'" ,,, ,. .6' ".:'" ; "," <':" > lL ~j ~ ~I:(i ~'Ii ~1Il ~ ci \?~ ~K ~ ~ ~~ -:i ~ \\l ~~ ~N ~''i ~,: ... .. ~ "'.. '" .. A <:l Q Ii' "'.. ~ ~ '" CI ~ ~~ ~~~~~~~~ t!~~~~~ -:: ~~ ~~~~~'(\l!!~ ~'i!!~~~~ ~ " ,...." It N K ~ ~ ~ ~"~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ O;~~;R~ll\-...... ~~~~-.-. ~, ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ j ~'ii ~"~<s~~,.:",~ &<S~<s.."<:i .,...,. .,.. . If\ <:) ~ ';j- t- ~" <:) <:() 'i! (\ (\ ('f'\ ~ <:\ '!'-. IN "0 .. .. . . . l.: ~ . ~l~" ..., ": . "" ... !\ ,~ . ~ ffl l\I 0;... -. l<\ . ~ ~ .~" r'i ... U It '" I:1J -. ~ "'~, (0 ~ {'I ::... IN \{ ...... 0- \() <:) ~ ~ II) N \'{) 51 ~ ~ r-- ..... 4~~ ~~~~ ~~ I~ ~~~ ~ I r-- ~---'I~ l'-- r-- ....." ~ \/\ ~ r- I'- U ~;;,ll "" "? "" ~ <ll l;i ~ "! ~ <;:,.;,;<;:,,,, "'~ <S ~<S~ l!:i J! (\'-.-" -ll.ll'1 -.. 8\{l~ (0 _ ..... I ~ iii "! <;:> 6\ ~ I'- '! N"",: ~ ~ ~~C\Jl\I'~, ~~~-...: : ~~~-.. ~~ t'- ~<:()~ ~ <t I ~~~Iti ~l<) 'I} 'f\j-I'\ '<i- C ~'~~~ ~~ ~ ~~~ ~ el\ .~Qr~t ~~ ~ ~~t:t - t ~ \l ~ ~ ~ ~ ~ "<:\ ~ ~ :! ~~~.Q ~~ ~ ~~~ ~ ~ -s III Ia.I v C!le t; ~ e... ~ :I ~a: < It <tc~ ......~N~ --.~ ~ 'i;t\.f\~ t-- ~ ~ \.\..~'-l\l.. ~\O ~ ~~~ \!: ~ \( '" <!! ,~ - , ,... . .~ r-.. \!;) , ~ PI &~ n..2 P/47 !\ I I I I. .., .-- ... ", 2~2 """ I """ ~~ 000 "00 I ;;;~~: ~<"><">, ...",..., ....... I ~~.I I I I I I I I I I I I ,4. D /55 I!-Yb,t?AvLlCS ~ ~~-CJ5Z.cJ/~ RwS 1-23-137 SIIr./ ()F= P/48 C /ITcH 8-45/11../5 a,d Alt;TwtJt<K 7 Al/bJIDIi ALV/M!A1){)- :sILY V-zsr: C8#/ 32.7 S"G ';.04 ) :II'!. (z/) (0.33 +O.(P8) "" /4.' CFS Q....u>....-6Y " 17.8 ~J-to , I ::I :: tJ .t;:,,~ &:1~ ", =- Oc./tP.c.e. & tJ.7 AleTwORK <8 AI €nu 1J.e)< 8 Me>> 10"'1 .-41..1/ ,-r;e;4T.>O - S'L Y 12 s r. / / / C.f3 # I , a t;uT '" 3/.8 C::;::5 I 5" ; 0.035) '1:=' ~.:~8 :: 0.7 (el) (?'.33+0."e,/"''''s /1.~ c.f'=-S' qr~I<J-"-Y ; I(,.'J (;.F"$ t?c.~.c.e>. C..,3.$ 2 4J4vr '" 23.':::> ) :5. ""i).01 ) -% " 0.7 (14)(~"H+-0.75) .. 11.0 (J ....;..."J-I3-! ~ /'2. ~ .... ~-1J.75. ae..;t-I't:.~. C. F" 5 C~ 7Z> pM /4<;;;3(P A I/€NIDA I'tLllI'1-/2A"DD - /I1'LY 1-z. 51. c: t3 #' 3 (;(6vr - 2(,,;0 . ~~ '" 0.038 '0" t!).~8 :111 . 6(C1+fJ.c./?;. < 0.7 (21) (~.33+".te.t3) t.. :: /4.P; c:.ps 6?F"tbw-8Y = /1/ c.;::S c.8#4 .5At=, tf' 6ur -=" /':). 'Z. L =-~.O'" ({(&'11' 3 -z: '" .0 II ;; =/.2. h'" /0" fI =- /2. .. 6?LAI'.e..6. :=. :3{?) " '2.7 c.P.5 '> \~.'Z.. o.k. "--- G..o -l:E <CO::: =>fr :z: <C """">:z /-.Q ~ti O...J -l:::> Ou O::...J o~ ru I: Cl 00 U:I: ~~ :E dS...J u~ ~o Uti 0::0::: ; z; III I - o -l d z - . .. . III PLATE 0-2 ... 1\ t\ ." , - r-1't':J ) + fV (\! CS' ~ Ii' Q . - , \J . U \.J t ~ tl ~ <) k" .~,; lrJ \J 1: - ~ 11'<>; f/), lJ) 0 !l IJ 0 h;"..n.::i _ ;l . t: U :ll:... f:" r r r ~ -' ''': \~ "r ./. c a: dO \I) (j <f - r ct ~\ L ,1 tC ,) L " ~" '-' \::; 0 k..J _ ) il 4 ,_', J\ Ul ~ a:: \ ^~ v ~<:,,""G~U '-,b a: "-' - I-""d "2.t> . l\J ~ ~ I[' c-l i" ~ 0 4: -: ,.: ~ It} - - ...--;3...." N' ,_ _ _ -L. J.. i~, """'>-:_ . .. -0 - \J '. ~~~ ~~ ~~ e~ ;~ ~~ .... _ \' <- ,,~ \ ..::. \'C' ~-.. C I W - C" (.; _.5 -), IS'" N r - '--. , _ _ _ _ ,I ,- : . .. -~ ^".... ; Z 0 c~ <.Y ,.l \;.> 'oJ - : ~ -.. - ) 2 - (') \0 "... r- "" \" . 0 8 0 G, $0 0 Ig;O ..J 1-'... \ \.J c; :;: ~"l -" " III CJ.- - - ~ (J - ,. lL -'. " I ... cDI' \" '" - "" 0 Z ~ <f' '" <>\ dJ 0 !2 '\. ~ ..s- ~ ~ '~ ! ti -.):: ....') '.-0 ..j" J .::; I ~ \(\ \(\ " 10 I!\ ',' i -~ '" '}' ;:-{ ~ ~ X'\ ';:;! ! l!: ~ c: t: E 8 8 I:i : D () C <::. '" Q () C ' , '''C:-->"'" .3CJ "...~r: 0- 00 r~ j .0 III '.' .. -".' . ... c- -;- I;' \ ,,-. 1" cO '" ," _~ -' ..:. OJ ... u ~ ~ \~ _ ..o:::j _ - _ G-' _ - CJ",<<:iJl:~ ~ ,-<, - \J:'-.q ~ ......G'-,-> ,,~ ,... r ",,..:. {) .... u o::;-J -- - ,..J .~ U - \ - ~~~ ~ C C ~~ ~ ~~~ m ~ ~ ~~ ~ u GOO 0 () 0 ~ 0 0 Ol .,,0) \ (..l 1:;:- "" _ s: ~.J ~ 2f ..) ~ 0 I -::::r 6' ~... -..... . (' . . . .!: ~.~ \' "" ,J ~ \:'-' 1;'<'\ ~ N . ~~r & ~ -. ~~ ~ . . '. . ~ .' ; <l Ji 2',,, 5? " \f' <l '" '" d51 ~ ~ S t ~ ~ _ ~ - Jl ..- I I I - a" () _- - " <\ ,..r I I III : C1 .-:. \~ ..0.. \~ <0 I:D o ~ Co.-' 1\ Ul ,-<1- -.' \ ' ~ " <l:~ 0: cD ~ () -;;J r/"l za:r<l;- - T <;-> ~0 c.J <i r. I I I . I a:ct<i,;,<r. <i /: <1 <l4<:l. t<< o "'-J. -.J. "\' '_. 't ,j.l r, ~ J n - " J. C' .-, " ~ ..... u ,': z .- 1&1 ~ :;) '~ CJ ~:: \LI " II: " iI. 'J " 7. ~: '-' ;... -, F -:Z r,(\ .;', C <;" to- () Ul .., o a: a. -.:;' ~l' ~ ... , I .1 . . , '-': :<': I >- .0 .., . - o :> u o U .., . ... u . .I: U I I ~ ... I I I I I I I I I , >- '" ~ U l&.I "") o a:: c.. >-- 8 ...J ~ c:, )- '~ ....l ~ ::r. r- <t: a:: - ,f) :::l 0 1.. a ~u.. ~ ~ z rD /-, 0 >- _ -:r U rl-::f!Z C) <[ j l&l o ...J = ....l ::> 0 o U l&l 0: ...J - II: Q <{ . \I- ruO :I: L CO :oJ. o. (,) :J:-:' ~~ ::; ~1LI ~ ~ G CiS ...J (,) ~ \.1 lL. 0 ~" (,)t:( - 0: a:: D <1 ~ ell I - o \'II d z - - ., .s:. III PLATE 0-2 I. .. 1 ' IT' I 100 ~ ~ . , ' . . , " - ' ' c:t < ~ -.J l&.I r: a:: ::: r- 7. ... ,(; ~ W r ~ . ...z ' > 2 " I ..J"-: \I- III I ,.::: z c o - ,. ~ ~. iJ o III ...~ 011I - 4 \I- ~ o ',~'" ., ~. u ,., r. ~ . J! (J -, <:::" ..E ~'") .. . E - · Cl - - '" c <' lIS; (> _ 8' "- ;; 'ii ,.[\ Ill: ~ I o : l&.I :'l" .. . z '" '" ' - a:: ' ~c:t 4 o ~~ --.I' , I I ~~~ \TIC i'.ii !D'" I I I I .1 1 · I , I I Iil. I , ~I I I . I ,.. ,.. .0 .0 ... - - ... a _ - oX :::I U ~ . o .s:. U U I--J.. I ...;._L._ j ! 1-"- I. I I I I I I I I I I I I I I I I j , ., i .~f ~ 'pT,SI- : _ _. . _ _ . ~ 1 .:. ; i . ;. I. .rr=l JNE.STE' Bi.RU.DIN &'. S,lONE.~-i. J---L-J'-ffJ !~._.._---l _, :~~~=Jp~NJs~-J-.J::iij.! I --.J__!: DATE _.L_I I I ! i Iii .I : . 1 ,i i . I JDBNO . i j i, 1 CATc.H \?C\s,J t?SICi '1 1. .. By1 ,^^~I-;:;:'K-:---I- ',- Nt:'I0'iex NO. I \ ! I .! I ~n-t~~j,;+1 +--1 OF 1-'3i-+ . .. ...'_.j. , n~~"_~ _~__1_..j:__..LnJ____L..j I I F : : i il i . R1C.E.l11 .' ..1__ L~-.-L.l-Ll--~ ---L-H-' j !.. _t. .J _ i__; -JI.'--'1 ._JI__'~+ . . ~.. ' . L___ ,.-..: . .L .----J .<: -; n......i . ! ! i I _j <".i I . .-Y.,:._..-,:.::j..~!~., ,.___.:____..'_CL_ ~ i : -; ..-!i-II -.! _~JI..J , I Ii. I ,---' j ..-l '_j__.i ..-T--1=+----'- , , i I . I I :-1. ~_j___ :..J .u ;____-'-__L_L__.--L . .~ .__..._[._._.: .:.... ..:L_~.~._~l__l~L.+I.._...l~l' . . I ' ., 1 ' I I' j . .., I I' I. , i I ': ;: I CP/L ~ O.4S i ex '~ r;:-14-1--'--T-! :" ",ct-T-j\ '-"I--I'-J --I- '.' ,"" , . . i i . . . ~ ;J,c);&...;rT-~r-T-TI1:ZC"JLO~- . Qf) .j... .,LC-'<'-';---I-:'-Ti-l I I I ......:~r-l-.i-.-!J n}=t=1= !iii/IIM '.Ll...l~..-\..~. =rl- i f . ~ -- -_! -" -- ~ --- j j -~---j . . , id" J I ~ c 6'0~_._~_-~~J=-t~tf-'l3_t!T L"- ." 4:0, (4~ /t 0."''3. + 0 .T3; Vz . ',' _:..__l__;.__~ .c_! -J--.-LJ+ ,,:III:iJ# . -'i'T'ir-ri~TTI I .! - l i -! I , 1 -l ' - T T'rl~l-I-T I~i I . ! I ! : I 1 '--:'-Z~~. h"-;-]--r I i I I ': ....-;.-f0T"-~.'.~~--t..T.: 1 ~ _ I .!._ ill 1 . I ! .. po-roT -r':~TfC-i.D - t?,-i ... .. - ._\~--,--- '-i--'-+-~I ; i' !! I .- nO. .. . ...- . "1--" I I ___._ _.... __.l....L.J_ ! !! I , ---, ~- - --i---'~-I---- S ~ O.CD?:) .... ":h_~ ~ ..~~.~.~.i ~ ~iJ l,-- ,.4S(I",S)/I( - . 'A)''3/2 . , " \ I I . o,"~;P.e.l ..:=. Z\ 1 . I . .. '1..ntLJT~. c-C) --- --; --; -- - i !-i \- - i Z(3 "___J 0, S0 --7--+-'-,- I (fS _ _J. ..j.1j . Cf~:7__' .C:.Lol.lL:-JI '- ::. , I J" c."3. 1'.16. \ Q -=- 0~'. L\ CC':::' I - .~ !,i~ C;:~"\" A~."'-;;+ '60\\/'h ~.;&/2 .-1 . JSE lp::C1.!':>' Of' /Q '" O.Y-l r 0..., L.-. ,~. , I r' ;....,0. L- n Iin (.\:' t\ ? ere... -- {/,,. )(.{.J J:'[.. r , . , c, ,~ i_.~ /. /l -;: C,,':~ ....; Qr/Q ~ r' i_) G";",: i~ , . . c:."Q, . t-J o. ., ;;) p, ,. ;' :. ~-. \ '6.9> c.F''S . I U7t? Cp ~ 14 Cp /Q ~ 0.[,'1 L-r;/L:: O. &(p Of 0 1'),'0 ~ ..:. m ._-~-_.-+-- ~- ',-- n_-t__n ~_.-- j I: I;:; - : . . I' ~I" 1 I I : I. ill' I . i : \--+ .. f = jNESTE,BRUDIN & STONE '~--"--I-j--j.-+",...-j." I :mcolll'OKATmI i I I I!. i I I I I I --'. " - ,ENGINEERS "PLANNERS -t--L....:_~ I-I'-t-.-t~--t- II: I I I . i 1'1' I I I ' I: 1 I I I 1 t.. . .' ~ ii' ,'; j ,--t-- .m,m.! : : 'rCA-rci-\i Ol-\:SIN OC1'SI(',N. ' I : : ,! . I I " : i i : I l ; . I : ri-'NET"liJOC1LtJo.. II I ' 'I ; , i, ,; i i . 1 i : I -- !-- I D~ i--~/tb'G -! p:15~- I 1 I ii, I JOB NO,' . :rG;Ui1?'S:ZV,T~ I-M!/l \ \ ! i BY _:J CHKoD - . '1~,;-J~-+2.:!- 10-;,' :3 ~ __J. ___J _~__L_~l__ _ : i i i I ! . I . ' R.C.E. Ii ___ _ __ _h_. , I~ I I t I I I I I I I I I I I I ! : \ --i-~"- ---~-,- --, ----;:.------ ... ---- , , ! _2~J , ---r --1---:- . : ,'';'--'-'' ..--1-. " j c. ~ :,tJo._A .;.._:-: _.s{)~2: _.W~{JIT16N ~ ! ( ; 1 --!.--:.--t {---T--T- 0".. :Jl:JfF~-J~' -~.--i h.t..t-t-:.., ! '! I ! . i h =>. 'co: ___.8 :"':. I.J-' -' 1 I Q/L' = . ;" - _m:_~ --~-_.-!:--- ..----.---" --+ ,.- i u" , '-' Q /0/<... ! : i' I -:- L ~~'{---;." .~;.._/.._._(_~..n_:.___.(..,..__! --~-t.~-~i----'-~" '--"i.' .' j , ~ I'':. \~.~']J' ! ..- - -~----~.- '- - _ ? I 1/.___, "V7.Ti -. , I I ! I I - " --'r --'I n__;__. -:----1. I , , i I .~__._L~. _~ '_~__~_-----j_'_ i I j ! . \ i I i \ ...-.--\--.----'------,.---... -..,-.. I Ii' 'J: _ ,_J_~~.,!_~_____~,.__._~-__..,.. . ( ~ I 1 _J.. j __i I . . , "j . 1 I 1 I ' -3;1) _ L-1r:r?<:I'~_j~ P~(..c,._L Ii! i I l.__.__!...--.!....___'.___.._._. ... - , !! ! ..__._.J_._._~__... ! _ _...J... .. n___~ .~._ ". ',~:::i A.~()c' , . ..J. ~~ r"'_~.r~.. L_l.._-_ _ _. J__._~ _.___L _J i .__.:-..,-;. c.,Q:" }4o~ S Q ==- I ~ . "S CF'S S=..o.Oc... cloo D..~_' (oo \;43 (i,?<5)0' I -n ", A, ...."/'1. , d:),~3 ;-O."t'<') . . - --'-------- ..- ... . . -1- - , , '29..' 0s~ L' ~ I' . p. ,... 'L-p<<-'~c.O.Z4- ' [;< = () 0.1"2.. Qj"/Qoo 0,3(,:> Qp": 4.') crs 6.0 crt.. r- (OD):' \~' C. B. t-Jo. 10 a. -=- Il<:..o Q=S I.A-o,(j\;:O') /{ "'~ -~n,31;:. / lo.z,+O._,( I r - oo~c "'::::> - D. ~.;,) d= 0,. B_?:: l:::. \0.1J USE:. Lp=ll l ... . '/C -=- C .1;"7 {,/. -- .ll J 0.40 Qp/a = 0.<51 I i . ~ '"'>:.- .' n. lU( f 0 ,::>. .-' .. J'.I.f:I"":'I? 'lL.'CLC.-:..i';j , i , ''''---'---1' '-,-- '___.~._~~.~ ~ i ; --.. (..... ' ...---,--- !i ..~~l =J+~ ~I ~O"" . 1 I + 1-1.1- . +IU - -'-,_ _.J,.! ;ENGINEERS.t~N~T-j--'~"'TJ~-!-j JOB NO. ;J I . ,'" ; l t\"ru.\ P.:,/\SIN 'OI2<:'.i>lr'N I, j...AlI-C.... --... I BY ~ ~ CH~D . ..... ... , ... ... '):.\=--1' Jd-7 ,.In \.! . i j .." In-j -~? +-.+-..1-8: -1-, I..,..J:.-_,.. "---','- m':.~ t "":i 'm~'+' ,i-no, u ;n....L.lBHEIET -l ~! I-=-~J....J.-J.- '," . ... .n! .. i i I.. I., I. .R:C,..1 ...! 1 ...1 . I-::~:,--f c. l3. No,7SuMP CDNP\T10J;:j~.J-+'1-! I , . ! __n..,T~r_ -1 I 1 I Q",- ' , ! I I~'r --;_,..n"<_' ........ _ \B....'V c.r:S..__. .--'--_... ...._-:-......J __I I I I: ' i ! I I I I I I lie; \.0' f-\ 0 \.1..' QIL..L . j~~~ ~ " i i j--t.----j------ I ; (:~_T.T J-=- 1'-i'=1 -1 I fQ /(:)< : :' I I \ _"'-_._._ \...,/ .,"<..' I I . . _..+-,.-.~--- -..~--.,-nr.-.I~1 - I ! _ , ,~i I~ I.. ,.f ,'" 'J0S 'JJ = .C7 t .~'-F.~=tJ-b-:= I ..... c.~ NO b c.;uMe;;'jo,~~~Ti.+l++r. I . . ......---'1 , i I ! . , , I r. ','-,,, '-~." '1,- i, LC :. '}.,. AC.'~":-:. ',- \ .. '>r ~ _ . I ) I t , ..m ".__.,. . "'---'__-+_+_ . I h ,0 t.\ >.1 We - ,~.~..L:.d::HJ-1 : (_. . . " "_, _L.~II..~-.J,-..~-LL.I--I. ~ l ~ "/ G /. I I I . / .' L . -: ..'n: : ~::. t= _)j~!-tu- I~ '. -- O. C) rT ,.)SC ld,:.4 ' . om ':( M!.~ .~:~u2...:ID- I..J' i I ; , ' : , __ __ _J___~~_L_l ! I I I I ',",- ;-;'''-i-l-r-+ I . : ~ i (" I I L ,. .~~rj:J3t~+ _n ...;.. ..L___,L_._.J_J I : 'I'.iii~ I'..' H"'_';_"__I:__-'__':'_++ .___.:____.___~ __L_.-l.~J_ ili '1'" . H', -~'~-l___-i_~~:-~~( , ' , '; I \ I; 1 I . ~i~~..::~=:~n~j~~T r~J }- ", 1"=0 IJ_m+~un..._~ -!-i-~ .~, . I' , . t~. _.~-- ----'.--...- - ,--_._~._-----,~---- . I; 'n;/e"sr. , , "'0 :::0 o c.. fI'I o .... J>::o:u o ~.(') ~ 0'" u"i Z (') 0\ > rg:>> L3: en 1"'1 ~ :..i -; 4lI; t; :I: (') ,Q,OC '0 r ..,.. --. (") =< >0 ... r ::0 :D tJ.'\ (") a "'~C::r .cora C:8~G4 '" '> '-1-< z ;>- _ no.,.. -: "1 Z ::::... l. > - z ~8 J ~c:: , ~ ::0> ~ - 3: r r. en =r .. - - z p I, o - It- en ::r . . - .. J ) 11t s::) 6' 0 ~ ~ s;'......~ ; O:--,-=--h" --l ''n l>x> t'l <) F;? '::-I "l1, ~ ':/ ;:!. ~ " :;) ;:) --., \ 11 :::0 Z ) FP" -- ~ r-t C' \,;: r- "\ N U C \I ", ) , "c __ II ,I II '--' ....~ r 1> " ,,, "'" h. "1 1:-' "" n ;> l> G) >,-,,~~~~ .So I?.J\~::-, -;0 r;,.:t";, G ITI . _' (I + .:' en I'~ :,1 + So.:' ('1 _~0 ~ v~ ~~ ~ ~ . _ 'J v (. '-' ~. ..~) _.,.....;. c ~ J _ ~, ~ '-I " ~" , > -Ul .:1 -1 -< -I ()~ r- ..... -1 -1...;- ...J -\ -\ -\ ~. ~ 0 :.'\ I' II' ~- ,1 11 '1 J r-~ .. " .\' ,....", -0 = :"-!' \\ ,\:) ;::' ...r _-, - "-" ., \) : .. - w _. _ _'. , - ./f-- '" '-:>.J ::i ',,- .i>' v~ -9 .(:> ;, ') r;:: (f> ~. !I III 00. 'T _ .:...J~../ '>-; .. ~ 0 Si 0 J1 f>- + G> ~ 1-;- ,'~!" 0:- a. , --' CP v" J::,. ,:-' - J> , 0,,-, ..... " ~ \:i (\. v- " 1-. r-' ~.,. ...9 -' _. \' ; ,:.; r;:-' (';". . ~ Il" II ~ ..--.. ,1'\ \\ '. · ,: \~ \Y ~\ol ~ ~ ~' "' J~ "'\ t~ ~ i' '" 0 P...!:i ~ ?~ 1:> ,:.. 1m 1'-' ......- :> _ - ~ ~ fv ir ~ \1 'I'"' " ~,J' m I n .r .::.J """ J I';;:" ;!.. " . 1C'l _ . .:s:, ~ ... p ~ ~ ~.c .'l (P ~ ~ C'lPl -J &" J'\." .\'> .:0 \5) Ul .c Q ~ a en ~ ~ ~ 6 ~ ~ I~ ~ ~ D, n en ~ ~ ~ E ~ n ~- r, ~ C\ () ~ v ~ Z .J -.J '""i \... j v~ ;:" .;: c C? ::>. N'" ..5) '3. 0 :-4 r- o _ 0 ~ I ~ . .' ~ ~ ~ ~~ -.J :J> c", ~ P- ~ I"l . 0\() "...J .:..>:c,. ~ , ' (\l \Jl :-l ;-J ;;; !' ~ U\l\:>D:> r.,' -' w ~ 0 ~ti}~}~ ;: \\,.11c't\. lI.'Il ~h. 3: CI}.....-ll,. "W U\N X> ~~~ r...r.-..~;:- ':::0 ~J>,;tL ~,A I>.. ~ '" ,. k"- _ 0- II.. II- ,. ~ ... '-' 1__ V \:.. ~ '- ~ VI '-' '-- .p51d i ; , . n n 7 Cl . - " " ... :. . D ... - . ... .,. .,. <c <c . . I I I :>- .:,> : 1\)\ ,. I I I I o I I I ...... ~ ., C'" ;;:a~~ o I~ I 0' I I 1--, I , I ! - I I-~ I-L- -,.--- I". ~~~~, ,m ,.;'- 1,,-:,,- I__~- - f I'~~~ i I , I I ~'~.-=- '1,.- .- I I I I 1- , '1 JG , I I ' '-Rl-5 -' .-,. . j.-- j., ,. i,: ,i j '. ; I I -'~, = ,I"E~TE,.' ~RU, DIN &ST,ONE-1 !j-j',-"i', ' -j--rJ JNCOl1OlATFD I ill I . I i I LJ - -ENGINEERS -',PLANNERS --;--;-, ,-,- - I I I _~._L _ f 1 _ i _ . _i I !. 1 :! :! 1 I: ! IJOBINO.. , " , . 'V.-GMA lUL'S -- NE.TtVoel2 I I 1 'B';" -: tj-c'- H~:' , ,., -~-~-~'-;'- ~-+- '- .Lul_+i.-~'1~t1-fi-i;-f1~t I .. ~_,t <" !' : I _'0 _ ~;c::~. .- iJ_.J 1 , : ii, J \ ! I ~-i--rl J" i I , . .'... _ l_~L ~ --J-~L-L-- . _,__:_._~__!. ! I ]1 i : I i.: j. LJ . - I 1-1- , . I .' :'. u .. L.~._+_~_~__~_~ if:' Ir..".T7/H~ AC.;:-/~ i:" I-I.. C (l~/.., i.-JANTL'-f PU'uJr!:,p_1?C.Opa.....L ./ _ . _+ _ _ _ __ I , ._:' _ I I j A. I . I I _~_.,_._ . ., U"J!';' L);JOc. 0_,",'-01-'",.1).; l?=c.__cc'/.~~{~. _r:'(:).f~~'\T-001,^,^I,'J c, I -r- I:,: I I I I I L-. -TL; 1\,""... '^''''' .: ..: ~-l J JJ-11-1 ' . ~ - '-~--~ j .~~l i~-[ T =--- .' ( A- ~"\9'f\"'" .. .L-I...jJ-irf. :~ , i ! i i I I I , , . ; ; -.1 , .~--!~-1'~--~-- .__ _..;__j__..J.__i __ .i._~_ ~'-'-1:'~~-j._-j- J=+~:t, tJ, , i I I i 1\ ! I J --j-j-TT1-I-r-r - -1. __.~____~-l~___J.... ! ii' 1'1 I I , , ! I . I . 1 ' -- !'--l-i-r-r-TT .. -T'-r-I'-TTll'lI ..,_~r~; j"---tI=L.l i' : , , , I I , ' I . I I l ' ,... .....:.._..;--.!..__.L-I_:.......J--L 1 ! j Ii. i i ! : I ! i : : -Cc .' I?;,G)MIIJ;=LT C=~=J C , : , I ' -- ..._~-_. __i. .~..-,,--:___~_j__. . i 1. I, ! I c.. "" O...f2.B.,. ._LB_::riei "!2' , Ii, I ' _,_____-<-__...J.~__. -1__'_ ! I ' . ._--;---_.~-_._,------.--'--;-;----. , , ii i I i .. .__.. ...~___Jj~u~.i '-1 1 ! ; \ I l u -,~--,u____-i-ni--~-+jjill -~ - - --;- ~- ---:-t-I \- l'i V] - -, T-!._.-t-:h-I~- __~___ '__J__~.J,.__L___..;__.J~~:' , ..i OAT' 'trJIT/Cl L (Ai~) ACre.p. , . f:::, ~" 1&.0" L :: 0"50 I , /,;;<1 :: .....:;- /31 { I~ lTI 1\, L. {-"teA .6 k:: tp2... 4 0 L" 10001 :: ~?n COMM ,,:.r_n 1\ 1_. (l (/..f. ,j\ \(..::.- \l?"3 Mid tNITlAL ( Po -7...\) A(2.;",A o . 61-\:: /' ,\ I -:. :.-.~ I L:: ~O 'L COt-I,'v':. L_' ./.'.,,--- i'([-::r AQf:f--~ a" l ~ '2 ,'10 1~0'rL A= 4'\AC- CIA /" - ~'\.;.)"- 10,-) Ci-="0 I... P15{., , ***************************************************~************************ I PRESSURE F' I PE -FLOW HYDRAULI CS CO~1PUTER PROGRAr1 PACKAGE (Reference :LACFD, LACRD, f" OCH1A HYDRAULICS CRITERION) ..~************************************************************************** ~<.<.<.<.<.<.<.<.<.<.<.<.<.<.<.<.<.<.<.<.<.<<.<<.<.<.<.<<<<<.<<<<<.>>>>>>>>>>>>>>>>>>>>>>>>)))))>))>>>>)> I I <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>,$>>>>>>>>>>>>>>>>>>> (C) Copy,-ight 1982,1986 Advanced Engineering Softwa,-e [AESJ Especially prepa,-ed fe,r: i NESTE, BRUDIN & STONE, INC. I I.*..******DESCRIPTION OF RESULTS......._.....*...............*._**_.*.__.*-* - * AD 155 ~8E;A1l * 1* R66052016 10/15/86 RWS - * - **************************************************************************** ~.****.**..***.**.*******.~****~*.****.**..***.*..****..................*.*.. NOTE: STEADY FLOW HYDRAULIC HEAD-LOSS COMPUTATIONS BASED ON THE MOST CONSERVATIVE FORMULAE FROM THE CURRENT LACRD,LACFCD, AND OCEMA DESIGN MANUALS. I I 15.80 112.90 DOWNSTREAM PRESSURE PIPE FLOW CONTROL DATA: NODE NUMBER = 1.00 FLOWLINE ELEVATION - PIPE DIAMETER(INCH) = 54.~), PIPE FLOWICFS) = ASSUMED DOWNSTREAM CONTROL HGL = 23.460 JJ==~;;~=====7:~;=:=~~~:=:===~;:::~:7~~~:=:===~::~:;:7~:;~:7~~:=:===7;:;;~:=== I <. <. <. <. <. <. <. <. <. <. <. <. <. < <. <. <. <. <. <. <. <. <. <. <. <. <.< <. <. <. <. <. <. <. <. <. <>> > >.> > > > > >) > > > > > > > > > > > > > > > > > > > > > > > > > > > I Advanced Engineering Software [AES] SERIAC No. 106111 VER. 2.3C RELEASE DATE: 2/21/86 I <.<.<.<.<.<.<.<.<.<.<.<.<<.<.<.<.<.<.<<.<.<.<.<.<.<<<.<<<.<.<<.<<.<>>>>>>>>>>>>>>>>>>>>?>>>>>>>>>>>>>>>>> ,I - ==~=================~======~================================================ J I I PRESSURE FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 1 I --~~:~~~~~-~~~~-----~~~~-----~=:~~~~~~-:----~~~~~--------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCD): PIPE FLOW = 112.90 CFS. PIPE DIAMETER = 54.00 INCHES PIPE LENGTH = 33.41 FEET , ~1ANNINGS N = .01300, SF=IQ/K)..2 = (( 112.90)/1 1966.489))..2 = .0032961 HF=L*SF = 1 33.41).1 .0032961) = .110 NODE 2.00 : HGL= <. 23.570>;EGL= <. 24.353>;FLOWLINE= <. 16.670> a,~ . (========================================================================== PRESSURE FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 I,S CODE = 3 ' UPSTREAM NODE 3.00 ELEVATION = 18.42 PIS7 -------~------~-------------------------------------------------------------- I' CALCULATE PRESSURE FLOW P IPE-:-BEND LOSSES (oCE~lA) : . ~ PIPE FLOW = . 112.90 CFS PIPE DIAMETER = 54.00 INCHES CENTRAL ANGLE = 42.700 DEGREES IPIPE LENGTH = 67.07 FEET MANNINGS N = .01300 PRESSURE FLOW AREA = 15.904 SQUARE FEET FLOW VELOCITY = 7.10 FEET PER SECOND VELOCITY HEAD = .782 BEND COEFFICIENTCKB) = .1722 I. HB=KB* ( VELOC ITY HEAD) = . 172 HH .782) = . 135 PIPE CONVEYANCE FACTOR = 1966.489 FRICTION SLOPE(SF) = FRICTION LOSSES. = L"SF = ( 67.07)*( .(032961) = .221 INODE 3.00 : HGL= < 23.926>;EGL= < 24.708>;FLOWLINE= < .0032961 18.,,20> Ir;.~~;;~~~=;~;~=;~;~~;;=;;;~=~;;~=====;~~~=~;=~;;~=====:~~~=~~=~~~~=:==7==== UPSTREAM:NODE 4.00 ELEVATION = 19.14 I--~~~~~~~~~-~~~~~~~~-~~~~-~~~~~~~~-~~~~~~~~~~~~~~~-------------------------- PIPE FLOW = 112.90 CFS PIPE DIAMETER = 54.00 INCHES PIPE LENGTH = 27.39 FEET MANNINGS N = .01300 I SF=(Q/K)..,*2 = .(( 112.90)/( 1966.,,89))**2 = .0032961 HF=L*SF ~ ( 27.39)*( .0032961) = .090 NODE 4.00 : HGL= < 24.016>;EGL= < 24.799>;FLOWLINE= < 19.140> ~b========================================================================== I I I I I I I Jl=========================================================================== .' PRESSURE pLOW PROCESS FROM NODE 5.00 TO NODE 6.00 IS CODE = 1 ~ I . PRESSURE FLOW PROCESS FROM NODE 4.00 TO NODE 5.00 IS CODE = 5 lUPSTREAM NODE. 5.00 'ELEVATI ON = 19. 14 . . , --------------;---- --:--~------'----------------------------------------------- CALCULATE PRESSUF,E FLOW JUNCTI ON LOSSES, NO. DISCHARGE DIAMETER AREA VELOCITY 1 110.4 54.00 15.904 6.941 2 112.9 54.00 15.904 7.099 3 .2.5. 18.00 1.767 1.415 4 .0 .00 ~OOO .000 5 .O===Q5 EQUALS BASIN INPUT=== DELTA .000 HV .748 .782 90.000 ..000 LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE DY=(Q2*V2-Ql*Vl*COS(DELTAl)-Q3*V3*COS(DELTA3)- Q4*V4*COS(DELTA4))/((Al+A2)*16.1) USED: UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .00315 DOWNSTREAM FRICTION SLOPE = .00330 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00322 JUNCTION LENGTH(FEET) =1.50 FRICTION LOSS = .005 ENTRANCE LOSSES = .000 MANHOLE LOSSES GREATER THAN THOMPSON MOMENTUM LOSSES MOMENTUM LOSSES = .034 MANHOLE LOSSES = .039 JUNCTION LOSSES = DY+HVI-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = .069+ .748- .782+( .005)+( .000) = NODE 5.00 : HGL= < 24.094>;EGL= < 24.843>;FLOWLINE= < .044 19.140> UPSTREAM NODE 6.00' ELEVATION = 20.33 . . Il---------~---~-------------~----------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): 'P 158 PIPE FLOW = 110.40 CFS PIPE DIAMETER = 54.00 INCHES I PIPE LENGTH = 46.00 FEET MANNINGS N = .01300 . SF=(G;!/K)**2 = (( 110.40)/( 1966.489) )**2 = .0031518 HF=L*SF = ( 46.(0)*1 .(031518) = .145 II.-~~~=-----~~~~-~-~~=:_~---=~~=~~~:=~=:_~---=~~~~~~:~=~~=~~=:-~--~=~~~~~~--~ PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = .59 I NODE 6.00 : HGL= < 24.830> ; EGL= < 25.578>; FLOWL I NE=/ < 20.330> It=;.;~~~~;~=~~~~=;.;~~~~~=~;~~=~~;~=====~~~~=~~=~~~~=====~~6~=~~=~~~~=:==~==== UPSTREAM NODE 6.00 ELEVATION = 20.33 I . r--------------------------------------------------------------~~----------- CALCULATE PRESSURE FLOW ANGLE-POINT LOSSES(LACRD): PIPE FLOW = 110.40 CFS PIPE DIAMETER = 54.00 INCHES . PIPE ANGLE POINT DELTA = 1.44 DEGREES ,. PRESSURE FLOW ANGLE -PO I NT COEFF I C I ENT KA = .0063 PRESSURE FLOW VELOCITY = 6.94 FEET/SEC. VELOCITY HEAD = .748 I HAPT=KA*(VELOCITY HEAD) = 1 .(063)*( .748) = .005 . NODE 6.00 : HGL= < 24.835>;EGL= < 25.583>;FLOWLINE=, 20.330> ~=========================================================================== PRESSURE FLOW PROCESS FROM NODE 6.00 TO NODE 7.00 IS CODE = 1 UPSTREAM NODE 7.00 ELEVATION = 20.35 I .-------------------------------------------------------------------------- t I ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I I I I Ii I I CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCD): PIPE FLOW = 110.40 CFS PIPE DIAMETER = 54.00 INCHES PIPE LENGTH = 31.67 FEET MANNINGS N = .01300 SF=(Q/f<l**2 = (( 110.40)/( 1966.489) )**2 = .0031518 HF=L*SF = ( 31.67)*1 .(031518) = .100 NODE 7.00 : HGL= < 24.935>;EGL= < 25.683>;FLOWLINE= < 20.350> PRESSURE FLOW PROCESS FROM NODE 7.00 TO NODE UPSTREAM NODE 8.00 ELEVATION = 20.37 8.00 IS CODE = 5 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY 1 87.4 54.00 15.904 5.495 2 110.4 54.00 15.904 6.941 3 15.2 24.00 3.142 4.838 4 7.8 18.00 1.767 4.414 5 .0===Q5 EQUALS BASIN INPUT=== DELTA .000 HV .469 .748 90.000 90.000 LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE DY=IQ2*V2-Ql*Vl*COSIDELTA1)-Q3*V3*COSIDELTA3)- Q4*V4*COSIDELTA4))/IIA1+A2)*16.1) USED:' UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .00198 DOWNSTREAM FRICTION SLOPE = .00315 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00256 \r;!J I JUNCTI ON ENTRANCE JUNCTI ON JUNCTION I NODE LENGTHIFEET) = LOSSES = .000 LOSSES = DY+HV1-HV2+IFRICTION LOSS)+IENTRANCE LOSSES) LOSSES = .559+ .469- .748+( .(10)+( .(00) = .290 8.00 : HGL= < 25.503:>;EGL= < 25.972:>;FLOWLINE= < 20.370:> 4.00 FRICTION LOSS '= .010 PI '5':> I=;';~~~~;~=~~~~=;;~~~~~=~;~~=~~~~=====~~~~=~~=~~~~'=====;~~~=7~=~~~~=:==~==== UPSTREAM NODE 9.00 ELEVATION = 20.61 I-~~~~~~~~~~-~~~;;~~~-;~~~-;~~~~~;~-~~;;~;~~~~;~~~~-------------------------- PIPE FLOW = 87.40 CFS PIPE DIAMETER = 54.00 INCHES PIPE LENGTH = 108.00 FEET MANNINGS N = '.01300 I SF=IQ/K)**2 - I( 87.401/( 1966.489))**2 = .0019753 HF=L*SF = ( 108.001*1 .~)19753) = .213 NODE 9.00 : HGL- < 25.717:>;EGL= < 26.186>;FLOI;JLINE= < 20.610:> II===================-=======================~=============================== I I III . , =;;~;;~~~=~:;~=;~~;~;;=~~~~=~;;~====~~~~~=~;=~;;~====~~:~~=I;=;~;~=:==7==== I UPSTREAM NODE 92.00 ELEVAT I ON = 21 .25 .; -~~~~~~~~~-~~~~~~~~-;~~~-;~~~~~;~-~~;;~;~~~~;~~~~-------------------------- PIPE FLOW = 87.40 CFS PIPE DIAMETER = 54.00 INCHES I PIPE LENGTH = 281.67 FEET MANNINGS N = .01300 SF=(Q/K)**2 = II 87.40)/( 1966.489))**2 = .0019753 HF=L*SF = I 281.67)*( .(019753) = .556 II NODE 92.00: HGL= < 26.297:>;EGL= < 26.765:>;FLOWLINE= < PRESSURE FLOW PROCESS FROM NODE 9.00 TO NODE 91.00 IS CODE = 2 I UPSTREAM NODE "91.00 ELEVATION = 20.62 . . -----------------------------------------------------------~--------------- CALCULA TE PRESSUF~E FLOW ~jANHOLE LOSSES I LACFCD) : PIPE FLOW = 87.40 CFS PIPE DIAMETER = 54.00 INCHES PRESSURE FLOW AREA = 15.904 SQUARE FEET FLOW VELOCITY = 5.50 FEET PER SECOND VELOCITY HEAD = .469 HMN = .05*IVELOCITY HEAD) = .05*( .469)- NODE 91.00: HGL== < 25.740>;EGL='( .023 26.209:>;FLOWLINE= < 20.620:> 21.250:> 1r=;;~;;~;~=~:~:=;.~~~~~~=;;~~=~~~~=-==;~~~~=~~=~~~~====7~~~~=~~-~~~~=:==;==== UPSTREAM NODE 10.00 ELEVATION = 21.77 I--~~~~~~~~~-~~~~~~~~-;~;~-~~~~~~~~;~-~;~~~~~~~~;~;~~------------------------ PRESSURE F I FE FLOl~ I CFS) = 87.40 UPSTREAM DIAMETERIINCH) = 48.00 DOWNSTREAM DIAMETERIINCH) =.54.00 I TRANSITION STRUCTURE LENGTHIFEET) = 4.67 UPSTREAM MANNINGS N = ..0130 DOWNSTREAM MANNINGS N = .0130 TOTAL-ANGLE-OF-TRANSITION(DEGREES) = 5.700 I UPSTREAM VELOCITY(FPS) = 6.955 UPSTREAM VELOCITY HEAD - .751 DOWNSTREAM VELOCITYIFPS) = 5.495 DOWNSTREAM VELOCITY HEAD = .469 HT = .2*IV1*Vl-V2*V2)/64.4 TRANSITION LOSS COEFFICIENT = .2000 I TRANSITION LOSS = .056 UPSTREAM FRICTION SLOPE = .00370 DOWNSTREAM FRICTION SLOPE = .00198 I tCl I AVERAGE TRANSITION STRUCTURE FRICTION SLOPE ASSUMED = HF =,L*SF = .013 TOTAL LOSSES = (HT)+(HF) = ( .056)+( NODE 10.00: HGL= < 26.084:>;EGL= < I .00284 .(13) 26.835:>;FLOWLINE= ~ P)~D 21.770:> ~========================================================================== I PRES'SURE FLOW F'ROCESS FROM NODE 10.00 TO NODE UPSTREAM NODE 11.00 ELEVATION = 23.52 11.00 IS CODE = 1 ---------------------------------------------------------------------------- I I I I I I I I I ~=====================================================~===================== PRESSURE FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 5 Ir UPSTREAM NODE 12.00' ELEVATION = 24.04 -~~~~~~~~~-~~~;;~;~-;~;~-;~~~~~;~-~;;;~~~--------- --- -------------------- NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 h6.9 42.00 9.621 6.953 .000 .751 2; 87.4 48.00 12.566 6.955 .751 3 7.8 24.00 3.142 2.483 53.000 ~,2,ozS4 - 4 12.7 30.00 4.909 2.587 63.000 ~Z,7",bl - 5 .0===Q5 EQUALS BASIN INPUT=== CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 87.40 CFS PIPE DIAMETER = 48.00 INCHES PIPE LENGTH = 495.34 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (I 87.40)/1 1436.431))**2 = .0037021 HF=L*SF = ( 495.34)*( .0(37021) = 1.834 NODE 11.00: HGL= < 27.918:>;EGL= < 28.669:>;FLOWLINE= ", . !f 23.520:> LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE DY=(Q2*V2-Ql*Vl*COSIDELTA1)-Q3*V3*COSIDELTA3)- Q4*V't*COS <DEL TA4) )'/ I I Al+A2) *16.1 ) USED: UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAi1 FR I CTI ON SLOF'E = .00442 DOWNSTREAM FRICTION SLOPE = .00370 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00406 JUNCTION,LENGTHIFEET) = 4.00 FRICTION LOSS = .016 ENTRANCE LOSSES = .000 JUNCTIQNLOSSES = DY+HV1-HV2+IFRICTION LOSS)+IENTRANCE LOSSES) JUNCTION LOSSES = .325+ .751- .751+( .(16)+1 .(00) = .341 NODE 12.00: HGL= < 28.259:>;EGL= < 29.010:>;FLOWLINE= ~ 24.040:> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I I PRESSURE FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 1 I__~~:~~:~~-~~~=-----~~~~~_._--- ===~~~~~~-:----=~~~~--------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOl.J = 66.90 CFS PIPE DIAMETER = 42.00 INCHES PIPE LENGTH = 258.67 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (I 66.90)/( 1006.096))**2 = .0044215 HF=~*SF = ( 258.67)*( .0044215) = 1.144 NODE 13.00: HGL= < 29.403>;EGL= < 30.154:>;FLOWLINE= < 24.900:> 1============================================================================ PRESSURE FLOW PROCESS FROM NODE 13.00 TO NODE 131.00 IS CODE = 1 UPSTREAM NODE 131.00 ELEVATION = 29.92 I \oz.... 1-------------------------------------------------------------~-------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): F', I PE FLOW = 66.90 CFS PIPE D I AI'1ETER = 42.00 INCHES P ~(o I PIPE LENGTH = 143.14 FEET MANNINGS N = .01300 I SF=(Q/K)**2 = (( 66.90)/( 1006.096))**2 = .0044215 I', HF=L*SF' = ( 143.14)*< .(044215) = .633 NODE 131.00: HGL= < 30.036>;EGL= < 30.787>;FLOWLINE= <" 29.920> I II-~;~;~~~~-~~~~-~;;~~~~~~~-~;~~-~~-~~;~;~-~~~-~~~-~~~----------------------- LOST PRESSURE HEAD USING SOFFIT CONTROL = 3.38 I NODE 131.00: HGL= < 33.420>;EGL= < 34.171>;FLOWLINE= < 29.920> ============================================================================ 141.00 IS CODE = 5 I PRESSURE FLOW PROCESS FRDt1 NODE 131 .00 TO NODE UPSTREAM NODE 141.00 ELEVATION = 31.62 ---------------------------------------------------------------------------- il I I I I I' CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY 1 35.8 24.00 3.142 11.395 2 66.9 42.00 9.621 6.953 3 4.1 18,00 1.767 2.320 4 27.0 30aOO 4.909 5.500 5 .0===Q5 EQUALS BASIN INPUT=== DELTA .000 HV 2.016 .751 50.330', ~ :,S~" 92-;-Bt)() 7:: A.,'~ 7 - LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE DY=IQ2*V2-Ql*Vl*COSlDELTA1)-Q3*V3*COSlDELTA3)- Q4*V4*COS(DELTA4))/((Al+A2)*16.1) USED: UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .02504 DOWNSTREAM FRICTION SLOPE = .00442 AVEF~AGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01473 JUNCTION LENGTHlFEET) = 4.67 FRICTION LOSS = .069 ENTF~ANCE LOSSES = .000 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = .026+ 2.016- .751+ ( .069) + ( .0(0) = 1.360 Il-~~~~~--~~~:~~-~-~~=:-~---~~~:~~~:=~=:-~---~:~:~~~~~=~~=~~=:-~---~~~~=~~--- PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL I LOSTFRESSURE HEAD USING SOFFIT CONTROL = .11 , NODE 141.00: HGL= < 33.620>;EGL= < 35.636>;FLOWLINE= < 31.620> ~=========================================================================== ,PRESSURE FLOW PROCESS FRml NODE 141 .00 TO NODE 14.00 I S CODE = 1 UPSTREAM NODE 14.00 ELEVATION = 34.40 It-~~~~~~~~~-~~~;;~~~-~~~~-~;~~~~;~-~~;;~;~~~~~~~~~-------------~------------ PIPE FLOW = 35.80 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 52.20 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 35.80)/( 226.224))**2 = .0250432 HF=L*SF = ( 52.20)*( .0250432) = 1.307 I--~;~;~~~~~;~~~-~~~~~;~~~~-~~~~=~~~~~;~~~-~~~~~~~~;~~=~~=~~=:-~---~~~~~~:--- LOST PRESSURE HEAD USING SOFFIT CONTROL = 1.47 NODE 14.00: HGL= < 36.400>;EGL= < 38.416>;FLOWLINE= < I 34.400> I I tb3 1_=========================================================================== PRESSURE FLOW PROCESS'FROM NODE 14.00 TO NODE 15,00 IS CODE = 1 UPSTREAt-1 NODE 15.00 ELEVATION = 57.63 . P 1{o2 ----------------------------------------~----------------------------------- II CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): I If-~~~~;~~~:~~~~-~~~~~~~~~~~~~~~~~;:~~~~~~-~;~-~~;~~~~:-------~-------------- NODE 15.00: HGL= < 59.630>;EGL= < ~1.646>;FLOWLINE= ~ 57.630> I ==========~========~========================~===========~=================== PIPE FLOW = PIPE LENGTH = SF=(Q/K>**2 = HF=L*SF = I NODE 15.00 35.80 CFS PIPE DIAMETER = 24.00. INCHES' 347.67 FEET MANNINGS N = .01300 II 35.80)/1 226.224))**2 = .0250432 347.67)*1 .025(432) = 8.707 : HGL= < 45.107>;EGL= < 47.123>;FLOWLINE= < 57.630> I I PRESSUF:E FLOW PROCESS FROM NODE 15.00 TO NODE UPSTREAM NODE 16.00 ELEVATION = 57.90 ----------------------------------------------------------------------------- CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD): I PIPE FLm,j = 35.80 CFS PIPE DIA~1ETER = 24.00 INCHES PRESSURE FLOW AREA = 3.142 SQUARE FEET FLOW VELOCITY = 11.40 FEET PER SECOND I VELOCITY HEAD = 2.016 HMN = .05*IVELOCITY HEAD) = .05*1 2.016) - .101 NODE 16.00: HGL= < 59.731>;EGL= < 61.747>;FLOWLINE= <"57.900> Ir-~~~;;~~~-;~~~-~;;~~~~~;~-~;~;-~~-.~;;~;~-~;~-~~;-~;~----------------------- LOST PRESSURE HEAD USING SOFFIT CONTROL = .17 . NODE 16.00: HGL= < 59.900>;EGL= < '61.916>;FLO~JLINE=.. I . . - ============================================================================ 16.00 1.S CODE = 2 57.900> l PRESSURE FLOW PROCESS FROM NODE . 16.00 TO NODE 17.00 I S CODE = 1 UPSTREAM NODE 17.00 ELEVATION = 6e.~0 ----------------------------------------------------~---------------------- CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCD): '1 PIPE FLOW = 35.80 CFS PIPE DIAi'1ETER = 24.00 INCHES PIPE LENGTH = 294.64 FEET MANNINGS N = .01300 SF=IQ/K)**2 = II 35.80)/( 226.224))**2 = .0250432 I HF=L*SF = I 294.64)*1 .0250432) = 7.379 NODE 17.00: HGL= < 67.279>;EGL= < 69.295>;FLOWLINE= .... 68.800> ----------------------------~------------------------------------------------ PRESSUF:E FLOW ASSUMPT I ON USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = 3.52 NODE 17.00: HGL= < 70.800>;EGL= < 72.816>;FLOWLINE=, I, 68.800> 11==================-========================================================== . PRESSURE FLOW PROCESS FROM NODE 17.00 TO NODE 18.00 IS CODE = 9 - UPSTREAM NODE 18.00 ELEVATION = 68.94 . 1I--~~~~~~~~~-~~~;;~~~-;~~~-~~~~;~~~~~-~~;;~;~~~~;~;~~------------------------ PRESSURE PIPE FLOW(CFS) = 35.80 I UPSTREAM DIAMETERIINCH) = 30.00 DOWNSTREAM DIAMETER(INCH) = 24.00 TRANSITION STRUCTURE LENGTHlFEET) = 5.00 UPSTREAM MANNINGS N = .0130 DOWNSTREAM MANNINGS N = .0130 I TOTAL-ANGLE-OF-TRANSITIONlDEGREES) = 5.720 UPSTREAM VELOCITYIFPS) = 7.293 UPSTREAM VELOCITY HEAD = .826 . DOWNSTREAM VELOCITYIFPS) = 11.395 DOWNSTREAM VELOCITY HEAD = 2.016 I ~~ . HT = .1*(V2*V2-Vl*Vl)/64.4 ITRANSITION LOSS COEFFICIENT = .1000 TRANSITION LOSS = .119 UPSTREAM FRICTION SLOPE ,= .00762 I '1 DOWNSTREAM FR I CT ION SLOPE = .02504 AVERAGE TRANS IT I ON STRUCTURE FR I CT ION SLOPE ASSUMED = .01633 HF = L*SF = .082 I TOTAL LOSSES = (HT)+(HF) =,1' .119)+( '.(82) NODE 18.00: HGL= < 72.191>;EGL= < 73.017>;FLOWLINE= < P/fp3 68.940> .1========================================================================== PRESSURE FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 1 UPSTREAM NODE 19.00 ELEVATION = 75.89 I~~~~~~~~~-~~~;;~~~-;~~~-;~~~~~~~-~;~~~;~~~~;~~~~---------------------------- PIPE FLOW = 35.80 CFS' PIPE DIAMETER = 30.~) INCHES PIPE LENGTH = 354.97 FEET MANNINGS N = .01300 I SF=(Q/K)**2 = (( 35.80)/( 410.171))**2 = .0076179 HF=L*SF = ( 354.97)*1 .0(76179) = 2.704 NODE 19.00: HGL= < 74:895>:EGL= < 75.721>:FLOWLINE= < 75.890> ~--------------------------------~-----~----------~------------------------- ~ PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL ' LOST PRESSURE HEAD USING SOFFIT CONTROL = 3.49 ,I NODE 19.00: HGL= < 78.390> ; EGL= ", 79.216> ; FLOWL I NE= ,~ 75.890> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- I PRESSURE FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 I S CODE = 3 UPSTREAM NODE 20.00 ELEVATION = 76.71 ---------------------------------------------------------------------------- I CALCULATE PRESSURE FLOW FIPE-BEND LOSSE. S(OCE~lA): PIPE FLOW = 35.80 CFS PIPE DIAMETER = 30.00 INCHES , CENTRAL ANGLE = 42.721+ DEGREES' , I PIPE LENGTH = 67.11 FEETMANNINGS N = .01300 . PRESSURE FLOW AREA = 4.909 SQUARE FEET FLOW VELOCITY = 7.29 FEET PER SECOND VELOCITY HEAD = .826 BEND COEFFICIENT(KB) = .1722 I HB=KB*(VELOCITY HEAD) = ( .172)*(, .826) = .142 PIPE CONVEYANCE FACTOR = 410.171 FRICTION SLOPE(SF) = .0076179 FRICTION LOSSES = L*SF = ( 67.11>*( .0(76179) = .511 II-~~~~----=~~~~-~-~~=:_~---~~~~~~~:~~=:_~---~~~~~~~:~=~~=:~=:-~---~~~~~~~--- PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = .17 I NODE 20.00: HGL= < 79.210>;EGL= < 80.036>;FLmJLINE= < 76.710> II=;.;~~~~;~=~~~~=;.~~~~~~=~~~~=~~~~====;~~~~=~~=~~;~====;~~~~=;~=~;~~=:==~==== UPSTREAt1 NODE 21.00 ELEVATION = 77.00 II-~~~~~~~~~-~~~~;~;~-;~~~-;~~~~~;~-~~;;~;~~~~;~~~~-------------------------- PIPE FLOW = 35.80 CFS PIPE DIAMETER = 30.00 INCHES PIPE LENGTH = 23.22 FEET MANNINGS N = .01300 I SF=IQ/fO**2 = l( 35.80)/1 410.171))**2 = .(1076179 HF=L*SF = I 23.22)*1 .0076179) = .177 NODE 21.00: HGL= ", 79.387>;EGL= < 80.213>;FLOWLINE= < 77.000> II-~~~;;~~~-;~~~-~;;~~~~~~~-~;~~-~~-~~;~;~-~~~-~~~-~~~----------------------- LOST PRESSURE HEAD USING SOFFIT CONTROL = .11 I \~6" NODE 21.00: HGL= < 79.500>;EGL= < 80.326>;FLOWLINE= < 77.000> t=============================================7============================= .' END OF PRESSURE FLOW HYDRAUL I CS PIPE SYSTEM , ' ' P 104- I I I , I / / I I I I I I I I I I I I I I \ete -' ,. I I I --- ... ~" I ij . . ti I J I I I I I I I I I . R '~t"J!>2 PIt. AP 155' HYPE.4UUCS RWS '!J-//r~t.. DICoS -'-"""~'--'h-'-":"c" j-",u '-'~';~'lu'l~l~U.' .:~---.... ... ~l""-~-~~- -," '-:--'~-';.' "",-u'-"'-.J:f"3trH'-IO::>-'''~--~-~i-:;..'- -....~~- -~y~ ~-~~ ____..___.._.......uu.____..,_........._~ ... 'it "I '1' .-..- -:ell' ...... -~.--.. , . . " . . u. . .... "t" Ii; ~ Jri ". *Il ~ ..; "-"-',~'1-- "u":leL'; ~'".. "I"'I'~ \{.~:~ .;~ _....:__:--"--:-_~'~~~'=4_sGdSIc:1:.' .~. --{-~ '\) -:~ --~ .--~ ._~\\ .... -% .-.-- ; ": 2 .- 'I'\{) 4: 'OJ -'"1 \J ~ ...\.5 ... . ).C r.i (j ~ t 2 :L@ (';>:J?) '0 (.J.~7 -, . NIVer? :3'2.I~ "'<tl<!;..l. ,1"1) a 141 :.l. S> ;:JO "3':11 s: 'e I v> .~ '9':>~ ~'o'.L>:.L"'~' ~'I-'~ , ~ (;;';1) f"l s I . ",*,'g? ~I <:I '" ~% ..,. .-J u:~ .<:1 - ,... ... .. '" ~ , <>:I .N .,. -~ ~ -.: ')-, J.:j -" '" <:. <0 i .\r, "-' ~ .,.,..~ \'1'\; \r\ ~l -- , I , r-- 'q- . -- N .\n .,. .-J III III ""! .. ~I ~. ",' ....,....."'-1 ~; .. -. ....J. ~ , J:':- '1') .~ - '\l- -~ ~ I : 1 ;"', 0:), t\J ....: ~1 "~1 lI\. <I ~j. ~.- .. '. ~l '1;\ . -.. -......-1." '" ~ ~ .... - .\- ~\() , 'irl ..~ ... \e ,. t- ~ U &AI .., o II:: Q. J- \0' , ~ ~ ~ -J ~ A 'J < a:: >-. ~ ~ f2 "::t: < I-- ~~\i) L: ::,; ~ ~ "" o ..J ::i -J::> '-l o U I ~..J >- <l: " :;::U--- ag ~ (,)~ ~ ~LL1 'I' ~ I1J ca..J ~ <l: (,) Z l.r) I&. Q lo ,......" --- - 'ict Ct:a::A "t . i ~ ..-.1 - o -I d z .. . . .II: CoO >- u :. '" ~ o '" It ~ ... . .. ... a . - ... " u 2 . .. .I: U U ~I I rn I I 1'" , lJ\ '= t" \' Ie IC I:\jl'> .. __I I "I I 1 . I . I \Q I 1 '";? I IV I ' ". I , I I . :>0 :>0 ~ ~ PLATE 0-2 ~~ ' ""I( I ~ ~ \ij -J~ ~ (/) ~~ lll: a:: 'l: ~ Cl: ~ 1.1.I --.l a:: t "- ~ ,-.. ~ ~ ~ - w -i '<i- '" , " l<\ I~ , ~z -& I :I "'t "" --.. \\l ~ \, ~ ~ ..J~ "'" -- '\l . In >Q. !)'. \l ~ '" ~ ~ ~ .. Il. '<J - , '1 1 . ~ t '" III I j A A . -~ VI ~ I'S " " 0. ls) CI 4.J ..II. ~ ...; ~ U --.. '\;j> 011I \()Ic) 4"- '\;'-l (j I u S!,)\;'-l ~~ tn ~ It u ~ ~ ~ p- J! l \.0 ~~ ~~ .~ ' -..... (i tQ\J1-= Iii "' \ \ ~ ~ ,~, --.: \i~~ \J I:'::r\ . "- tv . ~!'l < II ~ It\ "I' < "'- "" ~~ ~IJ .. I-: \-- \\if.: ~ " . ; ~ ~ ~~ ~~~~ -I "':: . . . " ~ 15 > I:l::l Cl:\ ~ Ill.! "- IE.. ~ \i. 1.1.I Lj~ C!l IS Cl: Cl: III ... oj ~~ \l Z '< II:: , '< ~ ~ <i "-t -S c( . In a:: .. c . ~ ~ ,; % , ? )(..7 I()~ i In K . ~~ r "'\ "- ,- --- I I I 1_- .- << ,,, ~~~ I":: ~~ 000 "00 -0 E~E~i 00' ....... I~~~! I I I I I I I I I I I Av 1':5-5 4.D. R (p@OSZ o/~ R/iJ S /2-1[;-8(;, PI&, -c VL77U/97E V€V€t..oP€1;) COA/D /770Al - C-HE:R;<'I 51: ~ Sf: $~_ _ 88; StD" -S r72.~1 IAj ETwO/~f( I-A / t2 Yz sr; ;::: '/8 d'S .s; ::c ,:).003:, {/::e a" Ct.ne-s ,c~ PL-.4TE D-7.3 (/za::c) ?#tf).MJ5;t,pR/w:-?70 c.IS (cA/'//t:/lY) (r.o,c.!? ~'7 43 CFS) I, , }7:!77'lL ST'. ..,. BS c.P.5 /Ir.! Yz ST. ' Op.C.K tM.l 'II m <Je r ~tJx. ~ ~are. '- d eJld.b~ec( " , , Ci3 #- Z : '8G CI=S ( A'C ) ='7 lZ.SAcR€i"S - SfYa-f /'.Afia?i~- . '2.8 c.rs -r / J;tt c../c.l.ALj "71 7b 7 e T ~,M UfI' C'~o sf; /2,S/lC.;eG:; (4?~~o;;.r,..( \ .) =-l- 745" ,t-c ) 730'wide. '- ~ACt c.OAl?::>: BlIK'. o,c P. R. h' IP.63 , J:i.,. tIP'" . Q,. 2.(P5 .'. L. -= /3. Z ,/ J? I l- ce 11 ! : / c..,cS j i/.5"c Wnf'i? ~ 4' c,.6, )( $ ;< 7.~ - :e:4i.??" 0.'1>0' tl5€ /7' C.,D, (4: "?-80)Lt!.O ;O."38.-'tC _ . \\0 1 I I I... ... <<< ", I:::::: ... .-. ... ili~ili 000 ...~~ I I 1 I I I I I I 1 1 I 1 =~~~ .......... ........i ..~ l ,.~ 1 /10 /55 :5, D. I!YP~LJL..OcW.,. e..H~R,ey i::f c.~ a 52 ole:. Rws /z-/5-8ib PJc" p,e:opoSED Tt9'-1;Oo~Y CC;AlDI770U - ,. i3 e;-! IN"O c- t-I-GK'R V :sr. l)f;< E ., , CO tJ 7:> 1 72 0 U {I 'I T€.NPol'2;tlZ'I A/.4-WIZI"lL. Cott/2)I77LJ.u TO ~p. cut.VS.e.r If ~ /6J + 25. Z - ?5, 'Z Ac / a '" 4/.0 c.I='"6 tS( DVT = 432 CPo ,'" I I ~"T '" 4~~S } 'j) //1 )'~ ,,11\ A ' 41 &. - CrtU ;:; "- Uli'..Hm = U )';-.. '" 4/D , @ ~~V5t:: ~ RC:P '< -i;!' \\) t?.... \? ~ ~~ , \:::\j1t\j ".\l, ~\~~t~ ~~~k If .______/ --~......._(\, <?'AJ ~4/.acFS (TEHP.ctPNr>.) / ~ 0 ( I ~ 1~@?rD "' ~ d\ - '\::I I::J :.s . ,,~ N ~1.N A.. ~ ~~ ~ f~ ,~. l'<), "'" ~ .' vi ~ 01"'~ \-.j ~ Q ~ -Sf ' c &.al mln - ,:'"ruRE: /SuLKlltVlD .-J,--" " ~r-, W'I r-- ~,r: .... ~\r'\Jl \s\ t-l '~'t'?I. t-l", .... ri) \t) )~' 'l\ ~~ 'v ~ '~~'/ ~~I;~ ~ .~" ~ ,';;~~' \J~~~ ~p; . ~ co .~\U~.~ tv _..o,,~::o~ '~~~ '. '<1'i;~ ~" ,,,'J ai,.~ ~\~b ~~ ~ ,,"",~ ~ .." 'j.~'" ,'" ~ ~I:' ". & .... -t!. ~ ~. \l) ~ -,~ ~ '" ;'-() " ~ ~.... IJ\'<\I<\ -l'l '\. ~ ~ h-;. +- t. ~ "',;!; lii~ ~ i;:" '" I - 14':J.4') t,~, J....,C-P.3611 P -IZ~ v'. B $ ~:5f-6-.- "',":322 ,-' :7- vL TlM,L( 7t:' ./' , Qs (Iff'" cAa:, A/{;CG:$"S/I;Z ) ~ _-l).~':"1/A ~.~ see ,,,< IMII 1<<,4,'5: ' L ; Z~52' A ~ SZOZ",'3s" .~2."'~3J~ 1:";:;l.Ii' ,e = <:J'S ' (.. - 7.0'2' .4 .6"S0'/7" -=s.~381 r - 3,5/' , ~ ~ In "" 10 In '1-"... ~ 1:1 4").D~ l ,C, i!b'~(UP 'P-U7<' 'eo;;."~1 <- M.Z. ! a".--13.z:. . ~FS ~4,,, 'V.... ~ t:!..c_ '13-'. () U:S v,"" ~ 'T" ",- 35.0 alt,,~ ..:42.ou=.s ~ ~ -B- : t?/DD ,~43, 0 CI<',S - V,,,,, " \\\ I I I I I I I I I I I I I I I I I I I 'P 17D .~~~****~~**~***.~*~.~~~~~.+*******~-****~~~~~~~***~.~*~~.~~*.~~~~.~~W~(~~...~~~~,~~ Fr::E.s~.:;ur'-;:E p ~:FF: ...FL.C\i-l HV'Di:~(..';;.JI.. I C~~, CC!;-'-1Pt.:TEP' FF:CGr-;:[.~~','\ F'(:.C;<'(":C-~F ( F:t-,:,-"j' F;!;- (:;:.,1")'::. e ':; !.J~C;:~-[':, LACF n :,'~-' c:cr~:'I''-;:'\ t-(,' LPPIU,_1 :~.~ ~:.~h T TCF< I; iL! ; ~~-*~t~~*.~.~****~.*~*~~**~~~~_~,~~***~*~~~_~~~~.~~.~~*****~.*~ ;': ,~.( " ~. t' l( 'i. ,': ~: ;~ x f.: 11: l.; -(ii-l:'i(i, ;,...,;.....: ..... .. '." ..... C:C) Ccpyr":i.(;j:-:t 19~:;<c: . 19H,S P,::I"/c1 r-'(;: <.'"':.~cI E>,c.:_~ 1 (';i::=;t:::r 3_1\~] tl.\!\::.;'" (.::: r (:;FS ~; '.: . f~:.;;:;p~-?;::j .3.1 i,'j"' P:"'7-".:P2:-.'"~;:' i_'l i\!F:_~-3"!'E ~j F1K...JI> ]. i'.j s rCit\l~::: ,_ I;..~t:-, ~ .", ., ,.... . . ..' **********DEECRIPTION O~ RESUL~S*~***~*~~.K~~~*****M'~*~'*~'~~~~~~~~~~~~~~,~~~,~~ * r-LD. 155 S,D~ i:F fi.,nr;:::: :[ A 1 (TEI'.1p " . cory)" ,\ .,~ F~ (, ~:! C~-5f:~ ().l 0:::, R:,~5:; L?/15/8t:o .<~. * FI~._E ":iu l~351AT ~*'~'*~'**~~***~***~*****~***~**~**~***~*~'0~~~*~~*.***~****~*~~0~~.~r~MMll~~~~~~~~* .*.~.~**~******~~.***~.~.**~~*****..~****.~~~*x~*..~~**~._*M~**~~-~~~~~$~t~~M~~~~~~~. >JCrT~: ~ ':3TE{.:;DV F'._.DI.J HVI>::;:P;~JL. Ie: I"!EAD-LCE~:; C::H.1F.trrp,T IC1\iE; EPtt;..::D -.T 1 ~: 1 JF ;.-:[-:):-:: T r:;ni,l~:::f:.:Fr):;'T I VE:: FDF:::l';l_.! _p,t:" FPON THE c!,r':;~:=;.:l?liT I.JV~~~:D ~ LP!c;r~-CD ~ f~';L;i) f:"~~'><"':':'i Dl:::b' I C;!'.! t1/::">~i.J:~L_.':3" DCl4t0STREAM PPSSSJRE F'IPE Fl.()W COtJTPIJ!_ fA: :';CD~:: hll..!I'-'iDE_H ::: ,,()C; PIP:: '() I ::::,1"1:::TEi=i'. '. 1 i"-:C;!...j) . ;;,S ~ 00 (i~;:;SUj"1E.D nO!!,l!\:'ST ~~E:PJ"! CDNTF~Cl. H(3l. ~_ . ' >.- ,] ,;: I (..fE:: FI._E\ P'T 1. Ui'.l 'PIPE Fl..OtJ CFS} - ;'1'.\.,':" ;?~;" o::~o --.---------------------..-----------.--.------ -_.._-~---_.__._-_._._.__._---_. .----- .-.---..---.---..--.---.-.--------..-------------.--.--------------.--.----..-.- t".lor:.r:-: ,i. ,,0(1 HGl..:::,~ 25." 0:30>~; F::it.. :;:.: 25u610).1Fl.Ol~l_J;\'~.~. : '"(' . ~:':(-i)" ". ~ Adva~CEd ~ngJneE:'ing S:)'fi:w3re CAESJ FEn I PI! !'.!;~; ~ .~ ('j~~ 1 .~ I \,!E~:A 2r~3C REi..EA:5E [J{:llE~ 2/:::?1.,iE:t:, .; ". ~. .:. .; "'. ...... ". .-..' . .... . .~ .-' ..' ".~ ..' .;:; :.~ ~.':;;:;:-:::::'::;;:~;;;::=-c -~: ~:: :-::;~-;; ~:: :::: :.: =.. ::,. -:.-:. ~-:;; =: :;;:::..::: ::.::=:::;:::.~ ==::;;::;::::;;:; =:;;: :::::::'~ :::~::::: ;::::::..::::::;"-:'::;:::;;: ::'__';:;';;;:;::==::;: :::::=::;;:::: -::.c ::;-_ ~-:.~ .---.-...--.. .....-. - -- .--.- ....._-.--._- _. -.-.... ..-.-.--...-.....-*.-..- F-Pr:::::::;~;U;:;:~-: FL OJ..) F';::;:CJCf:::~::.:S F'F:CH'.! t,jDDE ..OU T:_! ;\~fjD[ ...H:::~.;-:.;:;_.F:Pd..-1 :\lD:JE ~.~ ~ 0:) ELE.!..)?~.-rJ..c;;,~ :=: j -~,; ,.10 :.::_~ . F.. f:; c ::~n~:.' .-.-.-.- '.-'-'.-.-.-- . ...-.__ ____ _.. _'.n .__ ._._ ..__. ._._.._______,__,~_ ___.. .~_. _._ _.___. ..__ .._ ._. _ ._ _ '_.__ ~ _.. __._. ._ C:::':~,".i";u;~.p;r:::: F'r~:FE;~~:t..rF'E: FL-:Jt-I FF: I C'.;' I eH'-.; t...rJ':::E.~f::S / 1....,~CrrD) : F' ~~ FE Fi C\.-! :::; f~' I Ft:. L.F!";::,TH -= l~~ ~ ~ ':=:>> CF~~) F I ::-;'E D -: {-1~ yo:: TEl:';: - 2.".' ~ (t.:~.; I ",(!-'j-F-'.::; Ll-':~q7 FEET 1'~(~-r--1i-.jI:'H3S r..; =. ,.n~:::~O(; S .:::~ -:::: .: ':J :' ~::: : -ti.. .~: :_~: ':.1.'3 ~ '?(J " :' ( (~~ 6. t. ., .;, (; :.3 ~ ).It <i. r-:~ ~.:: ,. l if. '),~ ; ,~?,;; I f-!'':'.=':..J:E:F = ( t.!.? . -7'~") .;,:. ( ~ i)(l.:'~:i 1.:;'51). ._. "i.~:(i t 2S.8! 1~~:':LOWL[t.!~:. '. ':,~- l :' f'L~'DE '.::,00 rt3L:;-. .~~.; ., (:::~3 t ::. ; ~~Ci~_ ;~.: \\1,- I I I I I I I I I I I I I I I I I I I __ - .... n. __ ._. ._. .___. ......_ ,eh._' .~...__....__~ __..... ... __ ..._.n __._...._.. --.----.------.-.----.----.-.-------.------ ......--.....--.-..-...-..-. .....--....-- ......-...- ...._........m .. '___'_'_"U' ;'I~ES3URE FLew ~)POCFSS FROM :).. )() i"J j..}:':,Cil:: i " ',:':) r "':~l:-:;'" j".i"~ID~::: \..i;::" ::":) -r r.:;~:::: {:J:f i'.J C! l:H:: t-: L F:: \/ P; r ',':.-: >1 ::;~ s. ~,'2 :3, (';) C(':l!__ C'!, ':.,,(..':,"fE: :::'F.~':Ej:::i !:PE: FL..~'~jlr.1 F' I r 'C: -'''f.:'.i-:i'-IC) 1._ C';:::~_:l:: :':~) .:' e:L::;-;',-; -\. F 1 F~ i"::"L Ot...! -=-.' Co c: l.:::i~ ';;::"TEF :;: I ,<. ., i -! ~.:..~~ .....- "'."") 1.,\' C::E;'<r.~.'L,L (.;!\~cn F" .- "T-7; ,:,.':;l:5 u-::: ~'LT ~_' p .~: i-'E L.EI\[ooj ~'-"'1 -. :.7:'."::;" .1~;;::~ ;:;"::;t:. r :.~~~'.!l.~~. :',~' \-, F'-J:; ~:'.:-3~:)t~HE 0' Let... i'-~:'~::~:.H ~.,. ;=i~.~l.J,:;i'<F F~'::.~.~~:"! .,.,.:','" F LJ~;i:.i !....'t~L DC I'; \' _,. .~:t :: j::'~-:T;':E~'~; ~:i:.:~C:I ,. ~./;:::l. OC1'f"'y HE~AD ._. :I. ::';(i;;'.: ';er:.) r,.F:;-,! .'j'.::!JE 1:::'::: I c:: I E:.i'!f : ;'. r-i'~:,-::.~;. ,\:-:;.:. < ',)E"L_UC. T T., l..F-::'~,;>'j ",,: . 1"-,.\ ,.' ._,....< F' '1:';:"-'[: :~~c!r'~\,iL ''/P:hlC:E F ?iC T fi;~': .- i::;~ I C'T 1. C:\-.! ..C.'F f: . '!"" '.~)6'b.."~ f:;':::\ ~:-~~::1 C ! L CJ':3~~:E'=) HW ~::' :'~: C' ~:. i ~:. i " <> : j. 1. '-:-, ~:i:l.) .-- .~ T f~~ . 'f~ ~:) \ hDl...:[ ,::l ~ "'!" i !'!C~L. '" ~' ~~: (~t ;.. I i+::::'~;: . '-:'..-:'.' ,::':::,.',.-;.'...1. ; _______.____H_.__.___._____.________,.._.__.___ '--."."__ ,-"-,-,,.--,-, _____.... _..____.._._._.._.__._._ .__ _,_"", ._ ,_,__ _.._.,_.._. ___ _,_.. .... ._, _. _.. on .". _. *.. _..... ,... ...._.._* ._.* .... _*. . ...__ ._.... "..... * 'o.P.J1J.,,,.~ ....)(.;'-"!.f ",;:~:j .: '.;:0 . ,:.;.-;~.:;(:, :': --.- -, -. ~.. ..-. ,..-. -- -.... -. -.-.... -*.- FPEE3L!FE" FLClr.,1 F'~;:C'C:F;3;:3 ;::T~: >.~ .!LU~:.. :! ,,:y TU ;'F::-i")~~ :! , :;' l.H':-['T!:~E{:!!'''l ttJ8E /t "i)i) ;':':l.Y\../'~:'l r ! f>,~ -::;,- 1 :? (;<~ ~ ~~. C"C';Ci:. ;"':; ;:';':\LC;L;:..r:~TE F'F:E:E~-j1.JF'r::. F;,.tjL~ :T:~.l:-.iC:"j.I[);'.) i. iJ-:1~~~C~_~; t.:rl DISCHARG~ DIAMETER t~r:;~i:: l-"~ "__r_'''' .... Lt,,!. l i-;. :';\. '/i:: i"i:' 1:-', <'-!,:;j,U '7 " (',~-,(:~' ':.l.i:';J b , 11 ;:~: C:;.,< -. ... ::..;,(:,.,:y) . ,~: i i.l.::::nF. 7 ~ (it'/:) ;~:/:,:" (:'(1 ~C \ C\ ,,0:.> 1 'l 'j .1 "l__'i.,i':.: i '-";,,'7 '+ ~ i) . ,;(. "t)()i) . ;. ),') ".::;00 ._3 "o::::=.:,:::c:~.;~ E(y.j{.~. .~;. ,bt :'; 1: !"! J ~'.!~: U r'c::':;:;\'~ :,..i:::'CF i~:D ,~l".~C' c:c!:~ l'll:"\ F. ~:~;t;:::~3F~i.,,:~':F' ~~;.~~.::.,.' :!'(H'~t~'.rrCj:'.,: F(',(;.'~:\l_'L..,... '--'_ .. - _ -:.,~r-',; t,E.!...; ':.Yj." IJ ;~:; ;~~. 'C) ~ \.) 'y ::: : r)?'''''')~:~''.'E: 1. '~"..J:I. ~CC:i::: < Clf.:;.: 'l'" ;r"': 04~V!!4COS(SEL_'P4))I: (~!~A2)i:tt'Nl) i"C:":::j rF-:L:::?1~'i !'1p,:\j\-'j I ~,jC!;3 hl ::~ ,,';1.=".,.1'.: DOWNSTR~A!1 Mf~GNI~GS N ..~JJ.~J(.J UF'S-i'F-;:;:::?~t1 FPICTTCil"i SL..C:~'F'f::: -. .,'~:C)~<:1.' 'i)C'!:)t,~STF:=:i~l':1 F~~::r.C:TIDN ;?:iL..C'F~t:: .':!'. ,~.,:...)!:) 0;;~RAGFD FRI("rIO:~ Si_QPE ...-U"'.!:.~"f ;"C};" '-: t f~ i-.~,-.;'.;: !: 'i[Li .. '...i ~ .:;t}!'.lC T I :Jl) L E;".!!.:-;l-:-~ .; F. F E:'r ) ~~ r.~.~: ,'-" J. 1 '; t. J, , .- .'.''C... -,'.' Ei\~'l'n(:,i'.~r-'E L.C3EE:Ei ::~ l"lf~;-'.i'lC;Li::: L USSt:~b ~!::{f:::''; TE:F~ lr"'Fr-J ~: (.H'-:F":.i( :'.J i"lf,;"!':::)!' II..', ' :>~<:,l.::':) ~10MEN-'jJt1 LOSSES -. . (Ie ':.5 '~(-d";~-;C:L.:. ! .CJ:;;:;i:::; '.) .":, J'UH':::::'~ T n!'-.! l...DF;sr:~s -- D'.{.J H\.J': n H\ ;::~"j''; \'~'l~:' ':' '~:'T I ;)1'.; ~. ']':J.; \ +.; Ll'.j"! ~.'(':( L,': :"'!:': ':.. J-~.-i\'.lC: '!-l :Jr..; "t:' 'X': i,..D'~-;SE'; -. ,::;-:-,,',,! ('\\ . (. ~ ; .; I " ':.' '.: ~; ) , ':CL:::: .:...., "*' ; ;...,fL T :..i\:;.- .~<~, , C/-l .l. ".:- Lr ,,00 ~ hF3;*. C";". ..- ::::.< " . ~ i~, ,:. ',- ~ i -.----.-.-----..-------.------..-------.-.-- ------.---.------.--.---.------.--.--- - .- - - ., _. ...... -.-. .... ,,,.... .. - .-....-- .... F FF~S;::,UF:E FL.CH,) F'F;:::f'~:;r::.::.;S Fr:;'tJ1".! 1"C:fE /'j .,no r,'i :< .' ~~: i"(,r:~~' I T'E"r' ,:.. LiP-::;T;::;,:EP-r'j ~-.i['DF l:::~:.. t=-:'. ~:.-!'f" 1 C:;: '\': ..._.j 1"'; :::! .' C'~" c~::'... J.;UL IrT'.'::: ::~'f~~~::S':')U:~:: ~::: i=i _iJ'..: F.' J F:'E.p -~!L::::!L ! .;'i::::~~;; .'::} . L C:':' "L:.'~ F' ::F;::~ ;::'L.fJi,) .... l;::F J ;'.~ i .; ~: . -.. :"', j, ;.2,r'lt:'Tl:~:.',;' - , - ~ " \ '--l-.:::i, ,'):' c:c~!"T:::L,I. i4\ P3:_t~ -" r',!~::i~..::;:!~.;:: ;~: PJ'F!:.-:: :. F1",;E:'~."'1 :::." \'''~i:~f.j;'.j '~,I""',lC:~.; :".: '.' --i;.,) 'Ei r~:';=::.E"j ?~ESS~RE ~\ rl~ ~~~~~t 7, (1 :}.:;, ';1'. Ui-':;. T_' ~-:=:r-:: T :~:'1. C]i......~ '..:F.\.}C J T''''' ,:::~~(:,::: ,...,.-,.....; F.r:.~F: bt:;;~'-.!l..t::: I.,ir~ ,.;:i;:' I T \/ i-r:::p.L' _. CO::' ..~::: ,...1 .....' F;;:::'!,~'C' i .u~.:: ~:: c . ] '-, : !. i. r'.D; n .)'7:-('" l-!H.:::.;' .'C.\~' < \/[-:1...:":'::. I T\/ r i)"7 :";'I'J.; ( _ ~".' ?r~l'} ,~. !,.iEi::,C) = t~' I C'F CD!,,~'.jE''{'{~!\ICF F+2,C rOi.:;: :-; \,;;.~:.s.. '::;'b.:; ~-"::dr.-. 'I :.,,: '.-:\ /j~-::'~::, ': '::'i , -~,.~. 1;:;. '~:; r;;: \'. :~{ . ':)'.I:! l -.. .~:, ~.l \....?J I I I I I I I I I I I I I I I I I I I ,.. ~~, i t. -. ,i ~ ;::! :'F~::::'~:;j. !b.i:-: l.if' r-r:.;~:- . :...;!-i ,~'. ......n. ;,: ~~~," :'-. ...., l,i'l HC:\,_~ . ~;: Li!. ,,";::-..:.:::;-::.".-::::-=. . - :~:-: ::::: :;:;: :::.. . .... C:-~_.Cj:-"~J ,- ,., ;~~i;'l r .:;~_:DE: u '",1 j'-- ~". ::}C E ~~ .~; .,j'; r:::._r.::. 'L. ~ ",,--- ,-," b' '.."," 'j~ i'-~ I") rJE: ;f "n FL..Lt.) i" F.' ~ "".., .;q :1' ':::.{! c !. .:~::~ FFT:: i7<J~ ;..,::j. \i ....'... . i '..- ~ --. ':.':.' !. !:-~. I F r:" ':1 "l<.:. "! L=. ~:;, ':. ):,:~ " '" ,.. r.:;.: .. i"!:'-",J" ;'-,~ T;' !Ci'::.} I-',j .-.. ,. "j--: ".j.-,- :._ ;::::!'.\C;"!""\.,,! ~.- ", '.'l(;;.... t ~5L..\~~; ) .., '~'" ~.: n:',. ._n,. :> '..~ r" ... ; "~ l: !;", 1 :;.~:;::; ~~::::: ;-: ::c: :":: F<E'~( :t. ':~.; f" r.::. ~~. ;-1: :1 C':':':!.' -,! it 1::YfF. t-'..l'":!, '.+ ~"'! :,i)) .. ..:~,~..::;:c:~ ):~~fi ,,?!. ;::.~ . '''J' ;~3 ) .<J. ~} . ('j"-'.' ~,,'CiL.'::C: ;):..:; ':,',,: ;: i. \..d . 1 ''''.' ; .,1 'i'. :~::= c:.:.= ~'o :~-.: o~~ ~: "',.',' ..':. .. ':I.! ~ ;-.1'i .~.:iC)(' ..J.)(:..,;..;j ;~ F" ('! .i: r (~,:. ._, '.:~.'C <:) F.' .:~! C ;::~ ~::\ :'~) i:::' I::;: U!'-' (-<j';::;'\:~ :;-:--',"X" ~ '-0'. . . O-;::=-';::;:=:':,,~-;:'''''-,,:''=;::...::..';: ;, .~: i :.-~==-~:;;;,-;.:, ';':. =-~ =-:. :~~. c; '':':.' . ')f" Tei f:'~..D!-'-i l\~c;r!f:;:- l~:l C:\iP:T Tel',,; co ,..~ ! " i:::.: " t.~ '..~- :::' r~ f::- :;) ;~:- u ~:;; E FL..C:l,,~ ,J'".1(.,IC"(" I un . LJ~7)SES; :;~) ';: P;:"!~:::.T~:.F: i:.:.F~:~~,::::' .L T" \);::"j ;) I ,:;C;f-'1t\''::':i.3~:~ i ,C--S'::-.' (jP' i....?-': ;)\'-.:c, . .. T'j:';.-c'{;;-,. '.:;;,-. :; K ;;~ ~ ;") ()::;,C? 9,'.;:: '::;6" >~:;' ;"':: !', ::0-:~\ "uu ~ '..; tEI~{)~) " ,,?&.\,"(.. pc::', ",,;''-''...- i; .1\;*) FUljl'ILE; ~ co':) ,_i(; ~.i"::~::-:~' C~::; -~t ,'..~ r ! l Ii'H"l;'r." ,.:':! F'eEE-FiU::!:l:::: F;_D~.~ Ji .ij...!C' T I r:n_! FCj;~:Hl.._ii... '.~i': ,- ,..--,.-..,'... ;..1:..- t:.l'l!~' ,.... .,-,. :.:'j 'r,..j:l ~"'CUE; ( DEi.. "," ("Of! .i '~:-'::i'!<:")3'i'i'C.t~:~:..; i .CE.!.. T~~':='{ ~", ,-" , 1...... .....T;-::.~,;,.. ': f-~}. l' ::~',;-~ :'i':: lr::< j,Jt l';J,c.~,\\;\ I 1'-..113;:::, :~ j 3':;() h .-.. ~-:.>; l<i:~!'..\t...\ I r.;t:3'~~; _ 01.3(1;) I,; L !.. :::;~~TF'(::,'4t':i F~:'f. c: r J O~'--~ E;j..i".);:~'E:. -. !):'}:.-:\:3;~:;::':.('::i~.'; F:FIC;rIDi'-~ SLDF[~ .-. :....I..:iF;~-(~(3.::~;, F:'F;:ICTIfJi\j :::;t_C:)P~:~ I~\J ",i.ii-'lc"r T C;['.~ r~:\iT \::;:P;t" ~C:~ t",':"I,,-"": >i;:'!''''!E , ,'~'" .t.,,' ,\-:l1..'j'! J;.i;.;'.,: " ':j,- 'T I,. '_."L':::. =:.:=.~;:.::.:.:, r '- ~'., .. )7-' '1 ~:'r:;. ~r l~;L : _ ,_ i. !--:! ~ C. T f:'c, ". T ,.~ f: i"~ '." ;. ',~ ,,,:1 ;"'1 ;: . .O:=;F;E;::;:..- ~ (lCl>:) .. _.. ... 'T" . '-, .t -- . , , ~,",: ~n""lC~1 rn.Jh 1.' j'.. ,_ ...__< 1_... f_=_, C;'..::' ,>::'., T::-._::;:;,' TH:~~,~ H'_i:";,": :;,-,::.!-,; _ i_D'~:iS::-..'::'- -n.-I_____ _ _u' '.~i::?/"J. i....;.:.:ll.,.1H-:=-!LE L. [j~:::1~~;E :~.; .... ',_ ::)2.=_=",'::::~3 -- _ __u __ . . ._.,... -- -- - - . ". ~-.,. r I I . J . ) I (~'~t; j r.:,..\:\!t.. I:~". ... j'.'''.-'+'"..J'.-'i_. '~H\";?+~i-::-P:!.'~, :_,J;'., __i":';:~,=i' . ..:~;Si::;E::~, -- . --I .. ,-- l:.-....,L,F_.. ::;'i'~-:, ( r. OU<~)!.oj 4U=<:H- . '._ .. " (,iO-;:'\:")""!' :)('}.~t:; {) JGiCT p..:::.;~::;i.t;'ii;~:D .....,;-,3 IurJ .!::hC;'! H i: FT~E T ) n-.:iO :'\ IC:,d L.C'~,i,_, r'''''l;. 1 c!r..~ I':::-jhi :_.LiEiSE-E.; ., ::!\) c!;5" t~97.> ~ E:.G\ -- f,-:.... ;.1'''''_,'= ::-f.!.C:; L; ~ \;- ~ , ; 1...1~.. i ~70 , C '_".1 ):) '..~ :..:; ~~__:_l ;; (~"; ;^-t'...I-c:. .. (,(~.':, ii'.)\:;' :..~ ::l-' : .. C,')(") '. ~ ~ C-'L."!"! "n' ';' ,.. r.':JC E:S\~; i='~:;-n,\1 '.1. t) ,) 'T;~; l, --_.~=,..._-=-~=~~=~= .' .'.:'(,' ::~. ~~~ ;::: :~-..~:' ..... .....:;;; :~~ ~".~::::;::" ";:'==::C:'::::;;::::=:'=-::-. ,~ =:':'-:~:::::::. '::::..: ;:::;=; '. "--ro,~- ~ ",> t.! ' ; .':': ~,.- .', ':",.. \,....... t... :..i:.'f j.::~, ~~E. , .i :':Il'-.1 I.:::' ....;:' 'U'_,.,' r::.. ;7;: ~~' ~:~~; L,i ~':.: F" ;... ~l~.~ r..:P.'iCT 1..,O,,:,:E3'.! _f.';(': \..~.. L' } ;-;;.\: r.:-' ;-;~.. i :';'i~: ~ '.~i(~. ("1="...; '.I\~.' . L(,: ~T.ET F'TF E DI';:,;:-':Ei"E:-:;::: t-~ P.l\}~ ';: t-E:: ::::; ,'\ -, 'i.' , ,)'. '....,....'. ! / b'S-:~ t.I-::. -~ ;:; ) "! ~. '" W'__,' -']:7' <>':~\ ) ):::-q~j~.:,2) ~i_ ~_ ; '= :' '-t'.... ~:- : I"'~ j . !,,-!C\ - ~::5 ~ ;::: Ci; ;~~ .:.~ " L~ , t~8::;::- ,-:;-=~. ::: == :.--:;:~ :.=- ~;:::; ;-::=:~. ......_;.....:.::;. :::::::::::;. ~;:- ~~-'= :-,~y~. ".-, ,'" If. ~ i." , (~1 ::::. :'j(; :1 ,.......1 -;-...[' :-.:'L ~~Ji"., ~ i '. ..- -. .".' .'- ..... .J::.=.";;'..) ...... ;. ;= ::::' ;:;;: ;:. : .. . -~ ~::. :~:.:: ::,. F::-\..C'..: ..-F:'JC;E:~.;S ;-'.}'JDE "II") hj;:-;-;::,~:. .._ _, =. _n ....... ._", _...::' --= ;::., ==" ~-:.:::.~ :~..~::: == =.;;;~ ;...::' ,')~') "-:::;-r;:';:E,::'! !',lC'i);;.:. .";..-.-...-., ;'~:j ., (, '. Fl':;,l~."l(: (.tnC. Fi__~_~')i:'~: T'~ i~' l-.l ;...;...-" ,..;.; :..! Pin 'f'''i' .. !'.' !t:~ -, \\ft. I ... . 1 ~ ~ ~ ~ I~ $ ~ ~u I~~~ 4 1 -J~~ 1 ~~h. ZIJ..~ ;:Z~ /-.o~ I 6 ~ ~ O...J~ 1 -J:J '-1 ou.., a::...J.... ~ <l .... ~u 'I -l. 0 k Q 0 l.. o~~ I . ~ ~ dS '1 I 0 ~ ~ 1&..0", 1 ol:t Q::Q:fi.J ~ 1 ~ ~ u I 3 II: a.. I I 1 I I .- : i7i ~I ~ o <<'I d z - . .. ~ lfl ~, I I "'. "' ~~ ID I <01, " ~': '<1;' ~: 1-;: , I ~ J:l PLATE 0-2 " ~ ~ PI,74 I .. ~ <:) .. c ~ l> ~ (/) , ~ ~ \.:J II: ~ '0 i ct ~ 1 :E 1 LtJ 'l; "( 1 II: ~ ...J I 'l; 1 1:: ~ I ... .. ~ ~ CI "- L,~~ l. - II'- ... Il- II- ..... - . ~ . .. W <t- "' ^J \J"- " :::: . .... -.; . u ...! ...!-'" _ <S:l ~ . co ~ r.J . "'" 0 ~ :.> 2 ...... .....:. ~ 0'" " "- VI 0 R ~ ~ ~ ~I~ ~ ~ ~ JII.. "" , lfl \,., 0 ~ -d-oo 0 iJ > lL I \-) ~ ~ I .....;~ <l II.. "- Z I)- ~~ i ::l ~ ~~... . oJ I ~::: - ~ ......t :; ~ ~ r~ ~~ ! ~~ ~ ~~ ~ 0 ~ ~\O .. oj o \; '" I,,) '>! <\l 0..:. iI rJ~Oj ~ ~ ~j .&l CJlfl ;) .... ,.J II.. t"l \ - ~ ~ loIu - " . IV) '" .... ...., .... \I' ~ l>l II: ~~~ I&. o III ~t; t; Xl 411.. ...; <xl Lj ~ <x) .... u ~ '" 0 -' "'" ~ 0 .. ~ Oil I' 00 0;)00 " u ;) () Q <5 <) o <i ...J J! ~"'O ~ cJ).., ... 0 -....... .,.J.... O'l - VI 5 N t'oj N IV\ M\Yl ~ . !::'~~ ..... ~~ . ... ~ <l t l\'}.f..j t'.1 ~..., ~ .J -.J .J .1 J ..J - " tIS i ~ ~ ~ ~ ~ ~ ~ Do t ~ ~ ~ .... ~ -.!! '" " <l: ~ 't ~ - .. '<.! ~ > ~ ~l~ ';; ~~ ~ ~ Q. <:l. V :::! l&l 'V .., (!)ct <l: LtJ rJ "l ~ ,J ::2 ~ ~ ~ II: "' "' -... ..... \,ot <l: ct \ I \ ~ II: Cl... ll:..ll.... ~ ~ ~ 0 .. , (! ... I : ... o .. - .. ~ .. u I ~ ~ ~ ~ 'j u u ~~~ ~, I Iii \t1; .9 ~ -z.o~ ./.. xI I 0 0 ...-1'~ --l :e 'I. <(0:: I ~l!" <( ~ 2: ~ '-<.i U I - ~ z ~ ~ VI 1&.1 o ...J V1 & I --l::>~ 1&.1 o U"" IE 0:: ...J..., '"" Q<t'O:\: ~U I -l..oh. OO"-lJ I O~ ~ ~UJ~ :e'1 I cas...J <t ' q) OZ~" IL 0 ~, " I - I-.t o ~ ~ a:o::'i-l ~~ I ~'~ l- t) I I&l ::;! , 0 0' '1 0:: I ll. V ~ I ~ I I I I ... I .fii ~I - o ,I d z - .. .. oS: en ""', ~, . I ~~ 'Ie ~... I ...,. <::II ~': 'l:::1 l.!l' I . I 11: ,.. .0 PLATE 0-2 p, ~ q ,., ~ l., 1f 175 ~ ~, \: S I~ en ~ ~ :lll: 'V 0:: ~ ''t 'l::: ct ~ '" ~ '" . I&l ~ "t ,. .J .., ~ 0:: ~ ~ ~ K .... , , t; ~ ~ \J !.., / I- <iJ ... W "" .,- ~ ... ..... -..: I- ! , I'" h , t:,: 0 :::I' , , !' ..,:' 0 ~ ~ .J,"" VJ III I ~ > A- I <> '"" 0 ..... z ~ ") I ~ I ,J. ~ ~ " , ~ , '" oJ ~ 01/1 ...) a ~.1 '"" l' ~ I loIu r' -.l ,!:;! , r 011I ~ " J 4'"" l' ..... u " ~ rJ 0 0 u ... ~ <Sl ~ ~ is i J! ~ <r- ~ l.- -, ..... M , , .! <"l I'l '" 1.:.. .' . \.. ~ ~ "\"'. .. 0 4 tl 4 N\ "" "l: .. ~ c .J oJ III I "l: ~ '<I 'l! < _ 8- " ." , .... j.. <:! -'ii ~ ~ & o > 1Il .. I~ ~ 0 \J W ~ (!)ct <t ctw ~ ~ ,~ 0:: -\... c:tct ~ ~ L, '\~ ,0:: 0 .... I "- , I I I, S ... I I I I I I . . I . ,.. .0 '( t -1=- ~ ~ It IJ=-J _.!-'- L Ii-+.- : ~ I' -1-+- r ~_c E ---;-- f-- I , . I~~~ .' .r=:~ L- Ct,iq;kEb lcl0uk. ;uJi ~.' ~~l~J~-i;;-}l. i -/10 ~~ ~-f--lnJ-LH-!+_L L.J--~-++_.L-++-bH I I I -+-r'- j-!-LQJ~-l---i ~L~.-2,Lj -._~_j+-tHiL-i . a~/ol- i '" J d/ l\ IL_~---L_LLJ Li~,_..' _J_+-1 L I I -L. i I I. I I , 'I I , II I! r I , I t--t---. .1_ I ~-1._' f~~;-1jl-8.... u"J_ L'r --l--.~L-~.-! /0,'- . I 1/ I : I :. :! I I . /~ '" I ' ~ I. , ' 1 I I ' t i I I I ' 1 t-- 'j: -+ .:n ~= 'I-j~~ -. t-t L-+1- ii'! i:: I 3. J , ~~r i~~Lti~i~l-' -=T+' ~ 1- +r~I-='- ~- ~~1 Xl . IT- ;-\---4---- -;it--,- in.-; .:.+-..-- I -+-t--J--r 1Jl1-- L~-+~~.j-::L&L~"~ t! aa,.~(lr...,..! _L~d-- 1'Z 2l.j-T~LrQ~ 3,/111 r~l. ~o. F /r..i8 l- -- I _L.1. L c_ "'__ _. ! _ _ _ lOl"oJ 11.=-1- 1 . I.J :1;31 II . I 'i I' I I I I I I I -j i i--:~ . -l--1-'-' .. ---j---+'-I- -1-1 j-r- i--[ I iJ;;,: //,8 - 111---::-- . - ... ... -~-. '-', 'Uj--T-r"--,-c , I! I ' ----~- ~L J. ---:---. .c.~ -- -- _ u -:-I~~~-:~ 1- -4--J i 1 ~ I I.J..L :-e___ __n____. I . ~___L~:.. -~-. u-c-~ 11 l i 1_ !-- -_.-~. -- .-- .. .m_--_.-T.~._- ! . .;- " ... -T --: I !\ \ L'-- . .- --..... _. ',n. rnu.-'.---.--.--+ _----1---'-...L I . ;_ \-- .~_______,_~__ ._ i: .! i ill I' '. .' - - - - U -. __un . l-:--c--~-t i ; +-r-:--;I;;'--i+, ! I I , ,.' ::! ill \'. \' 14 H+~-~---~-----_: ~. .._._;m+__~_;=_~_;- ~-~'--,-' i 1::-11'-1 , . 1 I Iii ~: ~k4RUD'N-&-StDJ.. ~-OVI"'~NC'N~ .. ft ,~ "11 r"7rOl,r-'r- 11- _. M "'AI~"T' I ,'-Y:9fj tt!t~ ~-tH~-'-tIDY+ ct~ I' ~ Wf.olll~~...k(1Sif r Te.- I 1 1 : 1 .1 1 I , I 1 1 1 . ! I :";>']~ . . 'AT J BOO. -. .0 ~ . I HK' S E OF 3-1- I I I ....~.E I... I b-b~1t i 1 n- I I I I ,J- . .r t"") ,..., ();:) , I <!:. il" ~ ~ ....,.l? 1f77 hI ~ ~ . i::: ~ ... o q ~ ~ :It' ~ ~ ~ ; ~ ~ ~ LLI ,,~ ~ -J ..J ~ ~ 'l: ... _ ~ I ~ ~ '~ ~ ~ I- '~ ~ '-!~~~ w " ~ ~-::"''''> / ........ ........ ................ . I' I ~ z ,~'", .....- ~ - .. Q ~ ~ . 2 ~ " <;$<SI...~! . << 0 0 '0 0 .JI-c 0 "'f'I'~ I&. -l NM~ >~ I ';D\..~ I&. I .,,; ~ " ~ ~.,. ~> -J" _ I ~"; ~Io ~':l hi 1~~ ,~~I~;~::; Ul ~~ ~ ~ ~ ~ , r 3 <J3 I\~ \~I\~ m to I~ Ie,'\ e,I"" .:, <lo ..J !l' -",..... l' ..... OUl l' M Ctll'....v k. ' " ... . - "'ul N 11' N"'V['t , ... IYI ~ '? (lUll .J 0- (ONtO I&. l' "" 0 <'l .-,j ~u oJ ..:. "' '" ~ ..... u- ....... --.....:: .......... l"1 M N<t/"'lO U 00 ~ _~m~ ~ l:) ~<S<)~ ~ ~ ~ ~ro~~ _, l") ~ "'-I N .... Il'- .! ~ IV) "'("!MN : d ~ ~~\~, <t" YI N :SQ.J"" :l '~ ~ ~ ';f ~ ~ .. J ,.,).), c .) q,; <:\.'l;" dll '" 'll ''<l~'(~ ... lI( t:: ~ ;:l ,;) ,"" -.i K "I~f'-f'- '0" S: ~ \~<t:::"t Ul : ~ ~ ,,~~~ c '~ <:; \J <:.::). c:3 \j LLI ~ ~ <t <t " .- 0_ ZLLl 0: f' ,ci..;~,j.J a~ .... 'I -f...! ~ ~ ~ . "I '\.. S'................. o ,,- ~ I ~ ~o I~ : ~ , 0 .. ~ -... I g ~ ~ ~! 2 Ii> ~ I t~o ~ "'ZO~ -: I -9~~ () Q I ~ ~ <3 <) v :Z:lL..h. " ~ Z ~ ""-. 0 ~ >- _ ,- u >- ..., l'.. Z t!) C::( a.J I o-.J~:l -l ::> ~ (I o u .... a.J O::-.JL :: D<(",- I .cu~ \ -L. ~ o "'l lD Qo~ " I o~t:: ~ ~ w ~ ~ ::E..., I dS-.J~ ~ 0<( '" Z"" " L&.. 0 ~ \JæI o~ "- Q:~'iJ"" ~ 'l:) I ~ ~ I\! It; I<.J LLI --. , ::::. o I ~ .J . a.. ~ '1 I ~ ~ PLATE 0-2 ~ I I I I - i ~ Ul ~I - o ~I d z - .. .. oS: (/j 'C I I 'fl. I "'. . ~S ~ "ID ... I I I . ~.I I ",' . ~: . "l:' I '!I' I . I ,-" I '7, . ,. ,. J:l J:l I I I L' -I -) It ~ : _f_L I I ~-"-'I' I :. i ,!EE .' '-J- r--T-::-r:-~n, --~--1 .q_ ~ ~.cof'li!J/NL/) FLOW JEaLe : A/(.!II !f'-j;7~!,P-:~8J ;'o(J :.y~ IL---L !_.J_Jm.l_l_ -'._J___LJ__LJ~nLJ_L I _l_LJ I I i ! , , I , I I ' I I Ii; , ' I I --T I I I I I I I li--r- ~~~~I/Oo;:m-r~-12.. F'i--tnl-~---t-+- +-V~fl'r:=,F'? l i I ---r- J_-c---L.. I ~. L+-.~-;'--'----!---;--+--4-+---L1 t I, ! I' !' ,I I ' ; 17: i i 1=' , :s-: : : I I i 7::! = I I , ! ~R1JtJ~D;,'7-j~:'~.;-~=-LT-l~t~'Dot C~08T ; ,++ 1-'1--A-,;"t :~T-: -'ri i --rj- -:j--r~/"~ -- -- -Tr-t1u It-111~-.t-i-'-Ti-+-+-l' i--l-t-f--r--r JI I aii I:~ ~d-;t_~:~~-/~'-7-L: ~f-.1~:if'j(~~~::? J~r-~__j_~J_-t izLe::y 'I I leo I I : I 'JI' 1/00 I I I I I . -+ L : I , i -'--~ +-'_! .' -- ,.?.4-I:!. r .j--I- r--- '-'--+-ti I _--h-- ~_-1___ --~- -! __L - - - - ~ I _ ~_ ~1 i _1 -_~ J---~---~~--_1--- .1. --L !__Ln~__.__':n ____1__1.. .._ ~; LJ liL_J:; i/",:~ i a1 Ii: I 1 I I : I~d i I Iii _.:..___~. _ :._ _~_-L_.__!_ _.__~ __ _ ________ __ __ ____ I J __ _:_ u_ __; _ ._ u__L___.__ I I t-.~_. I l_-_t 1 ! , I~-i= . I 'I I I I I 1.."1-] . E.s~~JsR ~D,~l-s I:oJe , ~ ::~~~O~1~Js T I fA b.. 171 In.{Jr..6J,. I . .... r'T I I I I I I. ~IJR/)t.06-+Y+:9T--VfJi"1 I _L~ I I I I I I ttof1~lNflJI 4~~ 1/\ r-117 1- Pi/.6i I I I I j I I I I I I I I I I~ I I 1 1"'18- t..:. D T " J S NO.. IV'! TJ 'J/T"" I .. ,l)-f-N );- JS~ I HK" B ,~~ 1- !, . E O~ I I -.C;:.E I I 1.__ , S TiJ ,ev.., I I I , -. .__________...__..__ _ __.J. __ _______~~_: I I I i' i I' I i,l ..-. m - -T---'~,~ \ \ \ -+ - -~~-r~-i-.;--T-.l- 1- ! I . i I ../). I i i I 1\ I I I 1_ , i -_._-------_._~--- - , :__~__,__._____ ____J.___._ _____ ___ 'I ' +---'1 ~ ---- I , I I I I I I I ... I ~ ~ ~ I u I ~w~ ~ ge~ Ili~ ~ I ~ -l ~ Q I <l: a::: <:( =>f2 ~ "'- "z...... 'I L.,o~ >-...,~ ' " <t '" O...J~ I 5G'-lJ O::...JL . a _ -I >-......., -r::U"'l: I, ~g" O~~ .~~ ca ..., ...J <t Oz . II..Q~ O~ ct:a:::"\J ~ c:::l: I I I I, i s; III ~I - o .q-\ d z .. .. .. oS: III ~ U 1&1 "") o IX a. l.,1 ~I ,I ~~ ""I" 'I .:,1 C).I ~I )0' "1;"' ~: . 1-7: ... .0 ~ " Q ~ <:> ...., '-J ~ IQ " I-t I:\{ ~ ~ ~ o .v, <::l ~ ... U Z I&l :;) (3 I&l a: II- ~ <:> ~ .... I , I ~ ... , I I I I I I I I I ... .0 ... .. ... u .. .c U PLATE 0-2 "" I I P 1j7~ ~ ~ en IJ ~ IX ~ <l: :IE ~ 1&1 .J IX * ~ '. .... ~ , ~ , - I- ~.." ..: r1 W ........ I ~ I-! - / . 0 ~ .... .. ) 2 "-I o 0 (::. ..= ....t '" .Jil- l' '? ~ . I": III " ,. l1. ... 0 11-' .... Z S)- ) I i I ?::- ~ I' ",-" - ~~ I' ~ ~~ >01. ~ , ttlg " -..,) oJ (3C1l ..) ~j I&. loIu ~ N (fell -.) ~ -.) <III- .'l:l It" u .... .., 0 ~ co u <:l c:::; l! - J. rJ c.r -...... M N .! . ~ ~ .. ct b ..., Il5 ct - oJ C ~ ell I ~ .. - ~ ~ - - .. ~ o ,. ........ III .. <:::l 0 1&1 C!)<l: ~ <l:1&I "'1 ~IX 'f ~ \~ <l:ct Q... ~ lr 0 I I I I I I I I I I I I I I I I ~ J: Ii ~~ Ifu\J)8 L~?i I I I I I \I'" '{; ~ ~ -l ::E 9 >- <l: a: ~ :::l 0 I Cl ZLL......O <l: \J" ~z~ A<.. 0 l:\( )- >-L-h: U t!> !;;< Z o .... l:::1 I&J -l-l~ :;) 0::1 0 U I&J a:-1L IE Q<(I' IL. 2::u~ -L, 1..1..I Qg~ (.) :I: "1 ;}:J ~I-~ I' ~~ '-<J II ::E ~ \.; ca ...., ll(. -1""t (.) <( .,J b..~~ C> (.) - ""< \I) ~ 0:: a: rtJ \J ~.......... c::::i "" CQ to- " o h, ~ ~ o II: Q,.':::! C) .., q ~ . i ~ ~I - o ~, d Z - . .. .I: Ul PLATE, 0-2 .., 1_ .,..,,, '''--'' ' ~ r,;; ..., ~ i ~ III ~ ~ ~ ~ i- i:: 10 ~ 0 r:' ~ S ~ ~ ~ CI) , ~ .~ ~ ~" .~ '...i '\.~ ':l ~ ~ :'l< ~ ~ ~ .~ ~ ~ ~ 2 ~ ~ ~ ~ 't '\) UI "" '<J '<l a:.J " .J ~ .J ~ '" ~ ~ ~ ~ q;o ~ ~ ~ ~ ~ ~ , ' ,t , 0 ~ ~ ~ ~ ~ \l ~ ~~~ ~~~ ~~ ~~ ~~ ~e O~M Q":~ ~. M:r ~. ~'<f w ,,,,, ......~~ ~~ ""~ .......~............... . --'.... ~ ..-' ,.J rJrJ .J ~:!:~,,!<l) o""~ 'C' 0- ~" ~ . 2()O-..;. ,<)~ -.:: ~ '-.:: <:> ...=oe,~ oo~ 0 ~ <;>g o. .J IL. Ii N ();) I~ ~ ~ I" e -<i . ,... r') .~ I >11I o,~ ()<IJ \" 0 I"" 0 ~ I:: 11:)" ~l" \? 05 rv)....,:; ~ ~ 3't n ~^ ~.)- J'?; -:?-. ~ ~ \ I~~ ~ ~~ = n ~ ~ I h ~~ ~ in ~ ~ ~~ ~ ~ ~ ~ ~ ~ {~ .... ~ \~\~ 8\~\~ O\~ \~ Q\~ \~ ~ J ~'f6~~~ N~~~\ ~~~ ~'\ ~~~. c,,{ ~ ~~~ I'~~ N ~- ~ ~~ 011I l'"\tXl<lo r-Il':~ ~'t .3 :=rol ..1:~A IL. -...: 0- . '" tl'" '-.:l ,., ~- V N.J .. U ~ N I") ~ 1'1 ") ~ ~ ~~.~ l.:j::::: ~ ~ ~Jv I'~o ~~ - ~~ - oltl . \,,0- 1':---'" t$>\;, \..., ...,..j ~ 4~~\)<:::: 1'1::::-.5 ;:2;...s ~--i ~I:;-...)~ ~~~ ~~n ~~ 0 ~o 0 u ~~ro ~~~ ~~~,~ oo~ -~~ ~~~ Q~~ ~~ ~~ ~~ ~~ J!'--r:-:l: ~\-'ca> \.,q: I(JcO .J- '<.l"" _..... ~ "'. _ "'l "! ~ 0 I,J ~ -, <r- ~ "'? .! tv) IV) N to CY) lV) "l M "'1"\1 \"l N '-j N .-~,.J -.!\r'O ",;-$ 'l:J::: 0" ~I' <! L-,v-<>o [' "r- rol'" "let:) "1.,1 <t- ~...,;M~ r-;~N ~,.;j~..:i "jN"'l:r'"'l .. _ ' .J c oJ .J oJ ,'J ~ .J ..J ell I ~ ~ ~ ~ ~ ~ ~ ~.~ t~o:-'> ~:, ~: ~h kK'~ ;. i;: ~. ~ ~ ~ ~ ~ 'll~' Ul=~ ~ ~ <;>~ ~~ ~~ 0"", <::l <l "'\J <i\l u\l ~ UI ~ ~ C,!) <[ 0 n 'II- ' I <[Ulo:::<f'-<') ......,.Jl'1 "I''''' --'\., CI..~ ~a::,.j,.j, ""l'")0') ,..)rJ c:t'l' :3",,-1-7 ~ <[ <l <t " ~ ~ ~ { ~. + Cl.. . cl cL ~ \... ,<J " o ~ I i~ q Q, ... . - .., o . - ~ :> U 2 . o .c: U U L,I ~. . I ~~ IJc ::::!t<> I .;,1 ~.I ~: 1 ~: , -, 1-]. ,.. J:> 1 I I ~ t<> I . I I . . I I . . ,.. J:> {- q' aD I , . Ir~~,~ /\ . V' -::. .. ~o a,- 3 ',8.4-:,7-: ,IS. .4-t(~). -+' . . . 3.06 : : -. ! i ., i i -~-----;._-~---'----i-----,---r- - .-- _u I: ~: . - ---- ----~--- - - ~ -1---- 3 ;:_ e ;"'(<.. <; ,n) - _"\ a,.' = :'9 t" .4-c. -~/~T , 3.08 __ ,-,or;. _':..,/,3J(. . loa ;__+___n~__' - ,--- - Xz,,~ ) ! I -. - --------1- --i .--. /:0'. t- ; I I I 1'1 I i I I I " i -f~=I-J EstE~RpD,~l-s+~~E' . II:: ~ ~~N~~EERS---LLLL iil//lD. ~.--tA k.f~-kf~b'~ii=--.fjJ,Z;; 'F, 7~ .1I--1:j)~{l6jo4Y+-~T1I4'Y--l I I I I u-lrJch; '5 di?;;#7JmlLJj~d-,qf+IA'<d--j,;-+'p-i-3~ : , I I , I I I , I' I , T I , J-~4+U---..L~--1- -~-ll..J..J.J C~,A11 /NMl !FL()W L f~~ . (JR{IJL.S . if-,~,[l(ld~ 4- ! /~ 'lie I '111 I-E+ L-I-11 ' I a j70 Ij'~ 103 0' _ ----Lf-- e.. 'D( = /.1.. Z. 1----- I ~I u":" J:t8 I . : I 7 = ~LJ? i -of 1 I :zt-r~r-=-l' J 8' I I I I I -\ I D -,:-t 1,-- r--tkof- j -" ~ -- j"l7:8 i--, -1--r : - 1--; - j..z.;i,o~ ": ' r'---r ~-1.t' '!---+ -,..: __i, ~- ~ ~--!---LL--I-':- -:- ,-+---t--i--t I ,- - i--l-++-!--'~ --i-' j --j" :n uL -'j --', + -r - ; ~ -II-~-+" J -- I I -ml'-; --i---j la-j---i-i-'i-):-+-+~i-j T' i1z;!a;y;- : ' '" lid. II _,-...L j---j-.A2.Pr----j--'O.... . ,.~, . t, nl_. L:..., A,aQ" .-,"", - ,;,---,.L..C'->L--,--A--z.M~"-"-l -~--~ L I I' 'rO . /00 I I /6cJ ~ - r ~ . I : I I I I - I i Ie}) .. "L_, _~ _" ~ . I,..i :I8/0d: _ j I j __ ,: ___L,~ ._J__ __.,Z'-1'11 . ,.J._ _~--,. .',' t 'I 1 " i." " ill, I , ' ! I i I 'I . I : . I . :: L- i I ! ! ! '! lit I , ;'-r ;'----;-;--; ,. ;--1' -, , --, ;-,.- "T--; --r ;-~--'!-r-T--T' I. '4- ,-1-" +----+- ,:.' _u~u;"j_ +--- "--i---;,-+-<-+l1oa'r~"'T-' i 8 I .u--k;'" l+~__ ____.___'u_, L ___+_1.._1_ -;--i--L-..;-J1 '+----;-----;1-- I ' ,---1 ~ - :----+ ------ -1' .- - ________u__!-_~u. - - - j ~---.t-~--+~~--~---~---T---~ I _J~ 1_ + j -- ,___+__+_..,L_,_~,__L -~- ,'.. , -----,,,. ,- ...lj: __+_.j_~,~_~_L+__~,__L....~ -..--+-- ~.-'-i--__L.~_---~ -- --...- .- ,-- ~--~--+--t--~---- ---t---~-~--~ I , I 1 . I ! ., '_, .._____.. _ ' ,~ !, i ' I I ' : , · I j, _____ I ; +-__ _ , ! n _ _ _ ___ _! I! .. _ r , ! i. _._- -------- I . , I I I ," , i : ! m___~-" ~.,--- i I - -. - - .----- I _ .. , .. __ ,..,j ..__..1.._1.. , I! , , 'u_, ';----~--T , , I I .- - - - ----- -.. - -- --- -.- ----------.--------;- ! I I : 'IB? - ,,It-' h :- D T """, J B N - BnHK' SEET ' 0.. j ~.~.. o ~. \'3 Ii I J-- ~- .,J' T7J) Ie 'If , I,T .. 1--':" I .~ ._'= [--'C-- : ! I ___:._-L_._; --- -,---- ,-,-, ~_.:... I I -~-_______r__.--:- , .-. ---------- . , i 1:P ,---,~- -~..:.... , . I \ ---.------- \ -----:1.- I I I I I I I I I I 1('1 ~ - ~ ~~ I h8 "Z ~4 I I I I I I I ~ - ~ 6~ -:z ~I o -l~<1 <( a::: . ~rr" <( -.:;::z\j ~ /-..o~u - r.... z >-- !:; r--- .... l!) .......:, ~ o..J~ 0 -l::>,,-, .... o U II: O::..Jk, ... ~<(~ ~u:". -L. 4J Qg~ O:J:'-j ~~4.l ~lLJ~ ~'-1 dS..J"l;: <( o z ' ~ I&.O~ il;) 01-:: " <( . a: a::: "\J ~ ~ ~ ~ '-IJ ... ~ u ~ ;::! o 0 a: "1 a. <::l ~ .. i ~ ~l - o ~I d z - . .. .<:. Ul PLATE 0-2 -pl.! ~ M --~ .-.. i . ~ fftt Z,r~ en ~ ~ ,II;, a: ~ ct ~ :IE . ll:;: l&.I ..J a: ... ):: ~ ~ ~ ... "J-~ t> 0-. .... W 0 ~ -...:. M . ' , , , I . ..... "...z '-'Il-~ I _ 00 ~ _ 2 '-..::.()";' ~ . OOO~ ~ .J ... .J <l) '" l.;. ... 4 '''I '" ... Ul 1- ~ > IL 0 1 v- Cl 0 II. I ...s " ~ .!:. z ~ 2 ~~ J ti I~J~" ~. l)l H \C ~" ~\~\~\';: '!>J. ~ ~ ~~ ~\ 3\ ~ OUl i-J\2S'(ilJ ... IS;? N Vi ~ loIu o--NM~ o Ul .-l l"l ~ ,.,.., ... ~.... ".00 <3 u ...,...;; ~ . 'r......~ac ~"'"I"'I"" u <:0 6i) <0 ($) <5 -0 (5 c5 J! 2v-\.,~ _...... ": N _ ~: c t\j<vl~l'l . -.) 00'-' "" <l b M ...,) (" ." <l t<l~~"" 'l: .J lIS I ~ ~ " - -.!l ~... :: "0 ~ ~ ... Ul. ~ o <;) l&.I (!)<( <( ZW "r--cPcI' Cia: "'1<"1....."'1 a: <( ,,! . · , o "-..ll..Cl...'-.' .1- \If'''- I r, ... . - ... .. . - ... :> .. ~ . " .0: U U L,I ::xlI ,I ~~ 'IC ~\O I . I (g,. ~. )-., ~I \.'), I . l-i: ,.. .J:> I I I E ... I I I I I I I I I I ,.. .J:> ~ U I&l .., o a:: a.. >- ?l ~ d -1::E ~ I ~ a:: ~ c ::If;> 0 z....'2_ ~ - -s:: z .1l >- ~~ 0 \XI u - z >- I;; -r IU t!)..... N :::I o ...J t: (7 -1....." IU 0"'" \J a: n:: ~ .... ~ <( rJ :I:U,- j Q Cl :, o '-' OJ: 1 I- - .w;;; ::E"1 clS...J <( o z ~') 1&..01.1' o ~ = a: a:: I,: 4. .. i I: 1fI ('(II - o -1 d z - . .. ,s; t/l PLATE 0-2'7~.. i~ ~. I "_ ~ ), I ~,<(, -" '\f ;~I - - \~:It :, 11 . Pli~ CJ " -ll III . , ",. ~ ~ 0 ~ ~ ~ U o ~ u u ~ ~ ~ II> C r \l.i " ~i a:: -:r ~ ~ ~ e~ cl ~ l- e[ \\ - ~- n - 1'\ "' .' "'" -.! 'I . l.. '2 o~ .J 0 I.i. I&l -< (j V ~v <l '" '-' a:: ~~ ..ll ~ r,() -;:: C" u. 0 dl r,:~ -2 ~ ~ - - i;j:"" ..:: -<! (' to- ~ \.' ~ '<f ~ ~ ~O "': ~ W - N r - '" .s -- - C" _ _ _ ;.._ \".) ~ I - _ , . - j ~ 1 I- ~ '. u 0 '. ,J ,<: <0 2 <J 0 -.;l- ~ '" '" ..;. ..;. o 9 0 r 0 9, () (' ~ .-: \~ <(J '-''' ;0 'J) dJ ~ 'f' .... - '" ~ \.~ c:o ~ ....: r--- 1fI .s, ,"", i;j ,) -..'l \(' ~. <:-J > ~ "" . - .... C" ,-l ", -:: '" r--- 'S' Z \0 \-<s' \Ie -i '6 ".~ ~ q~ _ \.\ s.;; ~~ ~~ t"- - t<' ':>,1.... ..:: ....\v :--..) t'-l - ~ :>\' ;c" >~\ >r- ,:>-IX ~. ~ q ~ ~ ~ ~ ~ d ill ()Go G Cl C> Q<:) ,.. '" '.f' ,,~ \f' <<: ~i- - ~ u:.' ~--' q <:--.l v: ~: (7 1fI ..' r ~. . ~'f' _ ... 0 ~ '" <l ....... '" '" ,,~'" ~6l ~ ,;~ <;-l ~(j) - ~ '" '" .. (.J - - - Il ,--- I;:,' " (7 III \f' .05, -<r a '<!' <:--l ~ CJ <::! <S.... '" ,. <;l ..5 ....:. <<' <:) l- ~ (.J - - ~ r r ~ ~ ~ ~ (.J ": ~ 0') oil ~ ':s:. \J. l., '" C () (, C <l V J! '0 r <0 <!:l>f'r- ,.j _..... \.' ~ _ r, "": ~ ~ \!' c """ ~ '--' .<;:-> <<' 0;:(' t\' . ~ . ",\ cD tl .'" - "," <~'-'..)-.) <l: b \," '-" r- Cl~ G ~ (-<' '" t>') II <l: .. ~ '5 ~ / < .-r c ':t - - ~ < ..... ell I ,0 ::f f S'j " --- _ .t u 8 <:l ~ &; =. '?, ~\\~ _ u I I I I ~\-.l o ,. ..r..f' ,~ III ~ P. \-'- cQ (0 rS) ill ~ ~ 1- ~ ~ I&l ~..Si 3u'\ we[ uc.. / ~ l.l.() e[ I&l <I., <l. <[ ~ <.J <l "- <l '2 ~ Z a:: f' - \. .; , '" '<:i ~ \I' a I' ~e[ ~ ~ <c <i <[ 4. ~ <[ ~ U (j \i t' o ~--' ... . - ... o . - ... :0 U 2 . o .6:. (.J (.J . I ~. . ~~~ () Ie IC ,.,e<> I . · I .. . . . . . I I \(\. . <. . <. I . , . . ,. ,. .0 .0 --1~ ~o:: ~f2 z ~ --=::z """0 st:t O...J --I::::> ~~ 0<[ ru I: c Co O:I: .~ ~ ds...J .<[ Oz 1&.0 Ol=( 0:0:: .. I ",I - " <:" , d z - . .. ~ (/) l- e.,) 1&.1 .., o a: c.. \.:1 ~ .:2\ ~ .j I I d\' I ~. . <S'~S ...... , I , . .1 I . I -.(\. . ~I I · . I . , I . ,.. ,.. LJ LJ ... : ... .. . - ... :> .. !:! . " .II: U U >- ~ ~ ,~ ~ -; III <r ~ I$) ~ i ~ ~ ~ ~ ::l o ,J ~ '" ;j " J S. -- PLATE 0-2 ,- ':l- ,_ I- ,j I-' ~., \ \") .... ::+ " . . \,: .'0 \) -ll ..., . \fI '. PI8 "t ,,1 '- ,,"" . \Il,. V \1 f{\ 'lI 11" \'t v'l <Q ::\l:~ ", <:,; ~ ,', 'll I!I~ ~\Q'" ~r... ~ '1i ( c "" ~V \l~\)S cJ~'Q '-l~:;~ ( a: cl ~ r <r .~ '" n e~ q~\l 'j.1J ( <[ ~ \!. ,,~ ~I " ~~~< ~lt~' IJ~ I ::IE <;cl t. . L e\r '\ "'''' '- ~ IlJ ~ ~ " , 1&.1 Il) C>l <U It) \\: t? \4 '" t>l" ' a: ~ L ,~. '\J \l\\i'S~ Il~ tl~ ' ,\. ~: "U Nij . ~\9:.I~' ~\J\J \11J~ I ill -.::r I"- . Q . .)., h Q . ~".. u.\ \) "\) 'v' ~N ~H ~ ..-;:. \"; <i.,j ! \f' \'~ ,"" g "'.... l'.I..... , ,. ~"\ ->- ".\.~ I' - 0 ,. ......... - - ~ ,- : /? ~ u_ ~ 'Sf JO t<\ '>t (\ ~e ~ ~ r - r - ,-- - - ~ ' I Z ('- ~ Clfl I'()~' I- _ \' . '.' . \l: 2"':' "'''' '" '-'it ~i "" r () 0 f'\ () I ~ . ~ \ 'J I) <:l "" .JI-" ,,' y\.J' r f')<) I~' ~ "- ~ ,-' ,,'\ r \ '0 f""-. ~1 i ....... ~'- .. 1; '^ ~ <) > (/) <<' ~ <Jj ~~ .s":' ~S ~"t <S~ ~~ \ill) ~ ~ r- ~ "" ~ ~ ~ C' ~'" f>.N I!..~ i!, N f),'N< Z ,. cl)r\ l-<1l~>lldl~ -91.-.9.,,; S! ;;,,; [;r-0,1 I\l\.r ~ ~!;.f ~ -l!!. ,~~ ~ .","" ,\~, 1','\ 'l(\ \Xl "''\ \liS '" !';) u ;;.. ~. J..:J >1" t' ,.... >- ~ l' t' t..::: ~ ~ 1Il ,) \jl r-- \j\ ~ ~ \", ~ ~ ::!:! ""~) ~ S...,J-- t[l\j)\n;F;\n ,"'",1.0 r _......K'\ ta MIC\I'O - ~ q a <> <> '8 ~ \ ~~ a ii c cO l:S~~ci~ +"''''0 o (/) :;:s- Q 0 ~ ~ -: ~f) ~~~ .~ ~ 1~ ~ ~~ ~ ... '" c'.'- ",..r, cSJ ..9 ~~,;~ '& \f" ~\{'l ~ illl I" .. u ~,_ '" \.)J - <-' Il. l'Ju ~ - \I: '" ..... o ell ..~ ,,,, () I 'Sl ~I r ..... _r q'....l ~ .t!,) cS '" <':)" rt\ () : <S) -.3 ~ \J"";" ~ <s\ o .~ '..J \,,}.J ,-"'- _ l-..- ".:l-......- ~~;~ C\ cJ\ '") ~J6:' \'Q~ &i q:) l'--- ~," 'J) ciJ L- "-.. <S:o <S:\ dl OJ - III (:Q u '- <: Cl 0 u C (, ~ 0 ci - ~ '" l! :c '\ ?1 \(' ~ ) <'! 8 <<'II\.{\ <S\ C() l' _, - "'! <:n ~ "<;'. ~ v ~ - ~ Ir\ c ;.::' ~0 \'i'\ ~ \\;." "..... ~ N N ~'\ - ~ "'" : .:;, '" .s ",,\ ,\ (J - '0- ~ Cl <j" '<it _.. rr. ., .., '" - .. ,,<0 '" -<:J '" " \ \\l ~ <! ..)... ~ <( \ I.~ . ~ I ~ i '{ ~ 'if- ~ :r ~ ~ ~ i diE t c., C, --.J C x.5 3 ~ 8 ... c '- \... ~ <> _.2 I:: , , I'-~ ,- ~l ::'-1 '0" r'\ ,') 'I \..!l \.J. - 1;.[" \ I (/):D: \).. D ",r ~ ~\~ (i',~ U) o ~ - .,. 1_ JJ 'J~' IJ . 1&.1 '1 IS < (!)<tU~ <l: L;- tC: -4 <t 1&.1 -<j' l.J' c).; d) =" (J :: --3.J S! \[ ~ ~ ~~,j4 <1 ~ ~~ ~~ "'~ ..i<t<;t, 4.1 o [; ,.19 . . ------ ,-, 'c~ I I I I I I I > I ~ p I ~ ~ 1: :::l 0 -, :z: Ii.. < <( - I :? z ~ . ~ Q d) G t:t -:t I D..J t::! ..J ::::> ~ DU IX:..J a . )-0 <{ I I: U N CO ,.; I u ~ '3 ~ I- 1 ~ W I- ~ III I dS..J--:1 U ~ ,11 I II.. 0 lfl Ut:t - 0:: a:: () I 4 I I I .. .... & ~ "i - o t{)1 d z .... .. .. oS: III .... o \aJ , o a: ll. ." co .... o :> u o U , , -----I ''= Ie \0 , , .. , . v~ -<" <.: I , ,.. .c PLATE 0-2 ( .- I l'l).' t\ ,.,\ i I .!:; "'::1 ~ _" t \1 ~:' ~; I~ _ ~ 1: ~f€ ~ en ,. \l\\ \i~ c J~ ~ ~ ,0 f!, !:Ie ~ 'J ~\~ v c:[j:.~'!;)~~~'~<~ G ~ < If) ~ -:. I\. \.1... r ~ \ VJ". \_ \1\ ~ ~~.I!l~~~UU~~ ~~ . ~ ~ . ~lf ~ ~ I!; ~ ~E ~ ~ \'" ~ ~ ,\t ~ .; a .-; r<'Z "'. ;;' v .... 'J -.... C\.! I- I.L d) --- ~l ~w ~ s:: ~ ~ ~ -.lO : :I-~ otO <Q~. I I :> 2 "'i\' Ii) "::I.~ oJ"'= 9 ~ 2 \L. 1.;.""' Q) . ,:,) III ::1 "'\:Rl > 0.. - I\"'~~ <i' I ... ~ ~N ~"'~. ~ ~ c"' ~ ~ . _ \," ~ ~:..... .' ~ '.,..... \'() .','. . ,~ .... - \. ,'" W ,. " ~ 1 ""'. t ~ c . " ;:::> <.) ~ ~ .;"",c,c i;... >. ~ a III ,,"> ,,~ to ~l:oO~ ... ..::,'Il!'-i.r-:, ... u _~, .......;j'-3 . I( o III "~ t. f~ J ~'t' "" I <I'" ~ .^:I ",.-' u - \ ~ 'J.... - 0;;0 CD ~. ~ ..r~) ~ u ~ ~ Ill" cs. o (, <:l.k Q' J!~~~ ~1j' en I ,()~(\' N -<:l' - C ,e. .; ~ 10" .<0 .. . "N t.\ <t.t; ~ ..,..;. ~ - <l ._.",,, v ---' .... / C 5 1:' :: oIll I: t ( ,/ Go <-- ~ <:)' ~ - ~" <.... _ u' 'J ~ > cS'.' ~'<l ' . 1- ^ o CC' Ul ~c:[ . ~ a:Ul cl' ~ N\ )., ~ ., r <t<{ _ ,~" - . ~ <1 <;;('" <l. I; \ ,,1 T 8 )- u z .... :::l a .... IE ... ." .. ... u .. .c U , , t ~ \0 , , , , , I , I , , ,.. .c :':,':\ ;'\. 'Irl ~~-1=h~~~D;~1J,+ r-- - u! : y -...:: -f-[ph.~ -,EHGINEERS-.!PLANNERS " I I""""'''' 10M , -t-+'+-hi~,J~-.lrst- -- :~kJ~.- ...- v " . i'- - ~ ~~~ ~~~ ''5' --H;' 1- In- ~ I. r ---j-t-i--t----:c:.k-Jc~~*sh:..rl-t::>k~:;Il?~l::t i j-, ---1'-+ ~ - SH'fT I e- ---;.+t4-j- .t-- __ i j !-~~~=;j~'ttl.,_L_j 1..L__, .. .. ,I [-+-i,---1 I~ RIC...:i 1 fJ!,.., -,~-~-....; ,~i-~---~,--.L.i-~---;,-~-H ! .: -+-1-+-1 I ! I ! , ' -.t--,c.: 13. /Jo. I . ---,---,---j-H"i.J..-....J-+---.L...i~'u I , I ; I. I__~__ -~,: . ' : _LL~__l~~,.c..__L_,__J I ! : j I I W ! 1 ! , !' /' /"! : ! ! I ' , iJ '-sl.. I I ,} I J ..ll! 601' i i ; , -~'--'.:"_:"'\. ".--Jl:.2+-CBjF-S"j_L--,._.~---L.t~.......JI--F..Qc'fi9.:r----;-/l~- ~~-~ ':i I 'I I ,! . t I . : " I I : i ,,- I ~ :: . -! 1 'i j I I I : ' i . ',~~=- ~-__~j-'l~'--~~-~j~YZY~!-- fO;~3F; I'i~:!t-+~l~r'll ~~1T I'-~--- __J_':"___'_~ -'td~1.-t-..-t-~-'-i~i- ,--r--il'--l'l-t. . . I . ---'+--+--1- ,"-- '"T---r-":---"'-'\--:-'-i--r ; I I I. I 1~I--il.J..! 1- l-h- I. .~~ -~ -- : USi: _ ; L~-~-l~~j : ~nJ~, !L\~_= ! 0 i 4,Bl" eJ'=I6.A = D.1;% eeL ~'i '9J3sr -', ." "H'" __.,_! --J _L_i ! ! I !'!.!' L-~J~~, I, I ! ,+ 1,-'-", '. G,"/!Q:.E:__t.01__.LJ_j2i?..::JJ~.:...~ d~ I I ~..cl us J,LD1:..i?:-I .' ..,' - '._i.,,_-;,'~__: _ .i--+_~"--.\~-,LI J,,-+_~! LH1!! __~, . , i t" I I ,i i I I I . 1-'- c. v.,. tJo: '2.. m_', -.' -- -i-t-;'-..e--r-<: :-1--1-1 i---~--T--:- --.-.---l--'..,----m~- .---- ,-1--1----;--:---t- h_ ~- I \ ~ 'L? ( -: r:~," . "j-:'" ":;~--~'.ii ..' .--l---i- dt--t-. ~ -I " '-;-- ~"-r-' Q . --- "-----:-i--:~i'-. -r'; :--~-.-ITT I' I 4J--1' l--:- l' ,,\r-j (t".\17(~;."3H;.~~~i'--:-'-T-':'---':---T : L 11l1~Tl- - --- ,-----, - -) +.,- ..'-- ,~y--.'---~'+---:--rl-r---- n__~___ -- ' -,.., --, - !,--"_.,~.. ~---; -!-'~-''-II +-+-!I'~I---+-' - ,-:---~, -; i:~. \ i iI' i ; !; !: f I , I - -i- - .. . .,-~I----':c~-;--l"l---j--~' Iii i I I .~---~--j-- 1)';8 ( ~.. - W': ; " u\.Cr:;{t' t. ~~T-j-':"(J:71lil~ i I :1-'-j-' c ,~' m.,,"" ---T-',---! 'T---'~:-T"---~--\.rl. I . 'I '. I 'I'. _._~I_n_.i__, ~..___~.__..'. ~.L.~_.--.J __.~.i.,~,~!.~.-..J_~.~_L~J~-l--..~,~.~L-.~-L Qp IQ ~_ Q.~(p : : Qp~i \'i')uj__J.._LJ..._L'lJ..i.cxlJJ:L(,01.,-,;,~ ,.._.__ ' ',1_,__ L',_'__L!..J_J_..J__=LLLJ.... ; : I ' i i i I ! I i _;__ _J__;___...!-__:____l___L ~ ' , :. C. b. ~O _ '3 ,i' i ; ii, 1 ! J i -- -. , L _ .~ ~~,J,~:r=~,==J==' ,__~=:J__ I, i , '._J~ i Q ,r} . C .-.~... I ! i I ; 1 l" L ! 4- : : i d I I ! : I : '<' = "'I....) L-\-OJ:[ --~---~-'+-T'-'::-"';-I....Q~I'--~'---'-:-i.-t-I; e'-fLi-+Ji+ (0 1.4~ l11'')/''~~:i~' j o.~\ !3/1 I j'": : .\ 'I '-1"'1"T--1\-1- 1-"'\-)"i ." ,......---.....-."....---...)L---..,..--,---...--,--~---"-----~___r_-- . I ~. , "..' I I: " I I I '.-Lj' . I ' I ~ I I I 1 ( i I j 1 l I j j! , --~"'" '--, . T-; nT'--i- 'R---j--O--I~ I I r-- I ~-=titi'- . -- '-.., -, ,-- ---=---~ ']--'-- ~_. I i ----2~ ' , , I---t . I --'- -- ,! - J - -' I -~-'-'-i'---L-wp l-,l--l-~ ----I! q :! I , V,:\?- Lp = 14,J;..'-_JL~~, 0. 41,.....L_l-.-~._n_D-'--~1..lJ_.J..."L~:::. I I 1 I I I I I 1l-,-'-W--i-I'T'+~t--\ 1 \ i ' i -'-I jP=J 'NESTE,-BRUDIN-&! STONE-LTL lNCO!u'oilim I I I I: , .- EHGINEERS1PLANNERS i i : ~.b~r.t-~l'55- ,- ~I-e;-~e..'~ - f2 . ~ ! {'A--r,C.J 6:A~lil I -dd,dt01 I iT , 1---+ tI i '; ; tttli-Ji , _-"---L__u .,...."..,.._'_' .._..__....'_.....__.._.. Ir+A-{~~'+'-~-~-;~-!~~t '!J J-i~t~ .---G 'i ~/~l~Q-!=-,QLk-i' 0f2j---Y'''1 1- l-f~-f~I--1l2. ~ CF'S 1+ d ..:i--~---~,-..J~+-,j---';-'--.-;---+---1~-,l-4-J-~-+11 1 I I . \~. [' r'r+--":- ,?-,~.t:-~P:......f.$il;'~~~'-~-lJ =t' a+ ,1 ~~~~.~~~~~! --~ --i--i-l.J-1----i'-'+"T---j---i---L T~ 11---raii-i--T~---l'T'-!'i-'l +-T--1,i---rTT'"L----j- ff I #~",j. GJJ; \2~=fF??t.=t43:n-"~t I -fA<"" li.ll-'-4- I }i:?u1.9i.Z9.~J'S~A!,JLo,o~~t.:Jscl,-~-itg I a- - I I!:! I! t : i i 1 . : ~ : j ! t I J_~ ,1-'----L,~--L-'--- .,___,_ _L ,_ +.__L '--__-'.__....J_~___,_ _L_L_L ~. I .-hr'iC,! _J~PJ...L5L--L.__,js..YN:~-',C~\:.~-qITlh.L-J--l...lJ,J .f !. ~ I I :, ,J--;.--n __-1______..:..__1. ,l---L,~,l, -,1....1_" i,---~.~,~ ! II! i ~ Q", : 34. eo i (\-':;' i ; . . i I' i i I: i! 1 I I-~~~-i~j-,~=~~-----:------: .. .._~:--~u~,-,,~L~r-~'--, ~, "I ],,;,=-1'-1 1,,1.-----..L.L-L-L,h.=_),,:9.. '.' f-Lp-J.1,.'H' yt,"',,3.'1_..i__':'. F'i:.9:'6_,_J:::AI~H~ L J -J- ---I -11- t~In: Lo -. ~?;_ j~4~_~R.~_.>~ki- .t:~~:,t, 'S2t~i.lj o-:~ ,I ',! : ill \:.. i I; ( i' ii, IiI 17 I~-- i ; 1,- jLC'Jb-'~~,~;~~~:--!~mi-=~:,:~::'--,--:'" (-:F.', 'n:~r=~:-~',=r:r,j i 1'1 I I . . i '; i i'!;. t, I I I T I '--l-"~ '40,' CFs.I~--!---i.-T'r~~-'6~6~~-"!--rl k1 ~ 0,-1" I--t'--I-~-+-"- Q \ ," t. :', ", . .,. r -,-', ", --I -,-'---r i I I I---+- :-l-\-+-~"-: --'-h~,j3(40.\)/c' -:, . _;_-{/,J_n,__L_'--+__+__,~ i I __~_. _' ! '_,,'.m L~...,.,.. (0,3,.3+0.--n). ~.' . ...L... _____.'_..L.,!_-' Ii' I J' 1 . " [' ! i i i I I I ! : ~ ;! ~:.! i i. I I~I~ ] -[I~:m' -, Aq;l __ i _(Jc-~c~) t9.7(Z/3)(~.~~~~,;:7;)~/~iJ2.~ In:!:' I 'I'!, i . na'" " I' 1 .. n . I I I. -,_____ ~_~__.: ~________ _ '-""...__'.._ ..__' _ .J---~------ __!_ __ .__._' .._._.~__l-!5_~~~:._1f ;;; /7.6" 4.ES I.--~---' ++_+_~",ys~ l ::7.:__..~,u...i"J~,CYd~' 4A~ I ! -1----- --;--r----:--- --, --- - -, : .. j - ---.' . - ..: '--~---._+_1-- i I. --~ ,_L_),__J -' Qp /Q '" O.,l3-. .' ~..,. " ,BQCo)_IEd__+ . ^ I , '....LJ,....l___L;::j . . .: __. . . : ! e:., i : ' ; i in LJ__ I, J7. '? -;----- I I! i. ,. . ' .: :. i i IiI I _J_._C-,p.,--,-~.t::lO-,-.~-J----,,-l.:~, 21.~........- QcAP,C..e.~,__O'?(?-') (q: ~?>.,t.,o..,5l!.)j::..JL1.~~ , J" I ;: ;,. r, i .' i. . rJ. ' j /)' I i I ! ,-f- ..I-r .I'--L ! '1 -+ -i ""'~;tS;Qn:,--:S;;i-",,038 ~:--..:I .::' --~1--+H- -4''''''-':1' '''1>'' :'~~, Ii" , ! nd-:;;X_____i ~ i : i '",' ~J,: I I ~q.W --:- i-Tl!~---~-i- I~ri i . T'-i'n~.-_[l''l-''I' ill .-:--,- r-''''T~T'''I'-I--''i--' .-'---"--'-"I'-Tl ,,!, _..-,-_J,...'_~_ (..'=", .',~,_~_o~(3U, . -: c: 1-;..X,_~__J,~_-J . 1-1-: PIBB I 0... -- . _1,,__ m" ~:~;; ~ j ,,~ t ~ SHEET J i 1 I~ ! I .~ ~F ~ _~~ C.E. . I I - I ~ , ~ r;. I '1 . '-+-:,~\"--1'--r \- - i-I - \ - 1--- ~--1. -' - . +~ .- rP9~' NESTI!!.-BRUDIN&-STONE I. I coltro~Tm I I I ; GINems-.!PLAHNERS ,-,1- +1____._..L_L'T_,~-..Ir~ -=,--1"''''''''''''.''---1/- 1.. I I ! I 1:;.. CD. t ~ ; N ~l ~OL;:: t:- l;--' -.t-+--t-t- HD.~cf~ r:o:7\::bd---~" --......xll, , ~__, + -,-\ ~ ',' t---!-t 1 ': I I , I I i ! ,...;_" J _,,,J.. i i un _, __ -r i , I-,--+--~_Y ! : -j,,-i'--W~-Lp~ I 1 ," .'tJl"'..J----'I-+--+0+~42JLI~~IP =--J1_.s?-~.4~1 I' , "J" ii, I I - .----:.. - "I"~ -r ---r--~t-..;.-_. ,.--1----i-~-~-. .; : I -:1 _' i ,-,-"+-++-r-:-9~.0~ i i ~ :I~" J) ~~[~ i :/ ~ ~ 1--- ".~'-JjcI~~_ ~d~~~~ T~~ ~~~~=F~r;~1-l1~1 I - ,_LL_L_J.-----LJ-,!u..J. _L'--t 1-1~J~JLII , I I ' ' , i' I' 1 ' -1-- 1 , I I .;"_J._T__.-':--_.LQ;..=..J~~:~P?' , -L-J ! ' -,,,-- ,~,L! J .:__1___,\_ ,i ----j-.!--- i,--hf;,l -j 11-+ 1.- _1: I '-.. '_n:o ,L<D~,_ - ~-=~.1,;'l~:r-/,-,,-~le)-.~i---' --;----11 ~" L: M ; !:: I I i I ,'._:' -i-'" '.'cr QZQ(~I:}--! I I LJ -rJ. I ""_.i,,, ",', 'I ! I' i : 'I I , ,I I I I .-' .--.- ----,.-. .-- .--.-.- --+---;-+--l-----;-----i---,-"!-: ..; , :0 &.4'1 iLY.;t=;t ,uJ=-7'! i: 1 I " .,," ,- n_'_, '--1 r--~ -~--;---,- :'-1 j I " "_ ~ = ..-IJ---~. ~~.', . '~_:J ~=,,;~-I~'---,'-li I.J'---1-1-. I C,0. No, '1 - 5'U0P-~NlD\llf0i-~ .1____,_+_j I I '=iti!1 , : : 'I I:: i ' i 1 _ .. __ _u.. m.. -:-~----.-----i~---------j--_;.--l----;.-i--. I - I Q :::_'I..k.~ trsH_,,_LJ.J..-L,',j, ;__J I . jj' ..LLL 1 ; ~ I 1; ; -j' i i I - I I I _ _"'7~_'___ _ :.._ _..+___'__.._!_...!._~_-1._~ ___:.__.\_: ~_: I I !. I ..,.. h" 1,0' 'IJ 0 1.1' i ! ELJ ~ ,"3.'j, I i-+--+-t--1 i I , ". ", ",;'- J.~ Q /Q) - '~~--1-~~~-=,j=-:'--'l'~= !--1-- ~'-l-ttT{--Y- I -- .. '--: --'~'-li- i~1 ---~"-;-- '~-:,' I I ~-I' ...__. .." . ." _ ' '1--J ,I \ j I I ,- ..' --- ,...-' (~~'6:~"'; .. "06'tcfJllr J7-;~j=~1-::=:=,L1J_~....J..J..J....J..~ .. .. '-JLj_+; ,ittJ Ii I I I c.g",,?o., \0.... -.,j-------t-l'-H---,-j--,----i ,i !I I I II ... .. .,... . 17,~.-."'...,,-'1'4a,;""r"'~.-!.~-irr'f~ I 'I i _ .. _._ . Q ~ ~ u J _..L _.~__~ - _~n 10_~_~_~__+_J-.-j- zI,- '. ~.j l i .--1._ I " . 1.4?,(7,'.~T~--i--H--J-~,d~; -I~.-'!; I '1~t1- 'II JI ~- -- L '___-,'--~ / .l~'"'"Jr u( j') r i'l. ~ 14i m-~TTl ~~.---f I--~ I ..... .-- '..- . '-." on ..__,'._"~.-'---..'.--J ___..L_4/~. c~._,_~.t!. :7614 JlQ.33 Mo.n L'LtJ,5 \. : , ,., I .' "I I 'I , . \ -::;:. . fl,~ &:. i Iii j' j i! /) __ ~'. d_,_' ;~+--:--J~T-'1~~f~r.cl\J~-i1LPV-:: {;.'~-r-i~~: j ," I' ~Qi \~Ir> I - i .- ~Tle =l =' {ILL ! ~f1 n'-, 1" u1 L--1-J 1- ' I , , -- I ... . n' -, .- -.-~J--::- - .., A/B;'} DA ~ '/ :;I~ JOB NO. ~ ,-,,--- BY vI:" HK'n '--1- l' l I +-- ----+ , J I i I BH"F ' T . __._ _. ~~C.E.. I o/M-r;;- .C.5 IJ I --+- I .\ eFt> 111 . I ", I ' I I 1 i n1'----j--rl'.-i---l--i i i ; ; ; , I, Iii jP91NESTE,BRUDIN'&: STONE .~- ------T'--' - : ' INCOl<rolATm \ I I I I I 1 DAt1 l- ,TT EH"NErSoi~'1--J;l~__l_J,J,_, I\--'H ~ I.. I'H __ ,_ __ __ ~~~ NO. 1 I I I bJ, . ! \ _..:> 1 , ~'T L0 i C "- f BY /1 ~? -. K' _ -+L-----L--!---+ .1"",..1-----\ ,,",L ';-T! _I H_l t ,I I j L__ I+- I I I I C:J-,<"CI-, I\-~A""-IN, .,r_,t-.l ! I SNiET y--- F ~ 1 I j -\ J i ,1J: LtJ ,1. .i.___~ =1=1=1..1 ..1 ;1.,,____, .---~!'.~~-, Jt----1C' H-++-~-..l~---~-l--!---+++m--l--j I 1 : ,-1-1 n ~ ,t~1 i Pi:~ql_i"::"I_O'~7l.(___i__~__~_4__<;(.J12'=i' I~,tf:~~ II I ;:1([)tD-B~ I, I" I !; I '" Iii I IT! Ii,-t-i--,t---+-~:-'~~l---T :-1--~A6--i-- hto~-t:)~~t JLj 2~.", ,., '-,.-- -1- r~-I-~._>.,,_.+L'-'T' ,., .,.. r ..i--.....__.-'i-(-..,I~.,-I, I .' \ '-~L--- -l--t---ll-i-:;~+i. n-.0 !' C"\'-~ ii,~-- -.,bl--~: L.j-- j --, -- '-r;'~.F ~~-f ii- ~I I l'-ll-i---r . 'l'-~-Tt-I-"TT-r 1+ ' _! T-!i---'r-rc. ..i"!b--(lC-l<>!/r;;~;1~-:~':l<> 1 <-/~-r~ I .' ~--I-TT'rT"'l'-"HT":--'iT'-tJ~1~~"b :r42.J,.".' b. ~. ,-i - t I ~ .,,-,.tl~ri~I,".~6',---\-=,~-::~1~JJ:,JI!-J'.,,-j,.-j~.:J'--~"---Ll . ) I j 1 : I 1 " 1 : i." . T'T"' -t---t--r"-;--,--T-"'--'----i---+' --t- <--f"'r-j--;j'-j"--+----l '~ &+-'-4--1-.-';'--1"&{-- !,(;~_~..J{~.~.:...-L..I' .L'~I/tl ~..:P'!.:Li-'+ 1 1 ~ : Ii iJI;"li r:..J ~!il,i ': '-'I' -, 1'--'-l"'I'-TTT::---':Ji ill 1----1"--- i ! i I ~. ..+~ -+l---!...--i---'Qif..-:g~,--l'y,"',-t [-"'I Qr~C'i"'~'?!~-l -r--Nv..lY~,-=--{o'~C ,-::; ~ -;- -~-+ -. !': un "~--'l-,,-'-n[-, i '-: - ,!,'[-- i---j-'- -T-j-j--- 'nnt- -~j--+" f.'~." ~t.:-\~. .~"-,;;t~~--:ct~:~~~J;:ii)-Ttj ! ~'T- --r-"!'--: 'i -;;' , 'i'-rr-rl-r'T-,-r-T+-' 1 '=H'4 --:---i--~ '--1-1-'-- i----+---..'--1---~ ----~ -- -~:.--..-: - - ~--r----+l-----i-----1-- -1----~ .. -~ ----:--i--1--LJ 1.....;-- -!-,L-J. ,u~_L_~_Qn~_~"~:,~;vCj____,L_~_,~_,_;__! .-l-~-l' 1~::J1 ,II I .1--.-L,.., ._J_J.,','__L,~._L,i. ,.:_,_'~, ... .!,.,L___LL_ J, : ,J..,J_ __,:Jc-.L --, ' , : ; t _ ! ' l . : ;' :: : ,i . 0.'';: 'I Ii !! I I ' 1+ ---1-+'+',.- .,,,,1 r. ~i~~'!-~-H+.Lfl:+-:-i,+~::='?l~j-~~ r:l-' "1---1--+-1-'\--- [-I __ ;-.. ; ,!,_+,!....Jj -+-+'1-i~'-~-' ,; 1 1--t----l'-+-;,-I-..:--1~,.:!, 0,.'1, - ,,\__ul___+--.+_I...; ; +. IlH1 I . I I:! Ii: . \ i ; 1 ,! 1 I I 1 l'- "-'I-T'-';'-',-t--t~t"l' 0"~'~4-'-1-'-':'''J.~~':-:;j;,:' .,.',.. --, 'T- I 1--;- -', !_="CI~TJ~-I--r~i--r" ,._,u{J.LJ --~- '~=-!=-Ij-l.-fIJfu t~m J.LC8 .,JQ."_L~,,,.. u .,.~..~__,J._~, ,..1_..,.. '.'....J,_.~_,LJ_~:_ I -U--illl. I' ,,' i, .." 1 I ," i I I ,-r--,! I ' I....'.... ,--+--i -:---..., inn '. Qj(,ur.":}(o'? c"fS'iT:-,?..,.",:t1iQq4',r+:1i'''''f~\8i- r ~ I I _--;_,u,L__im..,; ,L ='~__71 ,_, '" .,_LT_L,L,J___u__,--1__J._L,.Li I I II'J---- 1'--.L ,QcA~u~ O.7(7)(/l,33:tO"z1ll.''''__5.~,C.E'S..J,_J_..J_LJ..-i I I I :. l' i': l I I ~ . k I I I I I i __ ____, J__J,___~_, :_, ~ ,-., -- - _J.. 'rp r~w~13'/ =; /~.7~ c. SJ'- 1.--1---.-.j~l--\' 1 I I : .' ,I, ) - I I \ ~,..B -f I I :;_.- _,J_.L...CJ?_!'-lP,. 1$ 'm QGvT' ,:..'Zz./U __.S'o ~ Q,.oo.35..!,-t-. :-~. 5" ___:_ _J..j ___:.!u~ ()~', I".:..:,~.,l__ J.7U.<t;,-XB,.ci3 .j~-,-8_i)~I= L2.l,.<<~-1Ia~J,.,,1~ ;J,&j I I i I ! , , Iii I ! ' ! ( I 1 .1 I. \ I I I I! I ..~ !..---.--- 'Tl1 1_L.6...No!.,--,\4,c.--~q,r"IJ"l"-~ ~A.JH.:$~'=-~.t)a.S.5JI~f....6~,. I, I' i I . I ! ! ; i i I i (I V ~ I I I "lz' :.1 L" 1 I I", I \ ......:__ ,....i~._-',.L_: (;('-1<1,0 (;.G_~_~,7 L<!)c..~~ .~t ~..i.e~)..L.",,' /.-Z'~j ?i?'H-6"H~>''''':' !-D~O I : Ii!; i i ill ! I : Ii' , ! I II I -- . 1 I I' I 'I l ~_~-1___ ~ - --+--~., I k,-cc: I I o. z. I I I I ./ I I I I I I I It I- I 11 I I I I l- t) III ., o a::: Q. ~ ~ :) ~ ..J~~ <l; a:: ~ ::l 0 ' :Z:1.i..~ <l; " ~ Z Q >- 0 ~ t!)~\i g ..J ~ o ::l 11\ PS ~ I >- <t 1\. ::r: U \V QC~ u~~ ~ ~ ~ ~ Iu CIlS ~ ..J u<tln L~\j) Ui=;' _ <t . ~a::C ~ . .. . ~ tfll - .. --I d z - . . J:: I/) >- U Z '" :> CJ '" C .... It >- ~ "- " . - " .. . - M " .. ~ . " .c U U I I ,,-I I ~' . .~~ t'-lc IC N"" P " I '}l I I I , I tI}: . ":I, I I\~I I '-l(' I I I I . ... ... .c .c PI &~ n;..? Q e@ 'l ~ ~€~ ~ ~ ~ ij @ ~"-~ Ie i fI) ~ I\;l IX) ~ I\] 1\11\ ~~ ~ k ..... ~'i- -I- l\I "I- ;. ... ~-It~lI t\J ~ 1;;" hol-"'\I'--.....ll)- :'4-*,,"::,," .... CIl ~ ~~ I~~ Ii\ \() en ~ I\] ~ iii iii lo \I"'~lll~ ~ ~ ~ I'" U \I \l N'v II\! iii a:~""" \11:\ N ~N "t~" I'f\lQt-I ~ < ~ "'I. 'f<l:; ~ ~ '>to ~ $. " ~ ~ ~ '< ~ ~ ~ :; ~ ~ ~ ~ ~ UJ ~ ll) () rQ II\~ ':t- ~"l ':t- vi ...... ':r ~ ':t- '" In . ~I(I,,~ :t- ~ "- \J "I \J Ill( ~ Ill( -.; . . S" '" .... I'. (. t Illlll ~ - ~ . ' <>\1 \I\l ~ ... ':t- <. ~.... ..,..... \l.j \i\i ... ~ ~ ~ 0; ~~ ~ -: ~ ~ n: lli ~ ~ ~ ' 'X ~ ~;;;~ ~"! n: ~ \J 'J \J "', 'J~!<i \l \i \) 'J \i \J. \i \J \J~!::!:::~ \i ~ ~~~~~~~~~~~~~~~Io~~~~~ ~. 'iw ~~~~~NN~~~~~~~~~~~~~~ ~ "'" ............ _ ...... ...... _ _ ...... ...... ....... ..... ....... ....... _ ...... ~ ,,, "" ... : ; z ~ ~<:() Iil '-ll l\J N "it- - ; ~ i IS ~ '<i- " ,,~~ IS ~ . N 11\ <l " <l ~ ^ ,~ - ..JI-' IV ~N " N N ~ N ~ .... '" \I) l'- ::::. 'l-,..... N "" III \l- -S ~'- -l 11\ <:I ~ '\n "': > ~ . . ~'; . .,;,<< ~ .' ~. ... ~ I-.. ~fol tt> . '\ ~ ~ ~ z: ... 1\.>1 l:I.. Il Il Il.. Il.. ... o .;;t !oJ.1ii !J \.l '" \J \J ;:; 0:: ' ,<:si.~ ,'it ~ ~ ~ ~ :"1 ~ ~ roK ~ ~ ~ ~ w ~ "',,~ '<' \f N It) ~ \l' '" .... "'" '" ..s <:> <> ~ I"- '0 <:I ~ ~ ~ '" \l- ~ os ,i .;; <::\ ~ c,) ~ <::i <::i ~ <:i i 0 tft ~ ~ \() \\I III 6) -: ~ ~ ~ \:) 'i lI. ~ . ~ Vi l>\ <:() ~ ~ 6'\ <il:i i Wu \'\\ ~~\\, 'J, ';l- ~ '4' \\\ ~ ~ : , ,.., '~ .. , CJ" '" \{\ <:l\\ 11\ -!l ~ -: 'V; <! ~ -3.. ~ .... '" . . \(\ ,,.; ~ ~ 'it- t\I t'i '-:" '''1.\ os u ~ ~ ~ ';t- ., "I- ~ l.i\ \t) ~ ~ ~ ~ ).. I, [r- 0 u ~ ..ro -;;; j; ;' ~\~. ~I~ -:; ~ ~I~ ~ ~R ~ ~\'" ~~ ~ b J! t-- '--A '-- \!., . -::::: €'I' ~ r _" Il\ ~ l> '-ll ~ I1i ~ 8 ~. '" c I\i ~-i. "i~ N 'Ir--~ ::: ~ : ....... ~ 1- ~. ~ ~ -~ <II -.9 fol ~ ~ N ~~ < '" ~ Ii) I:'Q .... ~ _ .... h'l ','~ - to 10;:'1''''' .. ~ ~ ... " ,'.. ~ IS,) -.j' . In . I n' n. ~ Ql It IS n' ~ ~ r.l 1\' . I~ ...: .f.... I..... .. p.: .... " ~ ' ~ = ~ ~ '1 Q ~ I € It\ ~ Q ~ ~ ~ 5, ~ '~ c!: '" ~ " -.; IJI.... ~ VI ...... '\(\- ~ '11 ,\l ~~ ~ ~ tll -- ~ (jJ (\~ ~ III N ~ ~ ~ Iu~ UJ A.. A. '" .\ ~< ~ -l) ~ c ~ ;,' ~~ Zlll, '- ~ 3 'f ~. ~ \t ~ -a:N \() 'St l{)1i Il ':;. ~1f)1i ~< ';- , ' ~ ~ ~ ~. t: .~ ~ "" t\J ~ o Q Q"t \J "t:\\ Q..I\. \l ~~\\ e \:r ~ - r--. r '" ~ PI~ , ... Co) &AI ., o II:: Q. ~ ~ ::l . ~ ~ ...J ::E It ).. < a: ~ CI ::;) 0 " Q Z u... 'l;: " .iz~ ~ ~ ~ 9 -I '-1 g a I Cl -I 1\. >- <t \'1 :I:U Qo~ o ~ oJ:~ ~~ \il ca::E::( -I o<t 1L.~1R oj:;" a: ~ . ,a:() "t . i ii C'C\\ ... " Nl d z - - - .A: co )0 u z .., ~ o .., II: II- ... - - ... a _ - ... :> v 2. . " "" U U I I . I t--' I ~~~ 1'... ... I'l, I ~I, I I I I I 10: I ~' I I I . I I I I . ... ... Z> Z> I>t..~ "' v Ov " ~ ~ " ~ ~ ~ ~ <l 1(\ ~II\ \. '" ~ '" III <:\ ~ 'Ill v, 10 (\I '" \Il < N !lO Iii UJ oj: ~ fi'-\- IIJ III (\I 011 ~ ~ -\- ...~ '{C" I"- \II -j. \(\ ~ \iI ~ ~... -j; '\. ~ 11-, ~ ~ ..... 't~ 1\1 1() lil 1- ~ -l '} :,~ ~ In 6\ . 11.'0 ~ ....it. h ~... ((l. IX.) en '" ~ "" \'I'l r III \J l'Cl ~\J ~ ta tI\ !(> '" ~ :ill: 1\1"'11...;...... l't)"" .\i\I- ~(\II\I I--: a: c:i~~1i ":c;)'lt-ekl(\~Iu,('() ';j-\'(\t<\NlfIll) \'l\ ~ ~ ~ ~ ~ ~ ~ ~ it '~.,~ .~ <. ~ . 'tJ: 11 '\\ ~ ~ 'lI ~ W . ~"4: ':l ':t:- 1:. <'() lC~ VI \Ii ~ '" '" vi '" ":!: '" I'l:) ~ a: "-i ~ ~ h ~ t r \l \) \l l-.: .~ ':t \-.: I-) ~ K ~ " \l. ~ . ".\) '"~ N\\l .. '" ,,' .' n'. It .... n, ~,,~ r.l ~ 0: ''';~.'i n; n, A: -~ ~ ~ ~ ~ .~ t:l.. , 'Vi \.l \l-\l <J \i \i \1"'.... \J \l \J \.l \J \.l \l \J \J \l \j ~ ~~~~q\~~~ ~~~~~~~~~~~~~ w ~~~tI\~ ~~~ ~~~~l't)~\n~Il)~~ ~ '..................t\J'''~. ................... -.........................................--......., ......... ~z lot<"> t'O ..... \'l ~<::I \o~ i ~\\ IS 1:\ \\ <:\"- I$~ ..,: QI::! CO (\ ~ <::1<;:) <::lCl ...JII- ~~ ~ ~ ~ ~~ ~~ III ..... ~ tI\ - tI\ ~ I(! ~ fl. >IL ~..; '" .;:" \I-(ti r-:!<'\ ...' ,,~ ..... "....." ..... ~ ~ ~~ ~ I\. ~ (l.~ ~~ - ~~ ~ ~ ~ ~~ ~~ ........ ,Ill i& -ll 11- <l N~ , ... ~ \!\ l<\ l\l ~ 'il'... ~Itl ~ ~ 'l/ 't't ~<5 '. . <> , '" <l <i\ . <;) <:i 1::\ <:I,. I::i '" '" ~ OM ~~ ~ ~ ~ ~ ~ ~~ ~ ...~ ~~ ~ ~ ~ ~~ ~~ ~ III~ ~I::! ~ ~ ~ ~ q~ ~ ~~ ~ : II- ~ ~ K ~ III ~ &l '\I' -.f ~ III '<3- Oll u , .................... ('() 1\ -.. ~ ......... ~ t() ff\ It ;:)~-;;- i("r-;, u 'f~ ~W~ II J! t- -s 10"".... N" ~ 1,-, _ \II /7-;:;- .. "1 . ~ <l '" ~O <x\ h r- <II Of'" ........ . \'\;11 ... 1'1 ... ~G) ~ ~ (1\1' 'l;t- - .! t\\ t-.i ,=-N::::: t<) ~ ~~ ~ '3- ~ N N ~ ":: . . '" 'il III ~ ~ 2 c5. t::'" ~ ~ ~~ C ~..... ___ -\.'V ~"'~~ ~~ c - c(\ r.' -\ I::! .u N '. '" . I ~ ~ ~li --; ~ 'l. r.:: ~ ~ ~ i ~ t (( ~ ~'" A: G A: ~ n: @, , ~ ; ~ ~ Q f ~ ~ n ~ ~ ~ ~ ~ ~ .~ a ~n~,~ ~ ~ u ~ ~ -~"'. ~~ ~ ~ ~ ~~ ~ ~~~ &AI ~\'\i 'l; ~ A.. P-\,: ~ -<(~'" C!lC( ~ ~ ~ ':l "~ <1) ~ ~ C( " 'l- Ill'" l <i: III ~~...j ~." 't ~ ~ ~\f\ '" :g::,11 C( C \-: ~ ~ ,,~ '{C ~ ~ -S ,~ \i " \t '" II: ':t- . \<\ < ~ <:I ~ ~ < ":l '\J o \j\ "t " ~ ~" \) ~ ~ .a, ~ ~ ~ .... '" .. ~ €) ~ ~ II ~ tij f\_' P/~2 \~ I ./ I I I I I I I (; I I I II I I I I I I ~ U \AI ., o a: Q. ~ s ~ ~ :>- ~ l4: ~ ...Ja:-'~ '< 0 " "- ::l ~ i ~ Ii\! -';;:ZA 40 >- j::; ~ t!) <t .... o ...J ~ ...J::l Ou D:...J Q<t >- u <.\l ::c QO~ U~1i\! ~~~ ~ \l e...J~ U<t &&..~~ U""'..... <t . ct:a:A . "i . i ii l'C\\ - o "'I d z - . . J: CD ... . - ... o . - .. " u ~ . " ~ U U I , I r---t:! ~:: t-. 1\11 " ~, . 11)' ~: , I ... .D )- U Z III ;) o III C II.. I , . ~ ... I I I I I . I I I I ... .D PI J::. I'-~'" ~ Vi ~ r:: r:: I' ~ ~~ ,,() lJ <l ~ 1- i- ~ ~ ~~ ~~ !;: ~ ~ .~ ~ ~ ~ ~ I() ~ ~ '-'J:"" N N ~~ l!'. ~ ~ ~ ~~ I'll ~ i- ~ \ \,J Ii'I . ~.l!i ij1l ..~ ~~ . .. -<I ~ ~ II) 'I-- . 'll.~G Nt\} t\Jt-I\\JIO.l!.\, " lll: '1\1 t-I ~ II ,II i.;j- \J) . V", ~ \'0 ~, a: I() ~ ^ II II ~ .., ~ ,.... <:l <:i ,; 1\" ,~ 'l-- I < l'(\.., ~ QF: Il 'i < < "\t ~ ~:< ~,,~ ~~ <lQ "- ~ it "'. ,,~ ", ":i"'i . '. '" ~ ~ ~ < < <l i ~ \AI '" ':l:- 1: I'lVl..... ~. ~ ~ ~ 1; ":t ",-:r ",:i "'l: It) \ a: f-: t ~ ~II. ~ ~ . ~ \,J \J ~ ~ ~ ~i ~~ / ~!-i . ~ ~ ~ II: ~~ ~': ~ n, ~ ~ Q.. 1\ ~ <l)~ "!tl: ~ ~ ~ Q ~ \,Jti~~~~ ~\,J\,J~ \,J\,J\,J~~ \,j\,J ~~ ~ ~N~_<:l ~~~- ~n~~~ ~~~~~ w ~~~ro~ ~~~~ ~~~~~ ~~~~~ '......................" .....---.... ~-.....:;\.,,- -,-- z! 'it..... \\- -9~ ,<<) ~i ~~ Q ~...; ~ ~ ...I"': ,';;~ ~ ~~ () <) II.. "t' ~ 'it '" IO 11:I ~ .1<\,... cJ lOt- ~.... >~ '. " Ie' . ": ": II. ~~ t-I ~II,) ~ ~ z: ~Il.. Il.. ~ ",. 2 ~ " ~ ~ N~ \~ ~~ ~ . "-! ll.( "'!. _, .....\u [l ~ ~ ~ ~ ~~ .~~ ~~ ~N ~ ~- ~ ~ 'l~ ~ ~~ <5 ~ i <:)1:\ ~ ~'" ~ ~ ~~ ~ ~~ 0 ~ 0.,. \9' I't:l~' ~ ..~ ~~ ~ ~~ ~ ~ 0. ~ ~- cl\ "\I-~ "! MIn ~ "i'~~ II.. ~ .....' -.s " ex-. "', - ,t<-\ t<-\ oS ~ ~.:::--..... N ~ I<'i r-..:. '-!l .... lfI.... t: u It'> '" ~ '<I- ~''<I- ..... '" "q- \I- , r ,u \I "'~,,, . 'I M~ .; 1! ....>> 1(\ ,'. r"..l.o Ii) ,~ ,-.~. ~ \l ~ . - <C$\ \11 l\1) i' ;, ........ . ~ "'" "'- - ...... ~', '" .,; . -~~ ")~~ ~~. ;:1: >-! ~ 'L ~ riI ... .!: 'v n, ,., ~,~" ~" ;i\.' " '- ~"Il\ ~ . " "-- ':;: ... V\ III ~ . ..... ~~ ., ~ <( tI .. N ~ ~";::: C ~~ -~ ,~">- "C N cJ I:~ r" N tJ ;. '" N tJ .,.2..... I'<) II \\:l Iil ~ . -.::: (Q ~ ~ I'll l() . ,.. If\ \'(\ el 1\..' ~e N ~ t\:~~\..~ II n: @~~~ ~ ci - 'i ~ ~ .. ~ '-' · .....';::;:::" '-u r' :> *l~<i;\~~ ~~rJ~~ ~,~ ~t Ill"" c!l "'" i- '<l '" \n flll.... RS Vi VI ~.... \l, "'.... ~~ l~~ ~~ ~ '-. 00 '1\" 'V riI 0;;::: \AI ~~ ~'e~"' Itl'li ItJ C!l_ -- ~lI\ Ac>~--5> ~... ~ ct..... .... ':ll '" l'iiill~ <'It- < zlAl "':s" -S~:I" ~,,~ < a: (\l ~ ~ ~ ,. It ~ ~ ~ 'V C I} a:C\-.: !;\,~~ ~.;:;~\::. ~.:: ~~ t--~ o ~ <;t ~ ,,\ ~ "'t <:. -I "" l:\ .... ." '-(\ \l \l ,'\1 '" \l ~ \l N ...: ~~@ ~ ~ "" *:\t,^, ~~j: ~f'l\lu 3A l@ Pl~3 ~I€ll aTe' 1\'-1' ~ l- ~J~~~JR~,~I~'&.\ ~+ 1,- i-'2...J'I',~--',--j!'I- 1 I GIHEfs'"i""Hi I 'i JOB NO i---! ,- '--+-r-'i' '-- e! --JlC!~~+--,-?'1 CHK' li' ----H---t--l ! l t- -t-{ i. i j +SH-JET -I I Fb-1- +- I -----l Ii :' ' __+_ '...L --j .L no; j.--j -+ -i I l~ _, , , Ll..Lj__ ..1 _. . i I. J, I I .1 I I R.C.'. I+- =HI J~LL _J__J__.L " - 1----, -- --~ ,_L~ ,.J , ,~__"LLli-U+4 I :..JI~ ! . I !J~!I~a(L .~i.4'An:_ UL ~4~1): -- ~ J1-,-+-.JI---hl ! I I . I', I , I ~, I' I Ii --rT' j '~-: 6k= l4D __ ~;.,-i'=:: ~I~ ,-~ ","l---j--_.-t-i-i i -----,.- --1----!-'--- --'. _no, ----. ,,- '.. - .." ,'" -- . r--' '"-j ! I -U--, H~ Lt=~ _L_~]l :'~~i'~~~_j ,~L: ~ cJro I 1: , ~ 1', __ ~__tJJ~J~ T-i~i'~' :, ' I' I I I" ' ' ,I I I , , I I II~~ -+J~-f-----'--,-'~IJ::I,0~ _~U--A"..!-;, - p,r2E:Q~~I,..(C""TL ,( 1-.?{="'~lT1.D+:Sf~OP~--;- I-+'l-.....l-+,,:.~-({?~ ,__~J~~~t: Jf~, 0;:f,q'-~l'-ifCOlZ_..(:O'..~'.'~-lV~: -IOJGrErrzT Lt,!'f"'\ J ' ..-'-", __ _L__j::1}......L.n' , '. . ,_ ' . ,i i :: :',: !.,""~ ~l~__ __J I-~___ --+ 'l---~--L,--+J, ,.~ -', Tc = 1,0 101'~: ~~ ,{/I 1.<.,: Ie" t--i-,~---i--,+ i-i-" I : .- -i-i-litH t- - -,--,.~-~:~: -; "+_J--1--+-~ t-l I .-I-~~"':4--'i,..~t'--r--~-t~~t~-t-~"..~ '. '__...,-"";'.....m_h......;.. -... '--~---';' j~--'\~~~~ - "' - ___L --..J_J__LLt::1'=D~L-:~!.A,~:A . A-Lie., . _,.__L_j.......J_LLj , I,' ',' ' . , , , . " , I I ' I I j; i!: i i ! ; . i j !! : 1- }'.~..:_~~'---~'" --':~.~; '=, - \?o ~ II?' . - ,,' .~. c--'1-~J--i ' i'~- I~r-- -:--~,:'-~ -'::=r'-i-~Tl: t !_ ~~~=- ..Co0~L A<kA ~C. Tc.. 10'''" _~ {rrn"Fti , I : i! I i i i I I ' , I i i"------f--;---I---.---,,.~ . Iii i : I I J _ ...~__ __ ___-'_------,._ -.- --~ --. : i i I ; i I: .' ,. . .,____:"'_J:~__[~L~__....L : ' , ' ! I ~------_.---.--I --~_;-~- M l,r--l"li:-,____..j___--'-- " . i '-------'~-T:-T!~ .. ____'. ._.__._ ._u _. _._.___;_~ , , I i --- - --- --" --.i------.-r--T.- . ,I i I : " -c--T----~~,-\~ : : : -~--- ---....:.-.- j-._-~._~ J p<, OA I_.~__ -i--~,~;/--.kn AG A~EA ! :; i' j i-J-.. _: __ 1__ ..__ . . : I :! i I' "',:, - .....L_j_ -j-' - . _.~",_., ___1 _T_ _ , I~u:, -~ ",L~, . '.C'o-;;,AA\-- AC?X ~\ 1-----, .,.....J____ J N r'5'l A<.... A IlEA I , .--- _.--.._-----.~: 1, l,!- I'~~--- '_I ---t:L~~. '" , A ,__0 A. '6h"'- 146" __ ._'..l::: I,:'~:::> I 14D = 0' U<SC T6 o. 10 ""'N, ...A ..~._.._--- , A- C) ..___..__.____n___._ , ,6 h =CjO -- If?o. : l -:. IlDeo I r -= 30': , ___~,y,AA'!--, M~GA.__ .. ..,_IL- =- to ,,,,,,..1 ~ . I j' , ) I : . ._ __ ,_._.L...J___~_ /' '~ ! .' ,.A,,j -TL \~ . __'~r==~J,~J-1..J--J~~ : i : : I ! i i : . -~- _.-.;--_\ -- -:.-L....J.--~'7~-. , ' . _________ ___n_ ----.-.- ! , - -----...--...,--. ~~~- - -t I i I !-- -- , , I''-~- ,---.- 1--+-- ._.'__~._..o- ! 1- L- , 1,'--''';--- .~-~ I I I I I I I I I . I', .,...-...."... , ' . -- -... -.,j,--l -Ie 'Po laJ$ - ~~Rt-+j~~Ei '. -----'- . - I I ~GINEr~~urN~ I: r----r--i~ -",;'dl\-' :5')- j.;.1I::;..1 ---1-H-+-H---t-+-t---1-'!-! l' , jj-1 ij -ttttj,i,,:..l:t,__,.., ' --li-----J-:-4-i,-+-~j-LL.-+.....J..,--.l.J I, --LL..J-U _~. ! ; INm!lO\1'_AecA ~ ---kn~-f --..LLJ-,L ' j ~j_L.lJ -,-J-!,-,L-:-~..J-l' H' I , ,', T_ i ' , .-J ' , f' I I ._..L.._L--'.__b_t\..~..U!r-::: .:3,:::,-"" 'U:'__l__~._ i I, ", -l~I-.!..-!---'--IJJ:-=-J..J..b...?-:t-:-" u, - -! --'-, LLi---- _J_.i,l~,_~ i Iii Ii! i ; I Ii' ii' I I I ~' 1---I-tl'CJ~~ \:C-A~A-~ T--:"--l-~i----d) "~,..I-"i --I i ()LI~ ~).. ,,) -~ -1-1"-1-"-,' -!--',--;-- -- ,---,'---'t-l-r'I-r..LI"1'-'I~i- ~-l -~-I: i '---f--T~-----"-"~-I'-+-TTt I I ----1-..' ,_' ,..; ___' 1 __1.. ,..:...- ,---, ,--- L! ;-, . I j.J ~ It' ' I ! ,,' i I I I". _!__ :,_,_1~ITI4L_!A(2;:A_~)\__.::_~1I!,_~ I ! I-.J , l i it! f ~; i i :! I, i i . ,t ~,;:. I Ii! ! Ii, '.---:---1- --t----~._.- -- ..--f- ..-.. ~ ~.~--.~.--~ ._-,_._,.-~-.--4----'I-~----1 I I -~... :--~,""-'-"I';t.~-~~oJ-.;~~.I~+-(P~!,_.+: --H ,I ) ,\.....-' iF) -, - , I I I - ; --, -T' ii"i-- ":~~-':-' "i~tl~- I i I _ _ .. _._ . ._~_ __.' u.. __! _.~ ,_.' . _1. l_~~_~____.._u __._~.~_ L__J.._._..l__ \ I : f i ! i I ! i ! 1 , :>,,-j-J,^ '(., N'-FA__ i3~=i--l1!i'.6 ('f'-+-'l-i-i L11~l..Q('1 __ .!_ .: _.." !~._._J__I_.__~. I . l__.,.;_"~~.. I ;', +-+-~'-~-J"J_i---+-+1 \ -\ ' ~__ _..._ '. ,J _~_~.~_ J-_l.~- .~_.~~---;..-- , ! Iii i L! ! i II I ,.. -,,---- --', ",~.-:",T]~--l LJ_I,t:J~"lJ.J , ; i i I i I I I i I 'T'i'lTt-l-~T-j I . + -1'''1 ' I" '--il--H-1 .. - .~,__ ..'_LJ. i~~LtTjj:_1J_L-1J ! ! Iii : i ! l' I ." _-,__'--;-___.-----!-..____ _.--f'---,--- ,,' I I !' I I , , " I I ; .. u~,~., _1___J_~_._.:.~ ~___, - : n~. ; I I ii' . I I I I ' \ \ ! 1 ~ I !. I ..__.. ..._._..___ ... ...__,__~_~-~J_.---.--.-.-.......!------:----L- I ! , : i ! ! i : I I i .. ..;, ,...;--, .~._'-.-:.----i--;...,--',--!.....-,--.....T_-- I -- :L~_~-~,-~n--.~-~----; I ' : ; Ii; , : ii' , --- '''T-TTi-T---ti--l I ,..' .,. ___ ,ii' '1, j : ,I ,1..'1'-...1-'-, ___...". ,,>n, : : ! Iii . ' i I : I \ fi~~t-~:~~Jl~~t-1-~ -:]1 il-H~~Trr I 1 ~__. ... -~- _ --- ._.__.....:------.---+-..J..-.~: : -t--i-J- I DA' JOB NO. ~ z.. ,-' ' '~y' 1----- -----1---1- +- '" ,---j I --t--.l I SHEf' II! H'- -.j F '3~ - I R_C._E: i I -I ------ '--c -- .~_J_._ , ' , ---- ~-_. ------..--- , ' , __ __J I 1----'-' \-+-1 I I \ I ,~ I I I I I I I I I I I I I I I I I I I Pl.:;,b I~t************************************************************************* PRESSURE PIPE-FLOW HYDRAULICS COMPUTER PROGF:AM PACKAGE (Refe,ence: LACFD,LACRD,& OCEMA HYDRAULICS CRITERION) ***********************************.~**************************************** <<<<(<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>)>>>>>>>>>>>>>>>>>>>)>>>>>>>>> (C) Co!"y.-ight 1982,1986 Advanced Ergi"eering Sofh,at-e fA':::5J Especially ~)r9pared for: NESTE, 8RUDIN & STONE,INC. <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>})>>>>>>>>>)->>>>>>>>).>>>>>>).>>>>>>).>> **********DESCRIPTION OF RESULTS******************************************** * A.D. 1~5 NETWORK 2 * * R 66 052 016 RWS 4/27/86 * * FILE AD1552 * ***************************.~******.~*****************.jIE.********** ************* **************************************************************************** NOTE: STEADY FLOW HYDRAULIC HEAD-LOSS CmlFUTATIONS BASED Drl THE ,'lOST CONSERVATIVE FORi'1ULAE FF:OM, TYE CUF:RENT L.ACRD,LACFCD, MiD OCEMA DESIGN MANUALS. DOWNSTREAI'1 PRESSURE PIPE FLOW CONTROL DATA; NODE NUMBER = 1.00 FLOWLINE ELEVATION = 15.00 PIPE DIAMETER (INCH) = 96.00 PIPE FLO\-J( CFS) = 473. L,C ASSUMED DOWNSTREAM CONTF:OL HGL = 22. ",60 ---------------------------------------------------------------------------- ------------------------------------ -------------------- -- ------------ -------- SOFFIT CONTROL ASSUMED AT BEGINNING OF PIPE SVSTEt1 NODE 1.00 : HGL= ( 23.000>IEGL= ~ 24.377);FLOWLINE= ( 15.000> <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>)>>>>>>>>>> Advanced Engineering Software [AESJ SERIAL Nc,. 106111 VER. 2.3C RELEASE DATE: 2/21/86 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>}>~>>>>>}~>>>>>)>>> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 1.00 TO NODE UPSTREAM NODE 2.00 ELEVATION = 15.03 2.00 IS CODE = 1 ----------------------~----------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = ' 473.40 CFS PIPE DIAMETER = 96.00 INCHES PIPE LENGTH = 33.41 FEET MANNINGS N = .01300 SF=(Q/Kl**2 = (( 473.40l/( 9120~769)l**2 = .0026940 HF=L*SF = ( 33.41l*( .0026940) = .090 NODE 2.00 HGL= ( 23.090>;EGL= < 24.467>jFLOWLINE= ( \;1 15.030) -,.._....,,,,,..., .''''''''~-:_'''''~~'~~ ...---....-..,.............~..._.......--,..,----- ----'---_...~- .,.--- . '. I I . I . I I I . . . I . . . I -PI~T ============================================================~=============== PRESSURE FLOW PROCESS FROM NODE 2.00 TO NODE UPSTREAM NODE 3.00 ELEVATION = 15.10 3.00 IS CCDE = 3 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE-BEND LOSS~S(OCEMA): PIPE FLOW ~ 473.40 CFS PIPE DIAMETER = 96.00 INCHES CENTRAL ANGLE = 42.701 DEGREES '.. PIPE LENGTH = 67.(17 FEET ~lANNINGS N = .0130r; PF:ESSURE FLOW AREA = 50.266 SQUARE FEET FLOW VELOCITY = 9.42 FEET PER SECOND VELOCITY HEAD = 1.377 BEND COEFFICIENT(KB) = .1722 HB=KB* (VELOC I TY HEAD) = ( . 172) * ( 1.377) = .237 I PIPE CONVEYANCE FACTOR = 9120.769 FRICTION SL9PElSFI = FRICTION LOSSES = L*SF = ( 67.(7)*( .0(26940) s .181 NODE 3.00, : HGL= (23.508:>;EGL= 24.885>fFLOWLINE= ( ; .0026940 15.100> ============================================================================ PF:ESSURE FLO\. PROCESS FROM NODE :3 . ')0 TO NODE UPSTREAM NODE 4.00 ELEVATION = 15.15 4.00 IS CODE = . . ------------------------------~--------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSESCLACFCD): PIPE FLOW = 473.40 CFS PIPE DIAMETER = 96.00 INCHES PIPE LENGTH = 49.42 i-EET MANNINGS N = .01300 SF=(Q/K)**2 = II 473.40)/( 9120.76911**2 = .0026940 HF=L'''SF = ( 49.421*( .00269401 = .133 NODE 4.00 : HGL= ( 23.641>;EGL= "- 25.018:>;FLOWLINE= <: 15.150:> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Pf':ESSURE FLOW PROCESS FRON NODE '+ . 00 TO NODE UPSTREAN NODE 5.00 ELEVATION = 15.15 5.00 IS CODE = 5 ---~------------------------------------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. 1 2 3 4 5 DISCHARGE DIAMETER 471.0 96.0(1 473.4 96.00 2.4 18.00 .0 .00 .0===Q5 EQUALS AREA '.jELOCiTY 50.266 ' "? :370 50.266 9.418 1.767 1.358 .000 .000 BASIN INPUT=== 90.000 .000 DELTA .000 HV 1.363 1.377 LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Ql*Vl*COS(DELTAl)-Q3*V3*COS(DELTA3)- Q4*V4*COS(DELTA4))/(CA1+A2)*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .00267 DOWNSTREAM FRICTION SLOPE = .00269 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00268 JUNCTION LENGTH(FEET) = 1.50 FRICTION LOSS = .004 ENTRANCE LOSSES = .000 MANHOLE LOSSES GREATER THAN THOMPSON 110MENTUM LOSSES MOMENTUM LOSSES = .014 MANHOLE LOSSES = .069 JUNCTION LOSSES = DY+HVI-HV2+(FRICTION LOSS)+{ENTRANCE LOSSES) JUNCTION LOSSES = .028+ 1.363- 1.377+( .0(4)+( .000) = .073' \'3>'0 NODE 5.00 : HGL= < 23.728>;EGL= < 25.091>;FLOWLINE= < . 15.150> .. .-:..-...~_.- .'. - ."." " ~'. ~..~~.~rk~(;~;k~~~~~~;~~~.~~~~~;_::::~i;;.:j~\t~~;i~~~:~~i~~!:~~~li~;-}~: . --',::~'::Fi::o.:~;w~ ".,.,.'.'.."".'.'.<,;'.. .,.".~~-_.....,.._,....... "'...... ,. - "j-""'- .',..~:,~;f.::'W'.".~ '-..,:.,-_;-..;-.,.'}.:,..~t7,:-^.",-~..:,.";->:~",,:~!,,~~,~,,," ^'-: I I I =======================================================================7==== I I I I I I I I I I I I I I PI "e> PRESSURE FLOW PROCESS FROM NOD~ 5.00 TO NODE UPSTREAM NODE 6.00 ELEVATION = 15.73 ------------------------------------------~--------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCD): PIPE FLOW = PIPE LENGTH = SF==(Q/K)**2 = HF=L *SF ,= ( NODE 6.00 96.00 INCHES .01300 .0026667' 471.00 CFS PIPE DIAMETER = 75.67 FEET MANNINGS N = (( 471.(0)/( 9120.769))**2 = 75.67)*< .0026667) = .202 : HGL= ( 23.930>;EGL= < 25.293);FLOWLINE=' 15.730> ============================================================================ PRESSURE FLOW PROCESS FRot1 NODE 6. 00 TO NO!)E UPSTREAM NODE 7.00 ELEVATION = 15.74 7.00 IS CODE = 5 ------------------------------------.---------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY 1 438.3 96.00 50.266 8.720 2 471.0 96.00 50.266 9.370 3 16.3 30.00 4.909 3.321 4 16.4 24.00 3.142 5.220 5 .0===Q5 EQUALS BASIN INPUT=== DELTA .000 H'.J t . 181 1.363 90.000 90.000 LACFCD AND OCEMA PPESSURE FLO:"1 JUNCTION FORMULAE DY=(Q2*V2-Ql*Vl*COS(DELTA1)-Q3*V2*COSIDELTA3)- Q4*V4*COS(DELTA4))/((Al+A2)*16.11 USED: UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .002::!1 DOWNSTREAM FRICTION SLOPE = .00267 AvERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00249 JUNCTION LENGTH(FEETI = 4.67 FRICTION LOSS = .012 ENTRANCE LOSSES = .000 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = .365+ 1.181- 1.363+( .(12)+( .(00) = .194 NODE 7.00 : HGL= < 24.307>;EGL= < 25.487>;FLOWLINE= < 15.740> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- PRESSURE FLOW PROCESS FROM NODE 7.00 TO NODE UPSTREAM NODE 8.00 ELEVATION = 16.24 8.00 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = PIPE LENGTH = SF=(Q/K)**!'! = HF=L*SF = ( NODE 8.00 438.30 CFS PIPE DIAMETER = 96.00 INCHES 505.34 FEET MANNINGS N = .01300 (( 438.301/( 9120.769))**2 = .0023093 505.34)*( .0023(93) = 1.167 : HGL= ( 25.474~;EGL= < 26.654>;FLOWLINE= < \?C\ 16.240> 1,;,~~~~:r;~;~t~'""~.':'rf4~~;~'~;''-:' ..'. , .' ,'. .~,..:" " , '. :;'~;-'<~:~~~1~]~~~~::..:~~t:'~i' ~-" .:" ~ ::=,.::~~?~{:~.~~~. "~~_:' .- '..,.... .' - -. - .' . : ,..; .",", f:;"' ,,,......:~i;.~;~'{i~t~fi;\F~'~~.P,;;.,.;r.~jif~~_"t';+. ..-:..,;'"~-;.~;::-,~-.~3~.-.:.:_~~ ._ .:":<:.;.:_~:,;,~.~;.;~:~t:Z'"F~.;V'lPi. ',,:,:" ',",",:''',:Ji;~ ..... ..'"'. .,:~;_;:.:;<~;:,::;,y:'1:''fu~ '. \'8;~.,~~;~t:;jflir~zri~~i~~?~?~~~;f~;~:,~~:~"..~ I I I I I I I I I I I I I I I I I I ============================================================================ PRESSURE FLOW PROCESS FROM NODE 8.00 TO NODE UPSTREAM NODE 9.00 ELEVATION = 16.64 9.00 IS CODE = 9 ---------------------------------------------------------------------------- P 1,=,~. ,CALCULATE PRESSURE FLOW TRANSITION LOSSES(LACFCD): PRESSURE PIPE FLOW(CFSI = 438.30 . UPSTREAM DIAMETER(INCH) = 72.00 DOWNSTREAM DIAMETER(INCH) = 96.00 TRANSITION STRUCTURE LENGTH(FEET) = 4.67 UPSTREAM MANNINGS N = .0130 DOWNSTREAM MANNINGS N = .0130 TOTAL-ANGLE-OF-TRANSITION(DEGREES) = 5,711 UPSTREAM VELOCITY(FPS) = 15.502 UPSTREAM VELOCITY HEAD = 3.731 DOWNSTREA!'1 VELOC I TY (FPS) = 8.720 DQl.iNSTREAM VELOC I TV. HEAD = 1 . 181 , HT = .2*(Vl*Vl-V2*V2)/64.4 TRANSITION LOSS COEFFICIENT = .2000 TRANSITION LOSS = .510 UPSTREAM FRICTIm~ SLOPE = DOWNSTREAM FRICTION SLOPE = AVERAGE TRANSITION STRUCTURE HF = L*SF = .030 TOTAL LOSSES = (HT)+(HF) = ( .510)+( NODE 9.00 : HGL= ( 23.463>;EGL=. / .01071 .00231 FR I CTI ON SLOPE ASSU~lED = .00651 .030) 27.195>;FLOWLINE= < 16.640> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 9.00 TO NODE UPSTREAM NODE 10.00 ELEVATION = 18.70 10.00 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 438.30 CFS PIPE DIAMETER = 72.00 INCHES P'IF'E LENGTH = 522.34 FEET MANN INGS N = .01300 SF=(QIf<l;""2 = <\ 438.30)/( 4235.079))*.;,2 = .010'7108 HF=L*SF = ( 522.34)~( .0107108) = 5.595 NODE 10.00, HGL= < 29.058>;EGL= < 32.7',"0>;FLOWLINE= -' 18.700>,\ ~~~~~~~~~~~~~~~~~~~~!~~i~:~~~~~~~~~i~~~~~~:~;~~~:~~~~~~~::~~:~::::~~~~:~~J~ NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV I 1 416.3 60.00 19.635 21.202 .000 6.980 2 438.3 72.00 28.274 15.502 3.731 3 10.8 24.00 3.142 3.438 45.000 I 4 11.2 24.00 3.142 3.565 58.241 I 5 .O===Q5 EQUALS BASIN INPUT=== . I I \. LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE DY=(Q2*V2-Q1*Vl*COS(DELTAl)-Q3*V3*COS(DELTA3)- Q4*V4*COS(DELTA4))/((Al+A2)*16.1) rttJL.O~ ,H' .-11,1:' ~ USED: f < UPSTREAM MANNINGS N = .01300 ' DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .02555 \ DOWNSTREAM FRICTION SLOPE = .01071 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01813 JUNCTION LENGTH(FEET) = 4.66 FRICTION LOSS = .084 .ENTRANCE LOSSES = .000 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = -2.696+ 6.980- 3.731+( .084)+( .000) = .638 NODE 11.00: HGL= < 26.447>;EGL= < 33.427>;FLOWLINE= < 19.750> "gli~.~~~,tW~~ii\i.~~S'~~~iitf'- I I ===========================================================================~ I I I I I I I I I I I I I I I I ? zoo i PRESSURE FLOW PROCESS FROM NODE 11.00 TO NODE UPSTPEAM NODE 12.00 ELEVATION = 21.60 12.00 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLO!-l = PIPE LENGTH = .5F=(Q/K)**2 = HF=U'SF = < NODE 12.00 416.30 CFS PIPE DIAMETER = 60.00 INCHES 120.67 FEET MANNINGS N = .01300 (( 416.30)/( 2604.423))**2 = .0255499 120.67)*( .0255499) = 3.083 : HGL= <: 29.530>;EGL= <: 36.510>,FLOWLINE= {. 21.600> ===:======================================================================== PRESSURE FLOW PROCESS FROM NODE 12.00 TO NODE UPSTREAt1 NODE 13.00 ELEVATION = 24.10 13.00 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW =' 416.30 CFS PIPE DIAMETER = 60.00 INCHES PIPE LENGTH = 100.00 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 416.30)/( 2604.423))**2 = .0255499 HF=U"SF = ( 100.00HH .0255499)= 2.555 NODE 13.00: HGL= < 32.085>;EGL= <" 39.065>;FLOWLINE= < 24.100> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- F'RESSURE FLOW PROCESS F;:::ot1 NODE 13.00 TO NODE UPSTREAM NODE 14.00' ELEVATION = 34.22 14.00 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE: FLOW = 416.30 CFS PIPE DIAMETER = 60.00 INCHES PIPE LENGTH = 268.67 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 416.30)/( 2604.423)1**2 = .0255499 :-iF=L"SF = ( 268.67)*< .0255499) = 6.865 NODE 14.00: HGL= <: 38.950> ; EGL= <: . 45.930>; FLOWLI NE= " 34.220> ---------------------------------------------------------------------------- PRESSURE FLOW LOST PRESSURE NODE 14.00 USED TO ADJUST SOFFIT CONTROL 39.220>;EGL.= <: HGL AND EGL = .27 46.200>;FLOWLINE= < 34.220> ASSUMPTION HEAD USING : HGL= < ============================================================================ PRESSURE FLOW PROCESS FROM NODE 14.00 TO NODE UPSTREAM NODE 15.00 ELEVATION = 34.39 15.00 IS CODE = 5 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY 1 386.9 60.00 19.635 19.705 2 416.3 60.00 19.635 21.202 3 8.3 24.00 3.142 2.642 4 21.1 24.00 3.142 6.716 5 .0===Q5 EQUALS BASIN INPUT=== DELTA HV 6.029 6.980 .000 42.947 56.373 LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE OY=(Q2*V2-Ql*Vl*COS(DELTA1)-Q3*V3*CDS(OELTA3)- Q4*V4*COS(DELTA4))/((Al+A2)*16.1) USED: \~\ "+~~~~i~.;':~~~:~;;j;~~i~~i~r~::,"t~~~~~~;l:J~;;~i~~~~;~~~~f~~>"Ji;';;"- I I, ,I I I I I I I I I I I I I I I I UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .02207 DOWNSTREAM FRICTION SLOPE = .02555 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .02381 JUNCTION LENGTH(FEET) = 4.67 FRICTION LOSS = .111 ENTRANCE LOSSES = .000 JUNCTION LOSSES = DY+HVI-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = 1.753+ 6.029- 6.980+( .111'+( .000) = .913 NODE 15.00: HGL= < 41.084>;EGL= < 47.113>;FLOWLINE= ~ 34.390> 'PZo/ ; ============================================================================ PRESSURE FLOW PROCESS FROM NODE 15. ('0 TO NODE 16.00 I S CODE = 1 UPSTREA,1 NODE 16.00 ELE\/ATION = 36.00 / ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = PIPE LENGTH = SF=(Q/K)**2 = HF=U,SF = ( NODE 16.00 386.90 CFS PIPE DIAMETER = 60.00 INCHES 42.62 FEET MANNINGS N = .01300 (I 386.90)/( 2604.423))**2 = .0220686 42.62)*( .022(686) = .941 : HGL= < 42.024>;EGL= < 48.053>;FLOWLINE= < 36.000> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 16.00,TO NODE UPSTREAM NODE 17.00 ELEVATION = 40.00 17.00 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACF~D): PIPE FLOW = 386. '90 CFS PIPE DIAMETER, = 60.00 INCHES PIPE LENGTH = 140.48 FEET MANNINGS N = .01300 SF=(Q/K'**2 = (( 386.90)/1 2604.423))**2 = .0220686 HF=L-SF = I 140.48)*( .022(686) = 3.100 NODE 17.00: HGL= < 45.125>;EGL= < 51.154>;FLOWLINE= < 40.000> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- PRESSURE FLOW PROCESS FRot1 NODE 17.00 TO NODE UPSTREAM NODE 18.00 ELEVATION =42.50 18.00 IS CODE = 1 ---------------------------------------------------------------------------- CALC~LATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = PIPE LENGTH = SF=IQ/K)**2 = HF=L*SF = ( NODE 18.00 386.90 CFS PIPE DIAMETER = 60.00 INCHES 286.24 FEET MANNINGS N = .01300 (( 386.90l/( 2604.423))**2 = .0220686 286;24) *1 .')220686) = 6.317 HGL= < 51.442>;EGL= < 57.~71>;FLOWLINE= < 42.500> ===;;======================================================================= PRESSURE FLOW PROCESS FROM NODE 18.00 TO NODE UPSTREAM NODE 19.00 ELEVATION = 42.55 19.00 IS CODE = 2 ---------------------------------------------------------------------------- = 60.00 INCHES = .301 \A;V < 42.550> -p '202 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPEfLOW : PIPE LENGTH = SF=(QiK)**2 = (( HF=L*SF = ( NODE 20.00 386.90 CFS PIPE DIAMETER = 60.00 INCHES 2.94 FEET MANNINGS N = .01300 386.90Ii( 2604.423))**2 = .0220686 2.94)*( .022(686) = .065 : HGL: < 51.808>,EGL= < 57.837>,FLOWLINE= < 42.590> 21..00 IS CDI:E = 3 CALCULATE PF:ESSURE FLOW PIPE-BEND LOSSES(OCEMA): PIPE FLOW = ,386.90 CFS PIPE D I AMETEF: = 6.) . 00 INCHES CENTRAL ANGLE = 79.426 DEGREES PIPE LENGTH: 62.38 FEET MANNINGS N = .01300 PRESSURE FLOW AREA = 19.635 SQUARE FEET FLOW VELOCITY = 19.70 FEET PER SECOND VELOCITY HEAD = 6.029 BEND COEFFICIENTIKB) = .2349 HB=f<B*(VELOCITY HEAD) = ( .235)*( 6.029') = 1.416 PIPE CONVEYANCE FACTOR = 2604.423 FRICTION SLOPE(SF) = FRICTION LOSSES = L*SF = C 62.38)*( .0220686) = 1.377 NODE 21.00: HGL= < 54.600>,EGL= ~ 60.630>;FLOWLINE= < .0220686 43. 52C>> PRESSURE FLOW PROCESS FROM NODE 21.00 TO NODE UPSTREAM NODE 21.10 ELEVATION = 44.76 1 CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCD): PIPE FLOW = 386.90 CFS PIPE DIAt1ETER = 60.00 INCHES PIPE LENGTH = '59.35 FEET MANNINGS N = .01300 SF=(Q/K>**2 = (( 386.90)/( 2604.423))**2: .0220686 HF=L*SF = ( 59.35)*( .(220686) = 1.310 NODE 21.10: HGL= < 55.910>;EGL= ( 61.939>;FLOWLINE= < 44.760> 22.00 IS CODE = 1 CALCULATE PRESSURE FLOW FRICTION LOSSESCLACFCD): PIPE FLOW = 386.90 CFS PIPE DIAMETER = 60.00 INCHES PIPE LENGTH - 93.09 FEET MANNINGS N = .01300 SF=CQ/K)**2 = (( 386.90)/( 2604.423))**2 = .0220686 HF=L*SF = ( 93.09)*( .(220686): 2.054 NODE 22.00: HGL= < 57.965>;EGL= < 63.994>;FLm~LINE=" 45.670> \b0 Ig~I~~t7.~;~~::::,'~~;~~;:,~;i;~i~":~-L~;:;~J);.:.~~;.~~:..,~' 'P '203 ============================================================================ PRESSURE FLOW PROCESS FROM NODE 22.00 TO NODE UPSTREAM NODE 23.00 ELEVATION = 46.36 23.00 IS COD:::: = 3 ------~--------------------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE-BEND LOSSES(OCEMA): PIPE FLOW = 386.90 CFS PIPE D I AI~ETER = 60. 00 It~CHES CENTRAL ANGLE = 90.000 DEGREES / PIPE LENGTH = 70.69 FEET MANNINGS N = .01300 PRESSURE FLOW AREA = 19.635 SQUARE FEET FLOW VELOCITY = 19.70 FEET PER SECOND VELOCITY HEAD = 6.029 BEND COEFFICIENT(KB) = ~2500 HB=KB*(VELOCITY HEAD) = ( .250)*( 6.029) = 1.507 PIPE CONVEYANCE FACTOR = 2604.423 FRICTION SLOPE(SF) = :=R I CTI m.j LOSSES = L*SF = ( 70.69) * i .022(686) = 1 .560 NODE 23.00: HGL= < 61.032>;EGL= < 67.061>;FLOWLINE= <: I .0220686 46.360> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 23.00 TO NODE UPSTREAM NODE 24.00 ELEVATION = 50.71 24.00 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSESiLACFCDi: PIPE FLOW = PIPE LENGTH = SF=(Qil<)**2 = HF=L*SF = ( NODE 24.00 386.90 CFS PIPE DIAMETER = 60.00 INCHES 111.89 FEET MANNINGS N = .01300 ( ( 386.90) I ( 260"'. L,23) ) **2 = .0220,"86 111.89)*1 .02206861 = 2.469 : HGL= <: 63.501>;EGL=, 69.530>;FLOWLINE=, 50.710> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 24.00 TO NODE UPSTREAM NODE 25.00 ELEVATION = 50.93 25.00 IS CODE = 9 --~------------------------------------------------------------------------- CALCULATE PRESSURE FLOW TRANSITION LOSSESILACFCD): PRESSURE PIPE FLOW(CFS) = 386.90 UPSTREAM DIAMETER(INCHI = 66.00 DOWNSTREAM DIAMETER,INCHI = 60.00 TRANSITION STRUCTURE lENGTH(FEETI = ~.ol UPSTREAM MANNINGS N = .0130 DOW!.lSTF:EAM MANNINGS N = .0130 TOTAL-ANGLE-OF-TRANSITION(DEGREESI = 5.711 UPSTREAM VELOCITY(FPS) = 16.285 UPSTREAM VELOCITY HEAD = 4.118 DOWNSTREAM VELOCITY(FPS) = 19.705 DOWNSTREAM VELOCITY HEAD = 6.029 HT = :1*(V2*V2-Vl*Vl)/64.4 TRANSITION LOSS COEFFICIENT = .1000 TRANSITION LOSS = .191 UPSTREAM FRICTION SLOPE = DOWNSTREAM FRICTION SLOPE = AVERAGE TRANSITION STRUCTURE HF = L*SF = .083 TOTAL LOSSES = (HTI+(HFI = ( .191)+( NODE 25.00: HGL= < 65.686>;EGL= < .01327 .02207 FRICTION SLOPE ASSU~lED = .01767 .083) 69.804>;FLOWLINE= < ~+, ",,~."'.'._.'. ~ . " . li,:G~1:;~1';;i~2:';::;'::";:"': U0:Ft::', ~','... . ....... ~... > ", '" .' ",,,"",~ \ .::....... -,', . ..-,:,- :;:'~.;::::~,':~'.-:. . '.,~ ';'f.J.;i~.'~7_{;- . -" '- - .. . . '.:"~[~~.~i~iii.~~~Ij~_~);,,;): ',,-.,;'-'. I ============================================================================ . PRESSURE FLOW PROCESS FRat'! NODE 25.00 TO NODE, I UPSTREAM NODE 26.00 ELEVATI ON = 66.70 I ____________________________________________________________________________ I I --------------------------------------------------------------~---~~~~~~~--- I 1'- ============================================================================ PRESSURE FLOW PROCESS FROM NODE 26.00 ,0 NODE 27.00 IS CODE = 1 UPSTREAM NODE 27.00 ELEVATION = 68.38 'I --~~~~~~~~~-;~~~~~~~-~~;~-~~~~~~;~-~;~~~~~~:~~;;~~-------------------------- I I ---------------------------------------------------------------------------- PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING 39FFIT CONTROL, = .08 I NODE 27.00: HGL= < C73.8~~;EGL= <. 77,,998> ;FLOWLINE= " ---------------------------------~~\_---------------~----------------------- ---------------------------------~-~---------------------------------------- 'I' PRESSURE FLOW PROCESS FROM NODE \ 27 . 00 TO NODE 28.00 I S CODE = 5 UPSTREAM NODE 28.00 ELEVATI~N = 68.85 II --~~~~~~~~~:~~~~~~~~:~~$~:;~~~~~~~-~9~~~~~:~~~---:::~:------::-------------- 1 193.4 66.00 23.758 i 8.140 29.863 1.029 2 386.9 66.00 23.758116.285 4.118 I 3 159.3 36.00 7.069 22.536 .000 4 34.2 30.00 4.909 6.967 50.010 5 .0===Q5 EQUALS BASIN INP T=== I LACFCD AND OCEMA PRESSURE FLOW JUNCTI N DY=(Q2*V2-Ql*Vl*COS(DELTA1)-Q3*V3*COS( I Q4*V4*COS<DEL TA4) ) I ( (Al+A2) *16.1) //' UPSTREAM MANNINGS N = .01300 / DOWNSTREAM MANNINGS N = .01300 / I UpSTREAM FRICTION SLOPE = .00332 ' " DOWNSTREAM FRICTION SLOPE = .01327 /1 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00830 I.' JUNCTION LENGTH(FEET) = 11.09 FRjCTION LOSS = .092 ENTRANCE LOSSES = .000 I MANHOLE LOSSES GREATER THAN THOMPSO~MOMENTUM LOSSES I MOMENTUM LOSSES =-1.531 MANHOLE LOSSES = .206 , JUNCTION LOSSES ='DY+HV1-HV2+(FRIofION LOSS)+(ENTRANCE LOSSES> JUNCTION LOSSES = 1.558+ 1.(l~4.118+( .092)+( .000) = .298 ,:::}c; , NODE 28.00: HGL= < Q7.267 ;EGL= < 78.296>;FLOWLINE= < 68.850> '" ~~~~~t~~r&~ftfi{~ 2.6.00 IS CODE = 1 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 386.90 CFS PIPE DIAMETER = 66.00 INCHES PIPE LENGTH = 282.67 FE~T MANNINGS N = .01300 SF={Q/K)**2 = (( 386.90)/( 3358.(87))**2 = .0132744 HF=L*SF= ( 282.67)*( .0132744) =' 3.752 NODE 26.00: HGL= < 69.438>;EGL= <'" 73.556>;FLOWLINE= 'P 204- PRESSURE FLOW LOST PRESSURE NODE 26.00 ASSUMPTION HEAD USING : HGL= < USED TO ,ADJUST SOFF I T CONTF:OL 72.200>;EGL= < HGL AND EGL = 2.76 76.318>;FLOWLINE= < 66.700> PIPE FLOW = PIPE LENGTH = SF=(Q/K)**2 = HF=L*SF = ( NODE 27.00 386.90 CFS PIPE DIAMETER = 66.00 INCHES 120.69 FEET MANt-JINGS N= .01300 (( 386.90)/( 3358.(87))"'*2 = .0132744 120.69).( .01~2744) = 1.602 : HGL= < 73.802>;EGL= < 77.920>;FLOWLINE= < 68.380> 68.380> USED: .I' {0r;' 'H6L)t>O _ C'" ... t" ( .)..>0 / .\~;.. ~;f.~'!fr.";;;~.Ji,J l."{ ,;':~:,J\~~~"": .':' I I I I I I I I I I I I I I I, I I I ..-.-..,~ . -~~.,.,.., - .....;~~~ ---,._- P 'Z.O 5' =================================================?========================== PRESSURE FLOW PROCESS FROM NODE 28.00 TO NODE UPSTREAM NODE 29.00 ELEVATION = 69.00 29.00 IS CODE = 1 CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCD): PIPE FLOW = 193.40 CFS PIPE DIAMETEF: = 66.00 INCHES PIPE LEt'1GTH = 3.00 FEET MANNINGS N = . .01300 SF=IQ/KI..2 = I( 193.401/1 3358.08711**2 = .0033169 HF=L*SF = ( 3.001.( .00331691 = .'010 NODE 29.00, HGL= < 77.277>;EGL= < 78.306>jFLOWLINE= < 69.000> I ------------------------------------------------------------.---------------- ------------------.---------------------------------------------------------- PRESSURE FLOW PROCESS FF:OM NODE 29.00 TO NODE UPSTREAM NOGE 30.00 ELEVATION = 71.28 , , 30.00 IS CODE = 3 ----------------_._---------------------------------------------------------- , CALCULATE PRESSURE FLOW PIPE-BEND LOSSES(OCEMAI: PIFE FLOW = 193.40 CFS PIPE DIAMETER = 66.00 INCHES ,CENTRAL ANGLE = 60.137 DEGREES PIPE LENGTH = 51'.23 FEET MANNINGS N = .01300 PRESSURE FLOW AREA = 23.758 SQUARE FEET FLOW VELOCITY = 8.14 FEET PER SECOND VELOCITY HEAD = 1.029 BEND CCEFFICIENTO<BI = .2044 HB=KB* I ',1ELOCITY HEAD) = I .204) * ( 1.029) = .210 PIPE CONVEYANCE FACTOR = 3358.087 FRICTION SLOPEISFI = .0033169 FRICTION LOSSES = L*SF = ( 51.23'*( .00331691 = .170 NODE 30.00: HGL= < 77.657>;EGL= ',' 78.686>;FLOWLINE= < 71.280> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 30.00 TO NODE UPSTREAM NODE 31.00 ELEVATION = 71.33 31.00 IS CODE = 1 CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCDI: PI F'E FLOW = 193.40 CFS PIPE DIAMETER = 66.00 INCHES' PIPE LENGTH = 1.00 FEET MANNINGS N = .01300 SF=IQ/KI**2 = (( 193.401/1 3358.(87))**2 = .0033169 HF=L*SF = I 1.001*1.~69) = .003 NODE 31.00: HGL= < ~~.:>;EGL= < 78.689>;FLOWLINE= < 71.330> ---------------------------------- ----------------------------------------- ---------------------------------- ---------------------------------------- PRESSURE FLOW PROCESS FROM NODE UPSTREAM NODE 32.00 ELEVATI 32.00 IS CODE = 5 CALCULATE PRESSURE FLOW JUNCTION L NO. DISCHARGE DIAMETER AREA 1 167.5 48.00 12.566 2 193.4 66.00 23.758 3 25.9 36.00 7.069 4 .0 .00 .000 5 .0===Q5 EQUALS BASIN INP SSES: VELOCITY 13.329 8.140 3.664 .000 T--- --- DELTA .000 HV 2.759 1.029 64 . 156 .000 LACFCD AND OCEMA PRESSURE FLOW JUNC ION FORMULAE USED: DY=IQ2*V2-Ql*Vl*COSIDELTAll-Q3*V3*C SIDELTA31- Q4*V4*COS I DEL "~'tl} I I I A 1 +A2 I * 16. 1 ~ 'I UPSTREAM MANNINGS N = .01300 ~ DOWNSTREAM MANNINGS N = .01300 ~ UPSTREAM FRICTION SLOPE = .01360 ~?, DOWNSTREAM FRICTION SLOPE = .00332'" AVERAGED FRICTION SLOPE IN JUNCTION;ASSUMED AS .00846 JUNCT! ON LENGTH (FEET> = 7.50 FR I cn ON LOSS = .063 ENTRANCE LOSSES = .000 f JUNCT.ION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = -1.196+ 2.759- ~.029+( .063)+( .0(0) = .597 I --~~~;~~~~:;~~~-;~~~~;.~~;~-~~~~~~~~~~;~~~-~;~~~~;~~~~~~~~~~::_~---~=~~=~~--- LOST PRESSURE HEAD USING SOF~~T' CONTROL = .60 NODE 32.00: HGL= < C7. 13o/IEGL= <: 79.889> I FLO~JL I NE= <: 73. 130> H f1 /., /(}tJ , 11.40 ditt 4 PZOh I II I I. ============================================================================ PRESSURE,FLOW PROCESS FROM NODE 32.00 TO NODE 33.00 IS CODE = 1 UPSTREAM NODE 33.00 ELEVATION = 75.20 , ---------------------------------------------------------------------------- I I CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 167.50 CFS PIPE DIAMETER = 48.00 INCHES PIPE LENGTH = 124.49 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 167.50)/( 1436.431))**2 = .0135975 HF=L*~F = < 124.49)*< .0135975) = 1.693 NODE. 33.00: HGL= < 78.823>IE6L= < 81.582>IFLOWLINE= < 75.200> I--;.~~~~~~~-;~;~-~~~~~;.~;;~-~~~~-~;-~~;~~~-~;~-~~~-~;~----------------------- , LOST PRESSURE HEAD USING SOFFIT CONTROL = .38 NODE 33.00: HGL= < 79.200>;EGL= < 81.959>;FLOWLINE= < 75.200> I I I I I 11======;====================================================================~ ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- PRESSURE PLOW PROCESS FROM NODE 33.00 TO NODE UPSTREAM NODE 33.10 ELEVATION = 79.00 33.10 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 167.50 CFS PIPE DIAMETER = 48.00 INCHES PIPE LENGTH = 197.67 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 167.50)/( 1436.431))**2 = .0135975 HF=L*SF = ( 197.67)*( .0135975) = 2.688 NODE 33.10: HGL= < 81.888>;EGL= < 84.647>IFLOWLINE= ~ 79.000> ---------------------------------------------------------------------------- PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = 1.11 NODE 33.10: HGL= < 83.000>;EGL= < 85.759>;FLOWLINE= < 79.000> PRESSURE FLOW PROCESS FROM NODE 33.10 TO NODE 33.20 IS CODE = 2 I UPSTREAM NODE 33.20 ELEVATION = 79.04 , ---------------------------------------------------------~------------------ , CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD): PIPE FLOW = 167.50 CFS PIPE DIAMETER = 48.00 INCHES PRESSURE FLOW AREA = 12.566 SQUARE FEET FLOW VELOCITY = 13.33 FEET PER SECOND VELOCITY HEAD = 2.759 HMN=,..o.5*(VELOCITY HEAD) = .05*( 2.759) = NODE 33.20: HGL= < 83.138>jEGL= < I I .138 85.897>jFLOWLINE= < '~1 . '~0- 79 040" .",,;;~,'" . "':. <:..,:,~~~2~i~ .' 1 , I I I I .1 t, I I I I I' I I I I ====================================================================t'=~=~== PRESSURE FLOW PROCESS FROM NODE 33.20 TO NODE UPSTREAM NODE 33.30 ELEVATION = 81.10 33.30 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = PIPE LENGTH = SF=(Q/KHH.2 = HF=L*SF = (, NODE 33.30 167.50 CFS PIPE DIAMETER = 48.00 INCHES lC17.67 FEET MANNINGS N = .01300 (( 167.50)/( 1436.431) )**2 = .0135975 107.67)*( .0135975) = 1.464 : HGL= < 84.602>;EGL= < 87.361>;FLOWLINE= < 81.100> PRESSUF:E FLOW LOST PRESSUF:E NODS 33.30 HGL AND EGL ASSU~1PTION HEAD USING : HGL= < USED TO ADJUST SOFFIT CONTROL = 85.100> ;EGL= < .50 87.859>;FLdwLINE= < ,I 81.100> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- PRESSURE FLOW PROCESS FROM NODE 33.30 TO NODE UPSTREAM NODE 34.00 ELEVATION = 85.30 34.00 IS CODE = 1 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 167.50 CFS PIPE DIAMETER = 48.00 INCHES PIPE LENGTH = 152.17 FEET MANNINGS N = .01300 SF=(Q/K1**2,= It 167.50)/( 1436.431))**2 = .0135975 HF=L*SF = ( 152.17)*( .0135975) = 2.069 NODE . 34.00 : HGL= < 87.169> ; EGL= < 89.928> ; FLOWLI NE= .( 85.300> PRESSURE FLOW LOST PRESSURE NODE 34.00 HGL AND EGL = 2.13 92.059);FLOWLINE= l ASSUMPTION HEAD USING HGL= ". USED TO ADJUST SOFF IT CONTF:OL 89.300>;EGL= < 85.300> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- PRESSURE FLOW PROCESS FROM NODE 34.00 TO NODE UPSTREAM NODE 35.00 ELEVATION = 85.79 35.00 IS CODE = 3 ------------------~--------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE-BEND LOSSES(OCEMA): PIPE FLOW = 167.50 CFS PIPE DIAMETER = 48.00 INCHES CENTRAL ANGLE = 90.000 DEGREES PIPE LENGTH = 70.69 FEET MANNINGS N = .01300 PRESSURE FLOW AREA = 12.566 SQUARE FEET FLOW VELOCITY = :13.33 FEET PER SECOND VELOC ITY HEAD = 2.759 BEND COEFF I C lENT (I<B) = .2500 HB=KB*<VELOCITY HEAD) = ( .250)*( 2.759) = .690 PIPE CONVEYANCE FACTOR = 1436.431 FRICTION SLOPE(SF) = .0135975 FRICTION LOSSES = L*SF = ( 70.69)*( .0135975) = .961 NODE 35.00: HGL= < 90.951>;EGL= < 93.710>;FLOWLINE= < 85.790> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 35.00 TO NODE UPSTREAM NODE 36.00 ELEVATION = 86.90 36.00 IS CODE = 5 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA 1 148.0 36.00 7.069 20.938 .000 2 167.5 48.00 12.566 13.329 3 11.4 18.00 1.767 6.451 35.019 '4 8.1 18.00 1.767 4.584 52.186 'S .O===QS EQUALS BASIN INPUT=== HV 6.807 2.759 "JtQ. ',\~ -.. . . ','-.'.~ >. , . ~~'.," "-:.i;~~'-:: p;,~"':~-; :t'Wi'~~1~~~~fu~.f~1~~:~~:;"J:~-.~...-~ ;._. .-:' I I I' I I I I I II: ============================================================================ PRESSURE FLOW PROCESS FROM NODE 37.00 TO NODE I UPSTREAM NODE 38.00 ELEVATION = 90.30 , ---------------------------------------------------------------------------- I I " ============================================================================ PRESSURE FLOW PROCESS FROM NODE 38.00 TO NODE 39.00 IS CODE = 1 UPSTREAM NODE 39.00 ELEVATION = 113.30, I I I , 'P "2.08 ~)i "'." r LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE DY=(Q2*V2-Ql*Vl*COS(DELTA1)-Q3*V3*COS(DELTA3)- Q4*V4*COS(DELTA4))/((Al+A2)*16.1) USED: UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .04924 DOWNSTREAM FRICTION SLOPE = .01360 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .03142 JUNCTION LENGTH(FEET) = 4.66 FRICTION LOSS = .146 ENTRANCE LOSSES = .000 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = -3.002+ 6.807- 2.759+( .146)+( .(00) = 1.192 NODE 36.00: HGL= < 88.095>;EGL= < 94.902>;FLOWLINE= < 86.900> PRESSURE FLOW LOST PRESSURE NODE 36.00 HGL AND EGL = 1.81 96~707>;FLOWLINE= < 86.900> ASSUMPTION HEAD USING : HGL= < USED TO ADJUST SOFFIT CONTROL 89.900>;EGL= < 38.00 IS CODE = 1 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCDJ: PIPE FLOW = 148.00 CFS PIPE DIAMETER = 36.00 INCHES PIPE LENGTH = 112.48 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 148.(0)/( 666.983))**2 = .0492372 HF=L*SF = ( 112.48)*( .(492372) = 5.538 NODE 38.00: HGL= < 95.438>;EGL= < '102.245>;FLOWLINE= ",' 90.300> CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 148.00 CFS PIPE DIAMETER = 36.00 INCHES PIPE LENGTH = 297.67 FEET MANNINGS N = .01300 SF=(Q/K)**2 = ((' 148.00)/( 666.983))**2 = .0492372 HF=L*SF = ( 297.67)*( .0492372) = 14.656 NODE 39.00: HGL= < 110.095>;EGL= < 116.902>;FLOWLINE= < 113.300> .;.. 113.300> ~ I I ,I I I I I I ,I I I I, I I I I I .', ..::~.~;~~~, \,' . .' 'E:J:Zi- P .., ;,...l:lI.._..... G-(.J~"",.lt!,. . ..,,''''''. . ,. ..- . ~.' . . '.>:::}[~~ ==============:============================================================= PRESSURE FLOW PROCESS FRON NODE 39.00 TO NODE UPSTREAM NODE 40.00 ELEVATION = 113.62 40.00 IS CODE = 9 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW TRANSITION LOSSES(LACFCDl: PRESSURE PIPE FLOW(CFSl = 148.00 UPSTREAM DIAMETER ( INCH l = 42.00 DOWNSTREAM D I AMETER'( INCH) = 36.00 TRANSITION STRUCTURE LENGTH(FEET) = 4.66 UPSTREAM MANNINGS N = .0130 DOWNSTREAM MANNINGS N = .0130 I TOTAL-ANGLE-OF-TRANSITION(DEGREESl = 5.711 UPSTREAM VELOCITY(FPS) = 15.383 UPSTREAM VELOCITY HEAD = 3.674 DOWNSTREAM VELOCITY(FPSl = 20.938 DOWNSTREAM VELOCITY HEAD = 6.807 HT = .1*(V2*V2-Vl*V1l/64.4 TRANSITION LOSS COEFFICIENT = .1000 TRANSITION LOSS = .313 UPSTREAt1 FRICTION SLOPE = DOWNSTREAM FRICTION SLOPE = AVERAGE TRANSITION STRUCTURE HF = L*SF = .165 TOTAL LOSSES = (HT)+(HF) = ( .313)+( NODE 40.00: HGL= < 119.911);EGL= < .02164 .04924 FRICTION SLOPE ASSUMED = .03544 .165) 123.586)jFLOWLINE= < 113.620> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 40.00 TO NODE UPSTREAM NODE 41.00 ELEVATION = 122.20 f+1.00 IS CODE' = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCDl: PIPE FLOW = 148.00 CFS PIPE DIAMETER = 42.00 INCHES PIPE LENGTH = 147.67 FEET MANNINGS N =.01300 SF=(Q/Kl**2 = (( 148,('Ol/( 1006.096l )H'2 = .0216394 HF=L*SF = ( 147.67);<'( .0216394) = 3.195 NODE 41.00: HGL= < 123.107>;EGL= < 126.781>;FLOWLINE=':' 122.200> ---~------------------------------------------------------------------------ PRESSURE FLOW LOST PRESSURE NODE 41.00 ASSUMPTION USED TO ADJUST HEAD USING SOFFIT CONTROL : HGL= < 125.700>jEGL= < HGL AND EGL - 2.59" 129:374>jFLOWLINE= < 122.200:> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 41.00 TO NODE UPSTREAM NODE 42.00 ELEVATION = 128.90 42.00 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = PIPE LENGTH = SF=(Q/I<)**2 = HF=L*SF = ( NODE 42.00 148.00 CFS PIPE DIAMETER = 42.00 INCHES 150.90 FEET MANNINGS N = .01300 (( 148.00l/( 1006.096))**2 = .0216394 150.00)*( .0216394) = 3.246 : HGL= < 128.946>;EGL= < 132.620);FLOWLINE=, 128.900> . -------------------------------------------------------------------------~~~. 'PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL I LOST PRESSURE HEAD USING SOFFIT CONTROL = 3.45 ' :::-::~ODE42.001.HGL=:~.:'132.400>jEGL= < '136.074>;FLoWLINE= < ..~ ~\. . _ _- . ~-: t- __-..., . . ,_. . . . _.. .... .. '. . .: .-:::.~~-.:... ...,... \~ 128.900).'-;";;;: _,'i: ""-'.~~,..' rr.......~_ .. :"':'1:<-,.l':"~::: .'c:i' PIPE'FLOW = PIPE LENGTH = SF=(Q/K>**2 = HF=L*SF = ( NO!)E 43.00 148.00 CFS PIPE DIAMETER = 42.00 INCHES 123.67 FEET MANNINGS N = .01300 (( 148.001/( 1006.0961)**2 = .0216394 123.67)*( .0216394) = 2.676 : HGL= < 135.076> ; EGL= < 138.751> ; FLOWLI NE= PRESSURE FLOW LOST PRESSURE NODE 43.00 ASSUMPTION USED TO ADJUST HEAD USING SOFFIT CONTROL : HGL= < 135.900>;EGL= < HGL AND EGL = .82 139.574>;FLOWLINE= ~ 132.400> CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY 1 129,2 42.00 9.621 13.429 2 148.0 42.00 9.621 15.383 3 7.3. 18.00 1.767 4.131 4 11.5 18.00 1.767 6.508 5 .0==~Q5 EQUALS BASIN INPUT=== DELTA .000 HV 2.800 3.674 62.251 69.294 LACFCD AND OCEMA PRESSURE FLOW JUNCTICN FORMULAE DY=(Q2*V2-Ql*Vl*COS(DELTA1)-Q3*V3*COS(DELTA3)- Q4*V4*COS(DELTA4))/((Al+A2)*16.1) USED: UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .01649 DOWNSTREAM FRICTION SLOPE = .02164 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01907 JUNCTION LENGTH(FEET) = 4.67 FRICTION LOSS = .089 ENTRANCE LOSSES = .000 JUNCTION LOSSES ~ DY+HVI-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = 1.618+ 2.800- 3.674+( .089)+( .000) = .833 NODE 44.00: HGL= < 137.607>;EGL= < 140.407>;FLOWLINE= < 132.510> CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 129.20 CFS PIPE DIAMETER = 42.00 INCHES PIPE LENGTH = 59.08 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 129.20)/( 1006.096))**2 = .0164910 HF=L*SF = ( 59.08)*( .0164910) = .974 NODE 45.00: HGL= < 138.581>;EGL= < 141.381>;FLOWLINE= < 133.520> ';;C\ \);l,. _"~;"_.l I I I I I I I I I I I I I I I I I I . HP,ZI/ ============================================================================ PRESSURE FLOW PROCESS FROM NODE 45.00 TO NODE UPSTREAM NODE 46.00 ELEVATION = 133.70 46.00 IS CODE = 5 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO~ DISCHARGE DIAMETER AREA VELOCITY DELTA 1 47.1 48.00 12.566 3.748 29.863 2 129.2 42.00 9.621 13.~29 3 82.0 42.00 9.621 8.523 .000 ,4 .0 .00 .000 .000 .000 5 .1===Q5 EQUALS BASIN INPUT=== HV .218 2.800 ; LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Q1*V1*COS(DELTA1)-Q3*V3*COS(DELTA3)- Q4*V4*COS(DELTA4))/((A1+A2)*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .00108 DOWNSTREAM FRICTION SLOPE = .01649 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00878 JUNCTION LENGTH(FEET) = 11.09 FRICTION LOSS = .097 ENTRANCE LOSSES = .560' MANHOLE LOSSES GREATER THAN THOMPSON MOMENTUM LOSSES MOMENTUM LOSSES = -.110 MANHOLE LOSSES = .140 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = 2.472+ .218- 2.800+( .097)+( .560) = .797 NODE ,46.00: HGL= < 141.960>:EGL= < 142.179>;FLOWLINE= <,133.700> ===========================~================================================ PRESSURE FLOW PROCESS FROM NODE 46.00 TO NODE UPSTREAM NODE 47.00 ELE\IATION = 133.73 47.00 IS CODE = 1 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = PIPE LENGTH = SF=(Q/K)**2 = HF=L*SF' = ( NODE 47.00 47.10 CFS PIPE DIAMETER = 48.00 INCHES 3.00 FEET MANNINGS N = .01300 (( 47.10)/( 1436.431))**2 = .0010752 , 3.(0)*( .(010752) = .003 : HGL= <: 141.964>;EGL= < 142.182>;FLOWLINE= < 133.730> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 47.00 TO NODE UPSTREAM NODE 48.00 ELEVATION = 134.10 , 48.00 IS CODE = 3 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE-BEND LOSSES(OCEMA): PIPE FLOW = 47.10 CFS PIPE DIAMETER = 48.00 INCHES CENTRAL ANGLE = 56.714 DEGREES PIPE LENGTH = 44.54 FEET MANNINGS N = .01300 PRESSURE FLOW AREA = 12.566 SQUARE FEET FLOW VELOCITY = 3.75 FEET PER SECOND VELOCITY HEAD = .218 BEND COEFFICIENT(KB) = .1985 HB=KB*(VELOCITV HEAD) = (' .198)*( .(18) = .043 PIPE CONVEYANCE FACTOR = 1436.431 FRICTION SLOPE(SF) = FRICTION LOSSES = L*SF = ( 44.54)*( .0010752) = .048 NODE ,48.00: HGL= < 142.05S>;EGL= < 142.273>;FLOWLINE= <. .0010752y5z" 134.100>' , ....,. ,.-!.. I ---------------------------------------------------------------------------- ----------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I PRESSURE FLOW PROCESS FROM NODE 48.00 TO NODE UPSTREAM NODE 49.00 ELEVATION = 135.82 49.00 IS CODE =1 'P212 'CALCULATE PRESSURE FLOW FRICtION LOSSES(LACFCD): PIPE FLOW = 47.10 CFS PIPE DIAMETER = 48.00 INCHES PIPE LENGTH. = 203.96 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 47;10)/( 1436.431))**2 = .0010752 HF=L*SF = ( 203.96)*( .0010752) = .219 NODE 49.00: HGL= < 142.274)-;EGL= < "142.492>;FLOWLINE= ,,' 135..820> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- PRESSURE FLOW PROCESS FROM NODE 49.00 TO NODE UPSTREAM NODE 50.00 ELEVATION = 136.53 50.00 IS CODE = 1 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = PIPE LENGTH = SF=(Q/f()**2 = HF=L*SF = ( NODE 50.00 47.10 CFS PIPE DIAMETER = 48.00 INCHES 166.03 FEET MANNINGS N = .01300 (( 47.10)/(1436.431))**2 = .0010752 166.03)*( .001(752) = .179 : HGL= < 142.453>;EGL= < 142.671)-;FLOWLINE= ~ ~ 136.530> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 50.00 TO NODE UPSTREAM NODE 51.00 ELEVATION = 136.55 51.00 IS CODE, = ,~ '" CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER 45.5 48.00 49.9 48.00 4.4 18.00 .0 .00 .0===Q5 EQUALS 5 AREA VELOC ITY 12.566 3.621 12.566 3.971 1.767 2.490 .000 .000 BASIN INPUT=== DELTA HV '.000' 1 .204 .245 2 3 4 45.000, .000 LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE DY=(Q2*V2-Q1*V1*COS(DELTA1)-Q3*V3*COS(DELTA3)- Q4*V4*COS(DELTA4))/((A1+A2)*16.1) USED: UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .00100 DOWNSTREAM FRICTION SLOPE = .00121 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00111. JUNCTION LENGTH(FEET> = 4.66 FRICTION LOSS = .005 ENTRANCE LOSSES = .oeo JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = .063+ .204- .245+( .005)+( .0(0) = .027 NODE 51.00: HGL= < 142.495>;EGL= < 142.698>;FLOWLINE= < 136.550> ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- PRESSURE FLOW PROCESS FROM NODE 51.00 TO NODE UPSTREAM NODE 52.00 ELEVATION = 136.79 52.00 IS CODE = 1 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): .~ .~, . ,,~.~.-, .'. - '. PIPE FLOW = PIPE LENGTH = . SF=(Q/K)**2 = I"",,-,~~~*;F "=2 (00 -:~~!f,~-rjl,~1"i_::~.7~.~~;:;.i~j ~'.f' ~ ., ~.... "" 45.50 CFS PIPE DIAMETER = 48.00 INCHES 57.38 FEET. MANNINGS N = .01300 (( 45.50)/( 1436.431))**2 = .0010034 57.38)*( .001o,~34) = .058 :~~.1;~'5;;5 " 14~;,5.[,~~~~~",,~ ,14~~756> ;FL~WLINE= < _ '-J~- 136. 790~,;:~j;_ .. ............-.... .'l.".:;f:.: , ,","," ..t. ~~"881 = NOIi~^3,3 OO'E~ 300N W~3~iSdn 3QON Oi OO'2~ 3QoN WO~~ SS3~0~d MO,~ 3~nSS3~d E = 3crO= 51 OO-ES ---------------------------------------------------------------------------- ~0"6El = NoIi~^3,3 OO'~~ 3QON W~3~iSdn 1 = 300:l S I O('"~;; 300N Oi 00' E~ 3GON WO~~ SS3:JO~d' MO,.:l 3~nSS3~d ===============~====~===================================================== fnt;l- ~<Jd) / , <0~"'8El > =3NI,MD,.:lL~L.28"2~1 >=,83=<~29"2+'1 > =,8H: OO"E~ 3QON ~Eci' = (~EOOIOO" HH~E';;E ) = =IS"" = S3SSO, NOU~I~.:l +,800100" = (~S)3dO,S NDIi:JI~.:l 18+,"9E+,1 = ~oi:J~.:l 3:JN~A3^NO:J 3dId 9EO" = (+,02' l * (L.L. 1 . l = (G~3H Ai I :J0,3^ l *8;~=8H 89L.l" = (8)i)iN3I:JI=i.:l30~ GN38 ~02" = G\i3H AH:J0,3^ GNo:J3S ~3d i33.:l 29~E = AH:J0,3^ MO,.:l i33.:! 3~'dnOS 99S'21 = 'd3~'d Mo,.:! 3~nSS3~d OOEIO" = N S8NINN~W i33.:! +'E"~E = Hi8N3, 3dId . S.33<J83a 000" ~+, =, 3,8N\i_,_1~~iN3:J . ~IZci S3H:JNI OO'S+' = ~3i3W\iIG 3dId S.:!~ OS'~+, = Mo,.:l 3dId :(~W3:JOlS3SS0, GN38-3dId MOl.:! 3~nSS3~d 3i~,n:J,~:J ----------------------------~----------------------------------------------- :CU:J.:l:J\i'lS3SS0, NOIi:lI~.:l Mo,.:l 3<JnSS3~d 31~,n:J,~:J OO"+'~ 3aON l = ~S''',=.:lH = 2** Oil iJ) =.:lS = H18N3, 3dId = MOl=l 3dId > =3NIlMOI.:l=<0+,S'2+,1 > =183=<9E9"2+'1 > =18H : EIO' = (+,800100" l*CL.+,"al +,EOOIOO' = 2**((lE~"9E+'1 l/(O;;"~~ l) 00810" = N S8NINN~W ' i33.:l L.+,'al S3H:JNI 00"8'1 = ~3.L3W~IG 3dId S.:l:J O~'~'1 <0+,0"681 ---------------------------------------------------------------------------- ~ =183=<0+,0'E+,1 > =18H : OO"+'~ 3aON 10:::liNO:J J.I.:l.:lOS 8NISn O~3H 3~nSS3~d iSOl iSnrO'd 01 G3Sn NOI1dWnSS~ MO,.:l 3~nSS3<Jd , =3NI,MOl.:l=<+,.,2"E+,1 O+" = 183 QNt' 18H <0+'0"6El ============================================================================ O~"O+'I = NOIi\i^313 OO"~~ 300N W~3~lSdn 300N 01 OO".,S 3aON WO:::l.:l SS3:J0:::ld Mol.:l 3~nSS3~d = 3Qo:J SI 00'>:;<;; 1"" ~ ---------------------------------------------------------------------------- ===lndNI NIS~8 S,'dmJ3 ~O===O" ~ 000" 000" 000" 00" 0" +, OOO'~E 016"1 690"L. 00"9E ~"EI E 129'E 99<;;"21 OO"S+' ~"~+, 2 000' 9S1'01 2+,1"8 00"~2 0'28 , ~113Q A1I:J013^ 'd3~'d ~313W~IO 38~'dH:JSIO 'ON :S35SO, NOI1:JNnr Mol.:l 3~nSS3~d 3i~,n:Jl~:J ..,02- 119" 1 AH (1.91*(2~+1~ll/((+,~iI30lS0:J*+,^*+,iJ -(E'diI30lS0:J*E^*EO-Cl'd1,3GlS03*1^*IO-2A*2iJl=AO :Q3Sn 3~lnW:::l0.:l NOI1:JNnr MO,.:l 3~nSS3~d ~W3:J0 ON~ Q:J~:J~1 <00~"0+'1 > =3NI,MOl.:ll<E96"E+,1 > =183l<2~8"2+'1 > =,8H : OO"~~ 300N 02L." = (000" l+(E80" l+?02" -119"1 +12L."- = S3SS0, NOI1:JNnr (S3SS01 3:JN\i<J1N3l+(SSOI NOI1:JI~.:ll+2^H-l^H+AO = S3SS0, NoI1:JNnr 000" = S3SS01 3:JN~~lN3 EEO" = SSO, NOI1:JI~.:l L.l'E = (133.:llHi8N3, NOI13Nnr l~OlO" S~ 03WnSS~ NOI1:JNnr NI 3do,S NOI1:JI~.:l G38~~3^\i 00100" = 3d D'S NoI1:JI~.:l W~3~lSNMOG 10020' = 3dolS NOH:JI<J~ W~3:::l1Sdn 00E10' = N S8NINN~W W~3:::liSNMoa 00810" = N S8NINN~W W~3:::l1Sdn -~------------~------------------------------------------------------------- > =3NIlMOl.:ll<111"+,?1 > =,83l<00S"c?1 > =18H : OO"~S 300N ~l" = .O~~NO:J iI~~OS 8NISn O~3H 3~nSS3~d iSO. ,83 ON'd ,8H lSnrO'd 01 03Sn NOl1dWnSS'd MO,~ 3~nSS3~d {7\ ,<OOS"O?l :::r.i~;d',:-:,.,> ...., W31S^S3dId :s:Jnn'd~OAHMO..:1 3~nSS3~d"~oaN3. ~~~~~~==========~=================~==~============================~=~=~==~~~ I I I I I .-- ... << m I. ., .~~i 11 :c~ 1 I I ...-J I I I I I I I I I , ,-:t ,\j F- <( -' \j, , ... ... ' I , ... "'" "'t- :'Z 'It! ~ CS'\ ...... -.... ..... , \\II ~ ---- , .... 1<\ ..... '\t , ~i \ \ \ \ ,/ ~ \ \ I I. I' 1/ I I ~~~ .,. E.~~ ~ ~~ -- :n ~- I: = ~" '"".- .. -~i t~.1 , I I J I I I I I I I I I " R (,(; ()S2 1!J1t. I .4'D 155' t-/YP,;?,qUUC,'S RWS ~-I(,-et.. P 215 . , , ,i...' .' "'l' \1J III ~:t-. -,4;.-":~:---:-'I.' ';--'~-;--";""'---'+-,i~'1"'~! --;.-'" ~'l:f--'.:;; -~ '.'~-e-~ n__'' ,----- -'T-- ,__.-:!~n"~-:;Ll"IIalii\i-l<n~"~' --:-~~~--~.~~ ._-~- :-A"''r ~ -,- -.- .~ ,- --T-:-.--;-+'---: --..---.;-,---...-,~ \) '.lI.~t'~T- ~~~ --~ -t'!l'~ '8 ----- ';-:T:-:"i-T-':'-:"-:;"U:j:i-"-'~-' ')iJ' "-:,( .\: :'l.( ~ :~ ~ I . i i . .' ~'--{'jOI-j..~c1.$~d=--~- <;S 1- ~ -':- ~ ~ ~ . ~ I::\j.------ .~-:r---.i-~--.--- .-t---~.-------~--,-~ .-- ---"." . ,'~"\IT ~~~-: '(:~'>,,("l??~~.;tid;~',a:..;~' ~.~ -."~ -~~,-~','~ ./~ .=~~::. ~-' __:')....'.n..., <"N')"", ')il ,q '.' N.,.. -,IN;3"l~'o'~'83~~,~cf~~qI:\if-.~~~1\l~'_,~ ':'~' L~ -~ ------~~ ,.~ n 'row" ;i~--'(;.J.;:l) ,--,. : 'I I h, GJ: ~ ~ -- ~ ~..n_ , '.\D .-- .. .l~>-I_,-,.. 19,\-i."..,r\V. ...' '" ~ll.": ,.~.- ,",' '" " '. . .' t-l. ;, "'"'" ,...:.1 ...... ,"-i "! '-J , ' ."..-.. --.. .- ..--'... ..._. -,--. ~.. - - , j Q'" ~'I 'l: I ll' ~ "" -".. ,S'O,... :;t:.7='-;->-' ~QH~-:..JV_-.~-~ _.~, -~, ,- \iJ, ,'ca'::>J~L:;n9y~<m'\f...:J9l--L~-- 1:11,- ~-~- ~ " -(L _, ,__::,~,--"'~I~'~,-:~:1'9H'-\il. S~~!.,j~ ..~~p ~ ^ ", ',. ,. :I:.' N~: N ~t1, 'If ,. f'-"-' TiVi'r-ir),-.- 1'4.;;';i '~, ,:.:;..~~ ",.,~ I' !"I ~t }Q.-::::: --- --:-~ ;i.1....::s "<a'~ @ ~~~ _.-~ -~it. -' ~ . -~- el' nop .., , ".' P' ,. . __,__no, . 1 '.... It> - a ~: \\11 ~r~l/JSl"~O<l):7~'^~:3 ~ I-"~ ~ ~ ~ .." .. F ~~G7L~it'~i.:;~;~j~ ? I~~~I~~~I ~~ ~t ,--, \J .W _<li'-'<..7:'2.__._m____ .--'--~. ~ ,w ,2 .;", ' ~'..L.::l).''o;fICL' ~l:' ,<;) ,\{l~p~_~ p.. _;' r-" ~ - t\J$ -. - -2 ----;.j... - ,I'- t<\" --:2' y.... At-f ,,' (- ::~)-"z"'1 -':II ~ ~! ~ ~ (\ - \\ .. --jJ-'~ ~~,=--,--p (~fo.J../ , s '() (:.l;:l) ";oj':7 ,2 )C - r.( \{) a' 4: ~ ..-- 111 ~ -~ ~ --.-- -"----".-" ~ c;:; ~ Jr",JJ:!- ,__"'! __,I[L --.-:--- - <:; ':> ~' <:5, ~ ~ ~J ~l ~t -d GI '" ~ ..11\ ~ In ~ ~l <:\" 10 In ~! ~! , ~', ~~1 ~' 'Il-I}I "', 6:;~ ...... . ..-)' 'IJ- I('j ~ ~ ~ '\J- " (!X:1::l) '1;t^ ..;, (-.;:l.s,) \;/ ...... I' ....... --r-- '" .....: "" t\.i -<I ' ,~ ~ .. \j ,. :J...&( 5-;:l?) D (.l.::J7 I ~ '.Il~ . I --9 \(), "" ~ ! ~I ~: -,.., '>- ,.... ' -" Il.l: III , , t::i ...\1 AI ~I \1\ NI'IC7? 37.\$0 ''<1'i!:I.l.- <.1"<1) a , ~ <:oJ -,.. ~ .., It\ '" '" ... '" '" ..... ~~~ ~ .'<> m.:? ~- ..' -I-- ~i~ ~ _l~'" , '.. I ' r--- .- r-'\t- . I'- (i'r~ ~ >- -.... <. '" PIt\ ~ ... r-- '" ..... ~s. =U;J ~<lIS. '9'='~ (j) '\f.L> :.L<;- ~, .~. j--.. (;..L;:I) f"l '$1 ~I , r-- " ~'<a:? , ~ fI\ ~ \J1 ,~.___.____. ~- ,~ --, IJl I.tI ' r- l'- u r'...-- r-=-. __--- N .... .---~I,~.------ r--' \J\ '" .... os;. . <<l ~ -1! .:~$ \n Il\ ~ ~ --- (\J '" r-- r- '" '" ~ ~ If\ ~ t\l t-J 6:; ~I .'<j' Vi -.J: ~I I:::!. ~ ~ ! i i I I I I , I , , .. . -3 \ri i ., :0 a <;,{\ '" _~ Zi "(\ ~ CI ~ Ii). <s Q' <:> <:>' .....' -\- ",I i:j , I ~ ~, ~ .~ .~ '.. .. ~ no . I I U!S08 I 4:110:) I I I 0'9 -t I O'S -:II O't. ~ S'E "31 O'E -= I S'Z 4 I "..< ~I ".',- " , "".s,'. '$ I ------, '- ' \ '" ~>, ,,/ \ '- ','- '" \. ",,' "':--- '--9-__-j"'__~ // ~~ 1 !i -1 '-'1\'-,-.,. 0 I '~ 11~~O~;(Z.I,t_--'~J I ... -I " '8'0 .::;r ... I ../"'H5Zp,11 =0 / \ L'O -, I \ 9'0 j . s'o J I \ "Or S3dld HO.l::>~\NO~ I 3.l3H:JNO::> NndS.:IO N91S3~ i ~I ~ ~ .// 0/ /, L /lln.:! ~NIM01.:! \. \. ',..-------- -' "", . O' 6" , ", 8 - L ", ''oli- '. '., !iE ~~._- " \. "'",0 E ''''... ....' , ,\ " '\ ...... '\....., " -.......oL~=O 3sn \ '. . II - ............. \.. ", ", zl=l 'oi=Q. '0'1 ~ '~Z, ,,".. 31dWl1X3 \ ~ ,"' -"-. ", \ ...........~., " -.' "'. '\. ---- \ '---..,,, ~ --s " ~~ ~ -X::-~:::.-/_ " os 0'01 0'6 0'8 O"L 09 001 06 08 OL ", " I q ?/2d. 0<;1, <;21 001 (J.3~-l) H.1"r-Pl <;l 0<; <;L 1...,Q,\ V . -- ...... --~ Uj . I............. --- ;..7 aU!1 - -- a:lop~ ~ ./ l-- --- ., ;/- - ~ --- L....-- L---Q<c. 17 l-- ., -- s- Z ,./ - ~ .,~ - ~ l-cr ' i7,- ;1./ " , , " !..-- G-" 1 -" , I~J" -- ',,-\ - --- ~ ~ ILT--\--'= V '" .... ...... -- I 1/ , j./1 ~.:J. ", /-'" ~~ i I V '..... , l.--' I / .-- .. . 1/ .~~ 01-2 - V ~I I~ / ............... -- '. . ---- -- . t/ -- \ - lA ~'2 .~-z .:::>-:~- / ./ 7 -- 1"/ -- /" . ". ,/ . - " ./15. /' . . -- ,/ .~.. ~>-- / , on _ ',~~.6 l'd ,,\ . \,1, "/, o -L(- SL 'J .::i 118\11.. G SLI 0<;1 SZI 001 S2 os I I I I I I I I I I I I I P217 ***************************************************************~,************ PFESSUF:E PIPE -FLDt.-J HYDFAUU CS Cm1PUTEF PFOGF:AM PACf<AGE (F':efe,-ence: LACFD, LACFD,~, OCEI'1A HYDf~AULICS CF ITEF:IDN) *******************************************,~**************.~***~~..~*..~*~**.~ ~~<<<<<<~~<<<~c,~<~~<~<~<~<<~<<<<~~<<<<~;?j;)).>).>>>>>>>>>>}).>~,)))>>))_))))~)>):> (C) Copyright 1982,1986 Advanced Engineering Software [AESJ Especially prepared for: NESTE, BFUDIN & STONE, INC. <<<<<<<<<<<<<<<<<<< (<<<<<<<<<<<<<<<<<>>>>>>>>).>>>>>>>>>>>>>>>>>>>>>>>>>>>,> **********DESCRIPTION OF RESULTS*******************************,***~*~..****** * A.D. 155 S.D. NETWORK 2A * * F 66 052 016 FWS 2/17/87 * * FILE AD1552A * *********************************************************..*****.~,~*..*.*~~** ******************************************~.**.~***********~,*~***~**~*~***~,*** NOTE, STEADY FLOW HYDFAULIC HEAD-LOSS CDMPUTATIONS BASED ON THE MOST CONSER\lA TI 'JE FOm"llJL.AE FF(JM THE CUFFENT LACFD, LACFCD, AND OCEI'1i-'< DES I GN t'1ANUALS. DOWNSTREAM PRESSURE PIPE FLOW NODE NUMBEF = 1.00 PIPE DIAMETEFIINCH) = 36.00 ASSUMED DOWNSTFEAM CONTFOL HGL. = CONTF:OI., D" T A: FLDWL.INE EL.EVATION = PIPE FLOW(CFS) = 75.630 68.41 161 .60 ==================~==~=~==================================================== NODE 1.00 , HGL= < 75.630>;EGL= < 83.746>;FLOWL.INE= ~ 68.4,10> <<<<<..<..<<<<<<< (,(,,<<<<<<<<<<<<<<<<> >~~::)),:.>)~>)>>)~~>/~;/>>>>}>>>>>) >>> I I I I I I Advanced Engineering Software (AESJ SEFIAL. No. 10611 I \lEF. 2.3C FE LEASE DATE: 2/21/86 <... -! .:' {. ..:.. " , . ........... ::" <".(.(.( .:...( ,... {. { .: { ':..'..':..:.{. .:..:.. .~~~).~))..>~)>>)~~ .>)-.>.> ::- >>>>/..: .::-.> ================================================================~=~=~:==~=== PFESSUFE FLOW PFOCESS FFOM NODE 1.00 TO NODE UPSTREAM NODE 2.00 ELEVATION = 69.77 2.00 IS CDOE = 1 CALCUL.ATE PFESSUFE FLOW FFICTION LOSSESILACFCO): PIPE FLOVl = PIPE L.ENGTH = SF= (C!lf<) **2 = '.', HF=L*SF = ( NODE 2.00 161.60 CFS PIPE DIAMETEF = 36.00 INCHES 9.(8 FEET MANNINGS N = .01300 161.60)/( 666.983))**2; .0587020 9.00)*< .0587020) = .528 : HGL.= < 76.158>;EGL= < 84.274>;FLOWLINE= < 69.770> ,'5?:> I I I I I I I I I I I I I I I I I I I p218 ===================================::;;:===:;;;;==~-:-~======:;;;:======:;::.:=====:;:-~===:=-~~;;::;=.:=~:::::==== PRESSURE FLOl~ F'ROCESS FROl1 NODE 2.00 TO NODE UPSTREAt'l NODE 3.00 ELEVAT ION = 78.30 3.00 .IS CODE- --------------------------------------------------------------_._--- . ......_-- CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCD), PIPE FLOW = 161.60 CFS PIPE DIAMETER = 36.00 INCHES PIPE LENGTH - 191.00 FEET t--1r-,NNIt-lGS N = .Ol300 SF=IQ/K)**2 = II 161.60)/( 666.983))**2 = .0587020 HF=L*SF:::: ( 191.00>*< .0587020):::: 11.212 NODE 3.00 , HGL= ~ 87.370>;EGL= ( 95.486>;FLOWLINE= ~ 78.300> ---------------------------------------.------.-------.-------.---.-....-.------.-.-..----- --------------------------------------------------------------------.--.--.---- , PRESSURE FLOW PROCESS FROM NODE 3.00 TO NODE UPSTREAM NODE 4.00 ELEVATION = 85.85 4.00 IS CODE = 1 ---------------------------------------------------------.------.--.. -..---- CALCULA TE PRESSURE FLO\~ FF: I CT I ON LOSSES I LACFCD ) , PIPE FLOW = 161.60 CFS PIPE DIAMETER = 36.00 INCHES PIPE LENGTH = 100.00 FEET MANNINGS N = .01300 SF=(Q/K}**2;::;; (( 161.60)/( 666.983})**2:: .0587020 HF=L*SF = ( 100.00)*( .0587(20) = 5.870 NODE 4.00 , HGL= ( 93.241>;Effi= < 101.356>;FLOWLINE- ~ 8~.850> ---------------------------------------.-----------.------.------.-.--.----.---.--.-- -----------------------------.-----------------.------.-------------------------- PRESSURE FLOW PROCESS FROM NODE 4.00 TO NODE UPSTF:EAI'1 NODE 5.00 ELE'-JA T I ON = 9Lf . 88 5.00 If::l conE - --------------------------------------------------.-------.----.---.--,.- CALCW_ATE PRESSURE FLOW FRICTION LOSSESILACFCD), PIPE FL.m~ = PIPE LE"lGTH = SF=(Q/fO**2 = HF-L*SF = ( NODE 5..00 161.60 CFS PIPE DIAMETER = 36.(~ INCHES 97.67 FEET MAM~INGS N = .Ol300 (( 161..60)j( 666.983))**2 = .0587020 97.67)*( .0587020) = 5.733 , HGL= ( 98.974>;EGL= ~ 107.090>;FLOWL.INE= 9'4" 880> ==:;;:;::;;=;::;;:;;:;::;;:;;:==========;;:=======;:;;. ========:========::::;======;::;;========:;;:;=::::::::==:;::.:::::~-::=::::====:;;: PRESSURE FLOW PROCESS FROM NODE 5.00 TO NODE UPSTREAM NODE 6.00 ELE'-JATION = 95.29 6.ClQ IS COI:)E - 2 -------------------------------------------------------------- .--.... CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD), PIPE FLOW = 161.50 CFS PIPE DIAMETER = 36.00 INCHES PRESSURE FLOW AREA = 7.069 SQUARE FEET FLOW VELOCITY = 22.85 FEET PER SECOND VELOCITY HEAD = 8.106 HI1N = .05*('.JEL.OCITY HEAD) = .05*( 8.106) -- .405 NODE 6.00 , HGL= ( 99.389>;EGL= ( l07.495>;FLOWLINE- ~ <75,,290> =::===;;:========================;;:===============================~==:;;:~~~~=~=== PRESSURE FLOW PROCESS FROM NODE 6.00 TO NODE UPSTREAM NODE 7.00 ELEVATION = 107.40 7.00 18 CODE = 1 ---------------------------------------------------------_.... CALCULATE PRESSUF:E FL.oW FRICTION LoSSES(LACFCD), PIPE FL.OW = 161.60 CFS PIPE DIAMETER = 36.00 INU~S PIPE LENGTH = 145.73 FEET MANNINGS N = .01300 SF=(QIV)**2 = (I 161.60)/1 666.983))*52 = .0587020 HF=L.*SF = I 145.73)*( .0587020) = 8.555 NODE 7.00 : HGL.= <: 107.934>;EGL= <: 116.050>;FL.Ot.!L.INE= 107. '.00> ,{f\ -----------------------------------------------.----------------------------- I ,. I I I . I I I I I I I I I I I I I PRESSURE FLOW ASSUMPTION USED TO ADJUST LOST PRESSURE HEAD USING SOFFIT CONTROL NODE 7.00 , HGL= < 110.400);EGL= < P ZIt:) HGL AND EGL = 2~47 118.516);FLDWLINE= ( 10'7 D "-i.no> =================================================================:~=~==:==~.~:== PRESSURE FLOW PROC~SS FROM NciDE 7.00 TO NODE UPSTREAM NODE 8.00 ELEVATION = 117.80 8.00 IS CODE = 1 CALCUUHE PRESSURE FLO~J FF: I CTI ON LOSSES (LACFCP) , PIPE FLO~J = 161.60 CFS PIPE DIAI"IETCF: = 36.00 INCIIES PIPE LENGTH = 151.94 FEET MANNINGS N = .01300 SF=(Q/V)**2 (( 161.60)/( 666.983))*~2 =. .0587020 HF=L*SF = ( 151.94)*( .0587020) =. 8.919 NODE 8.00 : HGL= < 119.319);EGL= < 127.435);FLOWLINE= 117..(:300> _____________ __ ___ __ ______.._._._._.____.______._~ - _._.._...___ ___._..___ __._____ __.____ - - _~._ - .._ _...n._ .n..._ __.n."_ F'F:E~iSURE FLOJ..,J LOST PRESSUF:E NODE 8.00 ASSUI'lPT I m.J USED TO ADJUST HEAD USING SOFFIT CONTROL H~L= 120.800);EGL= < HGL P,ND EGL = 1.48 128.916);FLOWLINE= < 117,,800> ---------------------------------.---.----.---------------------------.---------...-.---- -------------------------------------.---------------------------------------- PRESSURE FLOW PROCESS FROM NODE 8.00 TO NODE UPSTREAM NODE 9.00 ELEVATION = 123.07 9.00 IS CODE = 1 CALCUI_ATE PRESSUF:E FLmJ FRICTION LOSSeS (LACFCD) : PIF'E FLm, = 1.61.60 CFS PIPE DIAI"IETER = 36.00 INCIIES PIPE LENGTH = 97.67 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 161.60)/( 666.983))**2 = .0587020 HF=L*SF = ( 97.67)*< .0587020) = 5.733 NODE 9.00 , HGL= < 126.533)IEGL= < 134.649)IFLOWLINE= < 123.070> ------------------------------------------.---------.--------.-.---.--.--..-.---.------- --------------------------------------.-------.-----------------------.--.---.--- PRESSURE FL.G~j FF:OCESS FRO!"I NODE 9.00 TO NODE UPSTREAM NODE 10.00 ELEVATION = 123.31 10.00 IS CODE - 9 CALCULATE FRESSURE FLOW TRANSITION,LOSSESCLACFCDI, PRESSURE PIPE FLOW(CFSI = 161.60 UPSTREAM DIAMETER(INCHI = 42.00 DOWNSTREAM DIAMETERIINCHI = 36.00 TRANSITION STRUCTURE LENGTH(FEETI = 4.67 UFSTREAI-I M'4NNINGS N = .0130 DOt.jNSTREAM t'IANNINGS N = .0130 TOTAL-ANGLE-OF-TRANSITION(DECREESI = 5.600 UPSTF:EAi"l VELOCITYiFE'S) = 16.796 UFSTREAI1 VELOCITY HEAD = 4.381 DOWNSTREAM VELOCITYiFPSI = 22.862 DOWNSTREAM VELOCITY ~~AD = 8.1.1.6 HT = .1*(V2*V2-Vl*Vl)/64.4 TRANSITION LOSS COEFFICIENT - .1000 TRANSITION LOSS = .374 UPSTREAM FRICTION SLOPE = .02580 DOWNSTREAM FRICTION SLOPE = .05870 AVERAGE TRANSITION STRUCTURE FRICTION SLOPE ASSUMED - .04225 HF = L*SF = .197 TOTAl.. LOSSES:;: (HT)+(HF) = < ....374)+( NODE 10.00: HGL= ': 130.839>;EGl_.= .197 ) 135.220)';FLOWL.I!~E= < 123"310:> -------------------------------------.-----.-------------.-.-------.-.-.-.---.-------- ---------------------------------------.---.-------------------.----------------- PRESSURE FLOW PROCESS FROM NODE 10.00 TO NODE UPSTREAM NODE 11.00 ELEVATION = 127.60 11.00 IS conE = 1. ---------------------.-----------------.---.----------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): \vP I I I I I I I I I I I I I I I I I I I PIPE FLOW = P I FE LENGTH = SF=(Q/fOH,2 = (( HF=L*SF = ( NODE 11.00 4.2 ~ 00 I NCI-iES ..01300 .0257(,'90 P 22.0 161.60 CFS PIPE DIAME1ER - 91.69 FEET MANNINGS N - 161.60)/( 1006.096))**2 = 91.691*( .02579901 = 2.366 HGL=, 133.205:>;EGL= ~ 137.586:>;FLOWLINE= 1 ;::'1 ~ 6:100 > --------------------.---------.---------..-----.----.-._---~--_._._._---,._--"---_._---_.._..,_._.- -----------------------------------------.-------------------.---------.------- PRESSURE FLOW PROCESS FROM NODE 11.00 TO NODE UPSTREAM NODE 12.00 ELEVATION = 134.60 1,~.00 IS COllE - ---------------------------------------.---.--------------,-,-----_.' CALCULATE PRESSURE FLOW FRICTION LOSSESCLACFCDI, PIPE FLOW = 161.60 CFS PIPE DIAMETER = 42.~) INCHES PIPE LENGTH = 205.98 FEET i"IANNINGS N = .01300 SF=(Q/K)**2 = (( 161.60)j( 1006...(96))-ft..}l;2 = .025'79'"J'O HF=L*SF ~ ( 205.981*( .02579901 = 5.314 NODE 12.00, HiJL= < 1.38.519>;EGL.= , 142.900>;FI_0I,ji_II',IE::= :t34~600'> =========================================;===;;======================~====== PRESSURE FLOW PROCESS FROM NODE 12.00 TO NODE UPSTREAM NODE 13~00ELEVATION = 138.00 13 ~ 00 If; CDIlE: - 1 -------------------------------------------------------.---.-- CALCULATE PF:ESSUF,E FLOW FRICnm, LOSSES(LACFCDl, F'IPE FLOW = PIPE LENGTH -- SF=(Q/KI**2 = HF=L*SF = ( NODE 13.00 161.60 CFS PIPE DIAMETER = 42.00 INCHES 117.67 FEET t'lANNINGS r, = .01,100 (( 161~60)/( 1006~(96))*i('2:::: .Oi~57990 117.67)*< .0257990) = 3.036 : HGL= < 14J.555>;EGL.= < 145.935>;FLOWLINE= 138..000> ----------------------------------------...--.....-------.------.-------------------.--.- ------------------------.-------------------------------------.-----------.----- PRESSUF:E FLOW' PROCESS FF:OM NODE 13" 00 TO NODE UFSTREAM NODE 14.00 ELEVATION = 138.09 14~OO IS CODE:::: 2 -------.---------------------------------------------------------------------- CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCDI, PIPE FLO\.-J= 161.60 CFS PIPE DIAl'iETER = 42.00 II,ICHFE FF:ESSURE 'FLOW AREA = 9.621 SQUARE I-EET FLOW VELOC I TY::: 16.80 FEET PEF: SECOr'..ID VELOCITY HEAD = 4.381 HMN = .05*(VELOCITY HEAD} = .05*( 4.3811 = .219 NODE 14.00 : HGL= < 141.774:>;EGL= 146.154>;FLOWLINE= f 138.(90) ;=====~===================;==================;===============~====~===~~~==; PF:ESSUF:E FL.OH PF:CCESS FF:ot'l NODE 1 'I .00 TO "ODE UPSTREAM NODE 15.00 ELEVATION = 138.84 15.00 IS CODE - 1 CALCULATE PRESSURE FLOW FRICTION LOSS~S(LACFCDI: PI F'E FLOW = P I FE LEI'-!GTH = SF=(Q/V)**2 == HF=L*SF = ( NODE 15.00 161.60 CFS PIPE DIAt'IETEF: = 42.00 INi::IES 110.44 FEET MANNINGS N = .01300 (( 161.60)j( 1006~(96))*'*2 = ..025'/99() 110.441*( .02579901 = 2.849 : HGL=- < 144.623>;EGL= ~ 149.004>;FLDWLINE= J :":!f3 "BiICi> -------------------------------------------------.----------.---------.---.---.-.--- ----------------------------------------------------------------.------.--.------ PF:ESSURE FLot~ PROCESS H';Oi"l NODE 15.00 TO NODE UPSTREAM NODE 16.00 ELEVATION = 139.59 16.00 IS cnDE = = "J --------------------------------------------------..----------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSEE: vJv I I I I I I I I I I I I I I I I I I I NO. DISCHAFGE DIAMETER , t1REA VELOCITY DELTA HV P22( 1 122.5 36.00 7..069 17..330 38.700 ;".664 2 161.6 42.00 9.621 1<,.796 1-t.3B:1 3 3'1.1 30.00 4.909 7..965 70.875 4 ..0 .uo .000 .000 ..000 = .. O===G!5 EQUALS BASIN I ~.,IRUT='== .~ LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Ql*Vl*COS(DELTAl)-Q3*V3*COSCDELTA3)- Q4*V4*COSIDELTA4))/IIAl-tA21*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .03373 DOWNSTREAM FRICTION SLOPE = .025BO AI,)EF:AGED FF:ICTION SLOFE IN JUNCTIO!\i AS:;lJttIED AS ..02977 JUNCTION LENGTHIFEET) = 9.14 FRICTION LOSS = .272 ENTRANCE LOSSES = .000 JUNCTION LOSSES = DY+HVI-HV2+IFRICTION LOSSI+lENTRANCE LOSSES) JUNCTION LOSSES - 3.556+ 4.664- 4.381+( .272)+( .(00) = 4.}jl NODE 16.00: HGL= < 148.451>;EGL= / 153.114>;FLOWLINE= < 139.590> ---------------------.--------.----------.-.---.-.-.-----------.-----...--.-.------.----- ----------------------------------------.----------------------------_._------ PRESSURE FLOW RROCESS FROM NODE 16.00 TO NODE UPSTREAM NODE 17.00 ELEVATION = 140.85 1 7 . 00 I S COliE = 1 CALCULATE PHESSUFE FLOW FRICTION LOSSESILl~CFCDI: RIPE FLOW = 122.50 CFS RIPE DIAMETER = 36.00 INCHES PIPE LENGTH = 36.07 FEET MANNINGS N = .01300 SF=lQ/K)**2 = II 122.501/l 666.983))**2 = .0337320 HF=L*SF = ( 36.07)*< ..0337320) = 1.217 t,IDDE li.Of), HGL= "" 14'::;>.667>;EGL.= < 154.331>;FLO!-JLINE= 140.850> ---------------------------------------------------------------.-.--....-.--.---.--.- -------------------------------------------------------.-.-------------.----.--- END OF PFESSUF:E FLm" HYDRAULICS PIPE SYSTEI'i }.;()D~ /7 =-- Z 3 +- 713. OD (A'\ \JI) \r:t' to- t) ILl -:>> o II: a.. ILl (,!)<l: <l: ILl "" ~a: ~;.. <l: <l: \ '-'-- a: o :,'"'1 ,-'0 ~ ',", '.{' , ci: ~ \i' , <:>:: ~ . c>: C' {:S\ Q - , . \:0 (i. _ 1:. PLATE. 0-2 :::- (, -l::E Ie d <l: 0: e:; J- ~ 0 '-' CJ z: ll.. 2 a <l: ...:,.- -.;::z"'" /-., 0 - ,~ _ 1 'u >-...., \') z t!) C::[ .... l&l o ..J ",\ ,:;) -l ,- 0 0::::> -:' l&l O:::..Ju C a: Q r "" >- ct r~ :J::U'-i 00\'0 o -,.l o~ ~ ~ w :3 ::E I- dS \Il ..J oct II..~ o~ 0:0: J!~Ct" ...., (:. ~'. I: '.-- _ to "...... ~... . . \.0 ~ 0:.:. <l: l:l ' .-:' <l "'~\ ""f ~l - C ell I ~ ~ t _ltSS'-' '0 'if . , ' en! iii If) cC o en - ~ "" . <su ::: c:P ~r' c)J ~ U . c:, o ci ,0 ,~, ~. ''.c- C,)' C , \ " c- o " ,~ ~ ~ ~,~ Co ~ ~ -< -< o v ri: a ~" \ <:(l . \ ' ~ Cl J 'i .0 '-.i cD '<:T '" ~ r~_j ~~ r- !"- fJ) c;- Q '" t'...) 'I Cl ", .0 o - - ~ ,,"I ,/ .f. ". ,- ., .- ':' "" cSl CS> () "" "" .-0 ~ l-- r: t-l 5- 8 , <:0 $. ~ . d: ~ 8 . & ;B o "" <-' <:-" ~ ~ z o t= ~ ~ o ell "" loIu I;' ,. ~, BL Cl ~:: (~ "'f' ;s,n, f\ ' .'. N 3\1) - ';,:0 ~ \ ,u. , . ~' L <:> 111~ H\ " q o I~- ~cj l~~ ~I~ Ql~ -+ r-I;N ..;. 3 . c> in' -~ r~-::: ;~~'1:: 1--'<\1 ~ ell > l1. "" , ,.) \.;" \--, ..Jt-= "" ,~1~11 r " ~' i~.f\'~ p.' - N \.. '~ , ~ ISS' .,..~ I~--' \\\ . .' 1_\':' -: ~ I;' ,J - '-' ,,',1..' " -N t<: <l .. f' ~!? <t ..- ~~ ~ ci '~ '" i < It ',I' r ~ fl ~-~i . ~, ~ 1'1, , ;;\:-11I ~ ,S ~ '" I- n "'~ >\."1 fii1! I~ '^ r; " f> ~t ~I~ ... . - ... .. . - ... '" u ~ . .. z; u u ...! 2 - "" ~ '" 'J ,. ... w ,..f) r- - <" 'I '," . ' ~~ ~E t~ to to Ie ,-, ~tt "" \' ~~ r "<t o v Cl c- '" .. - : z; ell wi - .. -1 d z - . .. oS: III \ ..,jl <:(). '-~ U'IC ... \ I .\ I \0: s: ...... , I >- ' J:J \ I I E eo \ I \ \ I . I . I I >- -" en ~ a: <S: ~ ILl a: - 8 2. " ..J .,:, ",\ " r- '-, ", ~ " \' .s. .( ,-' ~ ;,:\ l ~~ ... \1 ~ \', 'I'i IN; ,('.I \ri , ... \ '+1 ,:0 '-l ~~ \;"\ "- \J rl\ ~ c:. 'i." ".: ~ 1'-' .. Ql ~..q ._~ --r; ,i . .~, ;1' _ v <:to . z~ ,~.... - ";'. ~'l . \i,: ) ,~ Cl ,,- ~l 'il ~ v ~~ '~'l " ~ ~~ ~~ ,:i ...s 41 . iii \j. U ... ~, l> U .. 1ft >- ~ .<l '" " .....<<i ,.. ~~ .... \I) \.l.' \j l'0 '<:to 0' \ ~ t- ~ '2'22 . .-';j' ~ e ~I:; 1lS.,' ~ ~ 'l'~ . '~ co d) Q ~ ~ <:-! r Ol ~I;i J l~ 1 <:> , ... If l- t) w .., o II: a. ~ t e:, ..... ~ \ ,. .~ -l::IE :2 j ~a::~c :::l 0 ..j. 0 zli._ ~ i:.- 2' Z \) ~ 0 >- _ u 8 ~ ~ ~ -l...J '- 0 o::::l ;- \AI n: U...J (< II: Q '0 I&. >-<( ~ U " -L. \\1 Co" o ,:"" (.) J: .0 ~ I- ;) ~w ' ::IE t dS L ...J (.)~. ~" I&..O~ (.)""'= 0: ~' 0 <l: .. ... : ~ ell 01 - o \'-l1 d z ... . .. ~ ell PLATE 0-2 OJ 1l~ I - ~ 1{ 0 I (fj If' 'lQ F' zzzI ~ r 0" II: ,I ~ l j. . C[ ~ ...J W - ,1 \11 0:: f\ L:- .... ,I <J IJ S r:l'" <l <;->...: " -V- I, ~ ~~ ~ w I \(! ~ z ~ :I / I .. .J t-= I&. '" ell I lL I&. I Z 0 ~ ell r , ~ . ~ , i ~ o ell r: I ...1&. I ~ U ,--.l .. o ell 41&. r: U .',.1 , <S\ u <Sl Cl .. C.; ~ -'- q .! "" .. 0 <l ! - ... ~ c ell .. 8 E - ~ , ,.. '0";; cD ell '" . c W C>C[ <:-l C[w - z . , t -0:: C[C[ ~ 0:: 0 \cr " . - " o . - ... " " ~ . o ~ u u ,. ~ .~, I ", \:;-~ lC . . .. , . \.'::1 .....-' <.: I , ,.. J> I I , ~ ... . . I I I , , I , . ,.. J> 1'- -~-~~1--r-l--+-t--1 ! Ii' :' ji - =f91NESTE" BR~DIN ,8( STO~E ~, +..J - -l INC01U'OIlATED I I I I I I' , 1 DA I rlENGINEERS .tiNERS~ : I 1 JOB NO -T-H-+'+tot.dl=\+ l.sfN' d ~ILi I _.n - --- ,-- ~y t'< --+-1 I : 1 -+~E-h.JsI21:mi ,00. 13 I + -I I -1_+__1 ,i+..-dET _. t--+-+-i. -----L_LL.J...;+-..J" J-----! '-+----l~l:-----i'~_____i--,.L.J ' I J I ! I ! i ! I I : , [ I I: ! I'! I I & m~~-~_L-I-+"~"~'--I-----,---L--~-'+-++'t1 i l ~ I ,-i-, . _.-1, C-I' 3~__t::!p.;,L,_,i,_c,.,..,.' .~,_'-.....J._L-j_.1_-'.-,-L.l, ! , i i I I : Iii : ' I . i ! , I ! ! I I tl-- '+-' -'+'-~-'-i-+~--'+'-;-;---t-~ - -, . .:' j ~.,---: --' '-f~i'-~-+;rtI-""1 :-1 !!W-. _l---L_c.____..."c__-'.h'<' ~>...;-::>=f> n c 1"'.:-"... " .' ~.:_'2,_9. Z _:_,_';"n__!..-_L..;-~.!l0 . -,- 1 +I! ! :! I Iii i, ::'; i ! I I! 1 I I I : .. l . . . , J L=..,t!l-, I t [--I ----'-'1-~'-' --' ""7.6)1," ~"j" ", ~--11-1'-T-:- ":0--11' )-'{' i%. ~ j_j__~_~ ..-:;m.L.J---'.,,,. ,"-,,'~, JI3.t5) '1,mL_J.,.d, ~ O.-3j~)<!l~' -:. ta.TlE!> I ' ,; ii' i " ,,',. '-"i I I I I , i ! I ! i : ': I ' [ ! i Q: iZ2" c.f"~ I~" -T1-i~!!--------im,. ", '!;--'l-:--i--f"I--l"~II::l I-f- -t-t-+--L....J--~.:r=;:?j4J:~L-,--..----L...' ....!...---l__..L..LQ~.;. ...yl~~ -- J _J.....,_l_,__LLlj,jn_L__,.L_~ n L.I.i : i : J', _i J LJ.J I Ii" t 'i 11 ~'I_:; I i .1:~/! I I ~-~',Il i,j--~i'~}:~c,~.~=I~~;~~_<L~"'t~t=l+~' . " 11-4 I ;:,,' fL. -. :;'-'\ "--<I\\6o-;-tT.i! i 'i--=-o--u:fio. . .. . 1- I I I -il'-r'i-"I'-""T"'" ~."~'."" - '......;-."i.r-;."T..-c.>-T..-r"< .l.- il~A~B~';i;:: ; .... ... .., ..' . 'l._~~L 'u'j-L ,I i ,I: , i : ; , l' 18 \ i I . 1""-,,, ---,,'--+ ,.....I",,_ ,,15".7. ''', ...--....... ..'.........:..,- 'C", "i=tff' ~_., ,__;____;_,;.:,__Q_~_~,c~c.- S,:"c_,''c:-,z,'dL.J___,.d:=,..r.,k! I , : " I : . . A" ! I! I iLL ---)- '-i--'-+-'--~(1D.9FC .:.~"" ,L;:, IT---~'--i'''---H-:i}:~ IT- -----t-! I~, ,-.-- ::,-~-, un..", b'.~,1 -f)~o,/, - --..-'- 9.,,:-o,c;(~~)(.Il-'-v-rT5'_.J...J~ ..-+--..iM-1-.-:--j--..,---n-~e.e.'t Jl,5~,-C'fS~ :_-1...1 ~ I' _L__L_L~_LJ -"~ ----,.: ,-,G.1=~w:l>t--:"--4.~.c. ' I , I!' I ! I , i ! i 'I I' 'I . I,,: , ' " , ..,L,.." --r--j-' !---~-~,', ''"' -- r ~- --' 'J.&='J -'--11 I I I-"'-----i'-+-+--~ .,...-l):>~--"'(' i' ~ W- I::-~' "..:'d--_-,J'~a~ ,Q,~-,__L I-~:'-'~'::ii~?'~; I;.;. ~,,:L;~itA4.,1rtL ..,-,__ " ___. '.., __ . ,.,' , : , I I --_.,--< ----i-~-- -... .. .. .~ . n. .--. - -------.-~--l I ! i I~~.:::..: "C" T? N <? 3 '5 vM P GD1J 0 /77 DN ""--Tl ' I i ,,;,.. '''--,n'T~~,W--1- I . Q = /4.{, c,F'S ,,'-: ---j-';++- .. . --,---n..~,':~.'h~I,.D\ H ~ /.2' " G/C,=.3:c;, __..,_'E~L;~L~tt ~':::'_n ~-=---=_~__l'--: - :L~=::__<;/o/<- =3,,1.; , ,,~=:~:.~_i','== ~:~',=T_~-' ':_j=t.l' ...._.c.,.. ,J~:u~..._____~____L__L,;, ,_, ,_____J, _,' ..,LJ ; : j L, i , ; ',__,.,...j., ,__ U'SE- l=' 4:0;' ,;,. --'--L,,~---L-W-j K' F R,C.E. .r I . i" --~-~---j-+---~-+---1--1 -- \---+-~---1 - i I _~ u_ ~lNESTE,-BRUDIN &:,STONE~~ INCOJU'OU~ I I I I I ~GINEERS PLANNE~S I · "~~ +-'H -d"'Tt~ ~1:z.JSIi--l -Dt::5\ "'N' I. -++-1~H.-+J~dTP5cz.-lc~xl~. 13 +- 11 i --'- -'i'1--';-II-1-t-iTi i i ll'l + I ..,.~_.~~ ~- .-'-, -- "'1--I,,+-j---~-i-~-~---1 ., ~'--'~._-'--H-~'l 1----'- --!-,-{ --~-L-+---,--r---+-+-+,+-,- +---1---r-1 r I' ,-- . ',1 ,'C:B;___ ~Oc~'-~--'[-'i,-,+--t--"H-1-' I--I~ I 'h,,-'-~-'---i-':"-i--"_':'-+-~--+~-+-'~-'A I i-::+"-1.-.t 1 / L--l I-'-"-._-,;--!~j'-~-i-Qi" f(.1-r7-:-'-+-1--'i~r' r":'l-=-I ,'n' 0., ! -T' "j--~ -: -i -i~:~' T-1'i~ Tti.1t-{;;.1:;;h;ho~~t-~-I-~~-~.~ 1,2.>> \ /I o.h 0.-,0" f<. 1'------.... on' ; ---'.'--,-l--i>--~.u-',- ---r--'------.'-T~---,--j----' '-"I~ I i ~ _.~___.'_,_~_.__:..__L____!__._l_L.~.______.l.__L~__Ll_l_LJ Q ~&\-~b" Ir 1"~1: -- '-- -" '- '''',!---t-i 1"1~,J+~1-1-- i"~,I- j I I ~ r=)... "' /,~~I . I.. : . " ... '-j-T,:--:--+_'_'-1--;-~---i---+::~E--l---j i A!-1 Co / ~ ,i." _u ,-- , ! ,~-~V~~-uJ~---p:-+--~-'t1- i I--T tJ u - 1-- ., .. 't --. --,--r-:7Q'- ~,...: '-..----:-'m~--1-._"1__+~ 'j--.~-~~-:-: -~-~~r---j i n I ... .+~~'. '=-1 I 11:-trh1 --8i I' .. ,,' c.~'" ~D;.5 ,L~"h.,,~.~~_l_'~,J~~JqJ,',~~_ll ~~1-L, f ,~ ' " , - I ' " L ' c{! ~ c,/. ~ "-i'Ai- 1(3,8, :.. ,,-;---+-1,-.:,---+----+-, 1 I d 'j"l 1 i L - -'i=~.--<t~J-~~--: ,i: "+-l~ ;9'i=isl I ar~' :(/~) :oJ~kao 1- 1 ',- ".un _'_m__~ ',.4?,-(i~--+'---;;;:~l~;~F-~.,-T'1~J~~~~l ,.' ..,. __, ~. ,. ,-- :/.(0, . " .-~-c?L.--l-.I.--i'--GT~Tf-~--I-4'---L1-- I"" ~ : i 11~~: 'L, i'-i-~'-T~--'+l oY-"'i'$4-=-i,J'tt , . , . .' ' ,', 1,' . '~07' I I - 'jl I, I , 1 r .' -- _ 4:1?:~Al.q__~~ a;;,:z~1 CA;;J~L.;_+'.~7---,./4"i:>y'?';e.~)-(-?~O~8i -I- . U-SE-. Lpe~: 14..__,'_...!:/..L:___S...._P:..2L1__-L--<_j-_.i"., "LJ.--_f. .,' i.. CAh '~O;~8) Iii l ; " : , , ii, I"n- A .. b 1~ : i --:;'-\' -'1'TT1-'~i --rcrT :-!-r , QF:/'o~,., , :-b~P'~~--~~J.BrI=5'j~l-i---l ! j"'''I't , " ."" '---T F~W'-~im'!-i- i I I 1 i-I-Till Ice," '~ ..,,S~p--:;;,-:;~-J;:;d~-r:--rl-ll--T-.rT-1T I .. ,"01 H. . ];:'q rllil-,~m~~-J~~~~l-1i Qn"'_Z4. "3 CF S i : i : j,1 ---1: __ I -----l-ut,...! __ ,I __ ,j__.1._.J,__ - ! . : ' : i ! : : ! t i ,I i 1 ! \ \ . i ' ,:' I !.' ; ! I I i I [ I I . '. ~.. '~i --e'''';'I_' . ~:.i--..d/.'--CT.~'T-J'----;.-;---T---i-r--i ,I~ , ,.~ 1,0.. 'u,; .n.:',', l.~_J..__...:..._;cl,,;,.::__"::1LJ___-'~ ' _---!-------L. 1-'- -, ".~~-Uj,-~Lt. ~t;j~ Li 1.1 J U3 I: I : '. .1 ~-~ I=t",-j~.=~'~~ ~ __'H_____LJ u __I _'__in___Ln';,__0~k,~d~_j::7.LJ I ! J~Ll. , --p/Z.ik, DA JOB NO. n__ - ~-- -;;:; -A' 'S+~~'~~ ~ ---- -- - -~-z.+' T SH~ET _I I F I . :re.., 3j~~ , , I I -.lJ. r> 1 6 t--' - ~Sit~~~~~~ll~!i'S~O~I~---j -- :~- I - tilNEr PLANNERS ' .' --i-+ -d~,,Jc:J'-e;-15-)~ if1h"C,.J I r---+--J---t---l-l "-IIr-,-i-m()~tt+',.;;:'IDl-~--l ,I I ~-,- j, ! I i I I ! I I 1 I : i i I Iii! J L=L ---1"-1 I.! I rT'Tl~:rt -r=-i-Ti--!:- H- ~-~--+-1-~---l ~'-'l-~-~-~~--+-~---+-~!'- +-+-~ 4--+1-+-1 "_~II _---jjl_.JI_~I: C!. ,S>, I 'Q,,~~,,-,_jlm_-'-=-..c..., m?, <')~f:0,I_ t',__CoI,__~O(l~\f-N I ! I . . I I. " ;. . I 111-:-""+ r--\-T-t-:d-~t-~lJ s'-:-ii---i~~-+'['---i-1 I I ! ';'-1 -T-~--rT-~ rYt-k,.. JE- ------~--'~-'-~-+'--:--.--;.---.;:..- :=8'''' 'I .----r -T-ti'-:- --~ ---r:~;;~ ' - --~' ~ "\ -.'2' ' --: Q .~J 3'~~ - -- -- -or T----t- ---iJ'l--I-"T+'1-'l,L--: - '~-~-l- +--+, ~ -;-I(J- *-1-1 -) ,--,---f--' ~-'i~---~' Q':/."";- '~--,-'~--ii-1-,,-i--'l- j-'I I I 1 I I ':! I i I U "" I ,./ 01.:.. ! 0.17 Ii': '" I I-Ti-r-I"TT'"T---+-----iL-',--oi--r'-i.i-t--T-r---;- ! J,--+-"i-+++'~_-+uJ.:.m: --- -j 4-;- . ':,. in 1(41, ! ;-+- 1.:\" i i ---L.---'-,J..,-L---\---L, !__~J;,+-,C:=__L....:.....,;._.; -,;---- _,j;'_\'_li..L.J,Wi ..LL_-1 1 1 L i I 111,.1 Ii!"!: I : i, I' i! I 1 I i I I, '; . ., i : ! i , ! I . J '-I '-I1---I'--ti---l!--i--_m'i-T-.J~-:--+--j--i--r--;-iu'-tl (I I I I II 'iTi-Tl--'"u-~!-'ur<-""i"':'T",'''+-il li'--i-I I I I r-i---j-T -i-,-,--t,-,--c--- - T - -,; -,- --, -'+'-tfl -1~ " --1- ~-+-i--+-+-.JI--rl---+--", - I ;, i----,....' ,- 1 , ~,-, 1--- 1----l~J ~I Ii: ! \ j I I I i I I ' !, \ I \\ -f.-l--.l~~--~'-u-T-,'-Ti~----:-----u 1 1-- i ~ - !---~- ~-~ -l-n ,--T I il" -,-i~~~ JI=.~~U,-!~~r~[~L,~,~=~, ,: ,-,-' ~-:~~~'=:=~' ~-"-,:';~~,-~~..'.--r,~-~--1-~:.--+J I I 1 i; i i ; it; ; ! ; i 1 ! \ i I ; .~l---'---j---T l---'! -~-1--T--'i'--' --- u --" '-~1--T-'---'- '-~-- rU-'-T--Tl I 11 ~I .i--in-~\~1--1-I-i-~-.~-----~--_.~-.- - -~-: -:-.-+---~---:-U!----;--~--~-l---!--i iil i I ll--' -in,! ---!-rTj--r~':'-'" . T- :l-'r--(mrim;" TI-rt-t;--J'1' - ' rl~--:I"---'~I -.r'-,..... J'-'T-'-' , ",-", ,.. '------1-i-""'--"".,--',----"'--j--' - I I I . . r~~~_. _~...-i-_..~ _.~:_____.J.. ~_:._".J:~--- ~_,._,~'":. .__ . _. ..!,....__.) ~-.~.-! ~'~.. _.:_.~_,~; . __: ", ...~-~L__i..__J.._..~.___~+-.__~J u_ : I "'" Ii' " ',:, lift, I :-,- --L---1~i-----t--':i-'1'" -' I ~-... - ,; !-'+--1---1 : 1--:-- n" ,-- --;--- r - ~U, n - . ,'" - - - i '--'~ ' - ~i m'~-+ 1-- 'I.'] -~ . -+ ,--,' ~:~~~-':.~~ : ~~~~. .__',:n:, -,_ ,",:' "':'," " u, ,~=-:'~, ~:~.'~.'--:~-l:~~ 11 ~ ~____ _J. ~: i! i I I I' !----.-' _,n '~i i ,-- .,___nn" ~~--~:-'~;:J=r-_;~L1J_.~ -=~=: ., u,:L :--- -- - , ,j L..J - ~ : '+-~-~--1- I .-i~-,_U_uu- ~ T-:---- -t-l :-W- E Ti~+-! :-Hui-iu- l+~+:iT H i +T+1=tt ._l.._ '-~-I--+-'--U--'l ..: -j--+-i,---'j' I '~"i,'+'--:,-l,n+-+-JI--,--.!,,-----j,--'-+-t-'-;--I' I' ,I i,,! ! I ,'. I, ,\,,' . , ,,--- u_, u__ ,..- --- !7-;-- -- ..a / p C.Z~ 0" --I H {, JOB NO - -- ~y+^h ~ C~K' -- SH~~-h+---lo;--3 ---H L.E. I I ~ o \IJ , o a:: a. {) :;j f: J () (){ C:J~ ...J :E L / <(0:: - 0 ::lf2~D ~ 0 -s:: 2 ~ ""-. 0 :> u >- ""'= l:J ~ t!l <t ~ ~ o .J ,n 0 ...J ::> \j' 1&1 o U ~ 0:: .J .... Q<( 2: u (\') -l, o oJ Q 0 Ll O~ ~ ~ W ~ :E UJ ca '7 .J <( 02\.0 lI..OIf> O~ 0:0::0 <r. .. - I ~ Nl - o --1 d Z - . .. J: <II PLATE D-Z P i2."7 ; , . CI) :II: a:: ct ::IE \IJ a:: \ I j ( \ " ,~. S OJ ... . ~ c ..:. <",i W ~~ ~ ~ J . I ...~ q ~, 0 2 - - .:... ~ 0 0 .J t-= <-- \' ~ .... \." -.t I(' . CII 0 0 ' ,. B. fS'" ' --: I .... r z ~ ~ ~ o ~ v - ~ ~ ~ ~ '~ ~ ~ ~ ~ ~ ~ 0 ~ e c; 0 c> 0 tVJ ~\n--~ o CII . . . -' ,; . .... f'- " ".. 101 u (\\ ,; l!\ I'- o CII ~ ~ II oS ~ {;; '" . N " ~ . In' u ~ -...: _ ~ ...... . " J! ~: ~ Cl "";j _.... ~ 1-:11 <3 't \[\ .!! ("" '~II ~ ~ I'- " " 1""'<Ii1 '" I'i 1 OJ .. _ ~ l-i o>"W !<\ . ~ . ':;J \ I"" - . ~ ~ 'v ,', \ . t. -l- ~ . \ ~ .,;- :l 0 111I.- ~rJ'$~' ~",..:c'..J ~ \, .. _ - - ...... fl. '> ~........ c q '" ~~ M" ,~ ' . . ',p - , i: ~ ~ ,,"l '~...<1 ~. _ '\~ \-,' ~ .... ~ ,0 14'\ f'" ell E +'. c:.; (:.., ~.' ,,~. oi' Go ci) '~\ ' - '. \:J '" C .......,.. \I C.> \<, " ,"''' ~ 11 - 0 .ji'" t ' .!;j-,x ':'.. '-- '0 1: u \,) \.) ~\- A .,p \J\ ",'I ft\ . r: () \; ') ~ ,.- '" ~~I <II . ~ L I- ':.:'" G '... \l- u. \:. N ~ll t-I" \.. l ~ "I~' ~Q 'J o \." U \) - ;: ....J t I~ l..: ~ <.J () \ ~h\ t\,J 'i -r '" ~ 4 In ~~ (I ~". ~ '-- .' ~ ~ ~ '* ; . ~ ':' . ~ +- '1\ L! ~. <-c' -.... 0 '"'1'1 ,(l 6" ..:;!:t.:::; '- ~ ~ ~ -;- ~ \IJ ,;,;'" ~ w' ,I" '-.L .L (,!) .J. ......... " !;;..) '-" I' ~ UJ ct ct \:."" :; , ".' '" :> rc m J ~ ~ 3 cic " ~ (~ ;., 6.;'" il (: ~ " ~ ct ~ ll- C:J 7, '-.:. ~ ~ --z n '7.. \,{ ~ a:: "1 ' . S' . '--- Cl \~ o 8 ',' <,; .1 I :'~I I \J)I t ~~ "'''' I I I I .1 I · I . \{J I : '<(', , <: I , 1 , . '" '" &J &J '0 . _ '0 o . - ... ~ u 2 . o -'" U U ~ o I&l "") o a: a.. ~ '2 T= ') Cl ~ c) -l ~ ...., - ~ 0:: ::: I ::JO<'O z: Li.. '" 0 ~ 0- -.;:Z /-.o-<~ r - "; u '" !::;__ z "''''' 0 1&.1 o -J ,I;; :;) -l ::::> \! I 0 o U 1&.1 0::: -J II: ~ <t II. I: u [\1 CO .;,) o ,. U J: '~ ~ I- ,- W I- ~ u; clS 7. -J U ~ U' I&. 0 Vi Ut:t- 0::0::0 <l: .. - Z I: III ~I ... .. \:-J' d Z - .. .. I: II) PLATE 0-2 'P ztei en lal: a: ct ~ I&l a: I- w I-! 2 t-= ..JII. CIl >0.. II. Z o ~ Iii III , ~ . i 0 III : 101 ~ ; ; ! r-:- ! '011I i ;::"~ -II. \__ ~u rl':;C\ ,~ 0 -,j U I + II U . ' <<' \ I '.1 . ,'''' 0 I. I ,,' "U i -, /." ~ ;;1<< ^ · \) \ '\ .:;r~ c, ~I~ \.1 "" \'\ .. '--'-'" ~ Illl.\ ~~ CJ?~<<:'O +~ll! " ,,\\\J '<<<"0 ~c:,) ~ - ~ ,-' ..). [0 . -,,- '" r- C '.\1 (c' f'. (~, " a ~ ::::: C'.. ~ ~ I v ""'" "V V <::J"" - -J ......... '. -...... cIS Q, . ," \, \, ~ -\ -< II ,,~,. .. \.'- ' ~r--~ I <. = - - u C. I."" .., " .. o u ,. ~-. 1',. ~ II II en ~ lnl '- v\.:.-. ~ - " , ~ ~ r -t _, \'<'I <.J ~ I;:',r ~ CJ' ::ll",,-.,i-'=' - 'I '-J ~ \.J . - + ~ ~ ~ wall 1\ I' ; _ _ ~ 1\: .n" c. 'It (!) ct I r; ~ (r;; i " l/I ctl&l 1'- Cj -< ~ Ir r- Za: " ~ct 1'2 \b, e I I ..). , ::"")1 . ~~ fOf> I , ., I ,I I I I . \;il I ~: <: I . . I I >- >- .&> .&> ... .. - ... .. .. - ... ::0 U ~ .. .. .c U U "'" p. ~:; I I I I I I 1 I I 'I I I I I I I I I I P 22:) ************************************************************************~*** PRESSLJRE PIPE-FLOW HYDF<AUL I CS Cot-1F'UTER PF;OGF:AM PACKAGE (Reference: LACFD,LACRD,& OCEMA HYDRAULICS CRITERION) ************,~*************************************************************** <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>)>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> (C) Copyright 1982~1986 Advanced E~gineering Soft~are CAESJ Especially prepa,ed for: I NESTE, BRUD It-l & STCNE, I NC . " <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> **********DESCRIPTION OF RESUL.TS******************************************** * A.D. 155 S.D. NETWORK 3 * . R 66 052 016 RWS 6-9-87 * * FILE AD1553 * **************************************************************************** . **************************************************************************** NOTE: STEADY FLOW HYDRAULIC HEAD-LOSS COMPUTATIONS BASED ON THE MOST CONE,EF:'JA T I VE FOm"lULAE FFm~l THE CURRENT LACF:D, LACFCD, AND OCEMA DES I GN r"lANUr41__S. DOWNSTREAM PRESSURE PIPE FLOW CONTROL DATA: NODE NUMBER = 1.00 FLOWLINE ELEVATION = 13.16 PIPE DIAM[~TER( INCH) = 54.00 FIPE FLCJl.J(CFS) = 111.40 ASSUMED DOWNSTREAM CONTROL HGL = 20~550 ============================================================================ NODE 1 .00 : HGL= .( 20 . ~j~50 >- ; EGL= < 21.312);FLOWLINE= ( 13.160> .::.' . ~.: <<<(.:: ~: .' ". '. .' <<<<<<<<< <<<<<<>>> ......../)".>~:...:.>>>>... :>:> >> >>>>>>>>>>>> Advanced Engineering Software [AESJ SERIAL No. 106111 VER. 2.3C RELEASE DATE: 2/21/86 .:...;.... .:.: -:.: <'<.<<<<<<<< '..~..~..~~".."..' . .'.~., ::<<>'>.;'>>)'..: ..;')'.,;.>>>>>>> ". '. ::: ::: ::. .,:'':: ..,....,.... . ........... :::.., .' ==========================================~===~============================= PRESSURE FLOW PROCESS FROM NODE 1.~) TO NODE UPSTREAM NODE 2.00 ELEVATION;::: 13.79 2.00 IS CODE = 1 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCDI: F' I FE FLOW = PIFE LENGTH no SF=:: (C!/i<) **2 -.. HF=L.,SF = ( NDDE 2.00 :.5'+ .00 INCHES .01300 .0032091 111.40 CFS PIPE DIAMETER - 31.60 FEET MANNINGS N = (( 111.40)/( 1966.489))**2;::: 31.60>*( ~0032091) = .101 : HGL= (20.651);EGL= 21.413);FLOWLINE= 13.790:> \""P P 23CJ ==================================~=======~===============;==========~======= PRESSURE FLOW PROCESS FROM NODE 2.00 TO NODE UPSTREAM NODE 3. elO ELE\iA T I ON = 15. 17 3.00 IS CODE = CALCULATE PRESSURE FLO!.j PIPE-BEND LOSSES (OCEt',A) : PIPE FLOW = 111.40 CFS PIPE DIAMETER = 54.00 INCHES CENTRAL ANGLE = 44.250 DEGREES PIPE LENGTH = 69.51 FEET MANNING3 N = .01300 PRESSURE FLOW AREA = 15.904 SQUARE FEET' FLOW VELOCITY = 7.00 FEET PER SECOND VELOCITY HEAD = .762 BEND COEFFICIENT(KBI = .1753 HB=KB*(VELOCITY HEAD) = ( .175)'~( .70",,) = .13'+ PIPE CONVEYANCE FACTOR - 1966.489 FRICTION SLOPE(SF) = FRICTIOf\J LOSSES = L*SF = ( 69n5l )'iIi-( mOO32(91) = .223 NODE 3.00 , HGL= < 21.008);EGL= < 21.770),FLOWLINE= < .0032091 15.170> ----------------------------------------------------------------------------- -----.-------------------------------------------------------------------.------ PRESSURE FLQl,j PROCESS FROI"! NODE :3 . 00 TO NODE UPSTREAM NODE 4.00 ELEVATION = 16.22 it It 00 I S CODE :::: 1 ------------------------------------------------------------------------------ CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCDI: PIPE FLOW = 111.40 CFS PIPE DIAt"iETER - 5'+.00 INCHES PIPE LENGTH = 52.91 FEET MANNINGS N = .01300 SF=(0/K)**2 = (( 111.40)/( 1966.<',89)')""'''2 = .003;;::091 HF=L"'SF = ( 52.91 )*( .O""'~~~l) '" .170 NODE '1,.00 : HGL= < ~;EGL~ < 21.9t+0>;FLOWLII"E= <' 16.220> _________________________L______L___________________________________________ -----------------------u--------r------------------------------------------- PRESSURE FLOW F'ROCESS FROM.NOD~ 4.00 TO NODE 5.00 IS CODE = 5 , UPSTREr~~1 NODE 5.00 ELEVA T I [it\1 = .16 .22 I --------------------------------~--------------------------------------------- CALCULA TE PRESSURE FLO~J Ji..!NCT I ~I'i LOSSES: NO. DISCHARGE DIAMETER AR~A VELOCITY 1 109..7 54..00 15,.9o(-)Lt 6..897 2 111 . "+ 54 .. 00 l5 ~ 7~j4 . 7. (H)!-t 3 1.7 18.00 1.7~ .962 4 .. 0 .. l){J ~ OO( .. 000 5 ' .0===05 EQUALS DELTA ~ooo HV .739 .762 90,,000 .coo LACFCD At,D OCE~lA PF:ES8URE FLOW JUNCT, "'N FDFJ'lUL;,E IJSED: DY=(02*V2-Ql*Vl*COS(DELTAl)-Q3*V3*COSIDbL ~ Q4*V4*COSI DEL TA4) ) / ( (AH'A;;::) *16.1) ,-'--.----,.. H6(1.~"u UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .00311 DOWNSTREAM FRICTION SLOPE = .C0321 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00316 .JUNCTION LENGTH(FEET) = 1.50 FRICTION LOSS = .0)5 ENTF:ANCE LOSSES = . (''-'U ~l,'\NHOLE LO'3SES GREATER THAN THO~iPSON MOt'IENTUM i_DSSES MOMENTUM LOSSES; .(l23 MANHOLE LOSSES == .038 JW~CTIDN LOSSES = DY+HVI-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) J.UNCTION LOSSES.= .046+ ..239- ft76E:+( ~OO~~)+( ,,0(0) =: NODE 5~OO: HE,L::::: <: (21:2L~>;EGL= <: 21..S)E~2>;FLOWLINE;:;;: - ._-~..~. --- / 21.'2.1 ,. ~ '0 rO / ./ " 0':+3 it.J ft;:~20> \,\\ I I I I I I I I I ~------------------------------------------------------------------------------ I I I I I I I I I =::::::::==::::=::::::;:;::;;:.::;::=::: ;:::;:;;;:,-;;;:;:~ :::::::= =:=: :::::=:::::: ::::~-::=====~:::.::::~-::===;==::;::::;:::;:,~==;:=======;;;:;==-=:;;:: =::::;= ==::=~-::=. ==::::==.~=::.~====:::::==: PRESSURE FLOW PROCESS FROM NODE 5.00 TO NODE 6.00 IS CODE = 1 __~~:~::~~,_~~==___ __~~_'~~_____,==:~~~~~~__:____~~~~ :_________________,___E?_~L_ CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCDI: PIPE FLOW = 109.70 CFS PIPE DIAMETER = 54.00 INCHES PIPE LENGTH - 46.50 FEET i"1ANN I NGS t~ = .01300 SF=IQ/K)**2 - II 109.70)/1 1966.489)1**2 = .0031119 HF--=L*SF;;;;: ( 46.50)*.( ~O(31119);;;:; .:1."+5 NODE 6.00 : HGL= < 21.388>;EGL=< 22.127>;FLOWLINE= < 17.140> ------------------------------------.---------------------------------------- PFESSUPE Fi_O~J L.OST FRE;SSlJRE ~,IODE 6 ~ 00 ASSUf1F'T I ON HE;,D USING : HGL= < HGL P,ND EGL USED TO ?)DJUST SOFF IT CONTROL = 21.6ltO>;EGL= < ~25 22.379>;FLQl'JLINE= < 17.140> -- _.- ----.------- -------.--- _.-- -.--------.------ ---.- ------ --_._----,----_.--------~-- --------- ---------------.------.------------------------------------------------_._------ PRESSURE FLOW PROCESS FROM NODE 6.00 TO NODE UPSTREAM NODE 7.00 ELEVATION = 17.17 7.00 IS CODE = 1 ----------------------------------------------------------------------------- cr~I_CULATE PF':ESSURE FLOW FRICTION LOSSES(I..,'\CFCf)), RIPE FLmJ ~ P' I PE LENGTH - SF= (Q/I<) 'li-*2 ~- HF=L.*SF = I ~,iODE 7 . 00 109.70 CFS PIPE DIAMETER -. 54.00 INCHES 32.17 FEET MANNINGS N = .01300 I( 109.70)/1 1966.L,.8':;>))~*2 = .0031119 32. 171 * I . OO;:U 1107') = . 100 - ' : H!3L'= < "./ 21.7L,O>;E!3L,=" 22.479>,;FLm~LINE= 17.170> ~~-~"-~.__.-' --------------------~-------------- -----------------.------.----------- ----------------------------------------- ------------------------------------------ FF:ESSUF:E FLOW PF(OCES[-3 FROM I'-.~ODE 7 ~ 0,0 TO j"-.JODE LJPSTREAM NODE 8~OO ELEVAT~ON = 17.18 8.00 IS CODE = ~ o..! CALCULATE PRESSURE FL_OW JUNCTION lOSSES: }\10. DISCHr~PC;E DIAI'"\ETEF:;: I~REA 'VELOCITY 1 75.1 48.00 12.566 5.976 2 109.7 54.00 15.904 6.897 3 10.4 18~OO 1.767 5.885 4 24.2 24nOO 3.142 7.703 5 .O===Q5 EQLJALS BASIN I~P'JT=== DEL.TA HV .000 ~Z:::OI:' ...J,.J,-' .739 90~OOO 90~OOO LACFCD AND OCEMA PRESSURE FLOW JUNlTION FORMULAE DY=(Q2*V2-Q1*Vl*COS(DELTAl)-Q3*V3*CISIDELTA3)- Q4*V4*COSIDELTA41)/(IAl+A21*16.1. USED: rl6LH"",J '\ '7""~ ,'1-;\ ........---VJ .')( 'Z /.-'0 l \? "-28--87 eWS .._~... UPSTREAM MANNINGS N = ~01300 DOWNSTREAM ~IANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .00273 DOWNSTREAM FRICTION SLOPE = .00311 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS ,.~)292' JUNCTION LENGTHCFEET) = 4.66 FRICTION LOSS = .014 ENTRANCE LOSSES ~ .000 JUNCTION LOSSES = DY+HV1-HV2+IFRICTION LOSS)+IENTRANCE LOSSES) .T.JNCTION LOSSES .672+ .555-' .7::'19+( .01'+)+( ..(00) = \" .r E R ,',\', . H 'L . /--;O:;:;'.~?- EGi - ..... ^'-, '~C'("'" FLO"l T '[ IE- ,.," !'-Ie::l!.) . ..... ~ ,... . ,!-; _::.-;: .:.:.' c::~.::. 'tc:J)' ~ _ "J _.~- r..:.c. '7,=.J _ .... ; L ~ _.! \ - '-............ ~501 1.7.180> ====================================~====~=======~========================== F'RESSUF\:E i7i_OI,.J F'FOCES~i F~:Oi1 NODE 8 ~ 00 TO NODE UF'STREf'?jjvl NDDE 9.00 ELE\/AT ION = 17. Lr5 9~OO IS CODE = < , ------------------..------------------------------------------------------------- CALCULATE PRESSURE FLOW FR I CT ION LOS,,;ES (L.,"iCFCD) , \1z", I I F'IF'E FL[M = PIPE LENGTH = SF=(Q/K)**2 = HF=U'SF = ( NODE 9.00 75.10 CFS PIPE DIAMETER = 274~84 FEET MANNINGS N = (( 75.10)/( 1436~43i))**2 = 274.84)*'< .0(27334) c::;: .751 : HGL= ( 23.177>;EGL= ( 23.731>;FLOWLINE= ;:1.8.. 00 I NCHEE ..01300 .. 002733L~ P23/A 1.7.450> II ==:~~~~~~~=;:;:=;.~~~~;,;=;;;~=~~~~=====;~~~=;;=~;;;====7~~;'~=;~=~~~~=:==;==== UPSTREAI1 NODE 10.00 ELEVA T I0!'1 = 17. 46 I - - ~,;~;~~~~; --;,;;;;~;;-;~;~- ~~;~~;~;-~;;;;;.~ ~~;;;; -; ~---- - - -- -- ,-- ---- -- --,-- -- --,- -",-- PIPE FLOW == 75.10 CFS PIPE DIAMETER = 48.00 INC~~ES PRESSURE FLOW AREA = 12.566 SQUARE FEET FLOW VELOCITY = 5.98 FEET PER SECOND VELOCITY HEAD = .555 HI"IN = . 05* ( VELOC I TV HEAD) = .05," ( . 5:",5 i = NODE 10.00: HGL= < 23.204>;EGL= < I I ..028 23.759>;FLOWLINE= / 17.460> I ============================================================================ PRESSURE FLO!-J PROCESS FRON NODE 10.00 TO NODE 11 .00 I S CODE = 1 UPSTREAl"l NODE 11.00 ELEVAT I ON = 17.74 ' -------------------------------------.---------------------------------------- I CALCULATE PRESSURE FLD!-J FRICTION LOSSES (U,CFCD) : _ PIPE FLOW :::: 75~10 CFS PIPE DIAMETER - 48.00 INCHES PIPE LENGTH = 287.34 FEET NANNINGS N = .01300 I SF=(Q/K)**2 = (( 75.10i/( 1436.431))**2 = .0027334 - HF=L*SF = ( 2R7 .."" * f 002~3"" = . 78'" _ ......J'-t I '__!'.,. -..J '-f 1 , '-' NODE 11.00 I HGI= ( ~~3.990>:FGL= ( 24.544>;FLOWLINE= - . "--=-=-......:,.:.... -- . ~ =================================== ,==============================-=--=--==- I I I I I I I I I 17 ~ 7l.1-0> PRESSURE FLOW PROCESS FROM NODE 11.00 TO NODE UPSTREAM NODE 12.00 ELEVATI, N = 18.25 12.00 1:3 CODE :::: ,= d __~;~~~~:~~:;;~~~~;~~~~~~:;~~~~~~~-~()~~~~~::-~--------__________u____________ NO. uI"u,ARGc. DIA,IETE" AF.EA vELCJLlTY DEI__TA ,1'1 1 57.5 42.00 9.621 5.976 .000 .555 2 75.1 48.00 12.566 I 5.976 .555 3 17' -.(' -, ,. 9"- I ~ a---' ''In- , . b d). Ut> ...,... )'-/ I ..:) . --.lei::: oU. . d~ 4 .0 .00 .000 .000 .000 5 .0===Q5 EQUALS BASIN IfPUT=== LACFCD I~ND OCEMA FRESSUF:E FLOW JU iCTI ON FDF:i'IULAE US[~D: DY=(Q2*V2-Ql*V1*COS(DELTA1)-Q3*V3*.DSIDELTA3)- Q4'''V,'''''COS (DEL TA4) ) / ( (A 1 +A2) * 16. :, ' ______ HG LMA1AJ UPSTREAM MANNINGS N = .01300 DOWNSTREAM NANNINGS N = .01300 UPSTREAM FRICTION SLOPE = .00327 DOWNSTREAN FRICTION SLOPE = .00273 AVERAGED FfU CT I ON SLOPE INJUNCT I ON I',E;SUt..ED J~~CTION LENGTH(FEET) = 4.66 FRICTION ENTRANCE LOSSES = .000 JUNCTION LOSSES = DV+HVI-HV2+(~RICTION LOSS)+IENTRANCE LOSSES) JUNCTION LOSSES;:;;: .207+ .....55~ ,,55~j+( "01/-+)+( .0(0)::: NODE 12.00: HC;L= <: c&.2~~!~. ;;EGL-= -< 24-R7!:-,5>;FLD~';l_INE:;; ~ " II ~:-~ - ,tv ,,'f- I' I') v AS ~ OO:'.::.JOO LOSS = nOll+ ~ i::?2_1. 1.:3 R 2;=:;0> ------------------------------------------------------_._._------------------- ---------------------------------------------.----------.--------------------- \"1"P I I II I I I I I I I I I I I I I I I I PRESSURE FLOW PROCESS FROM NODE 12.00 TO NODE UPSTREAM NODE 13.00 ELEVATION = 19.69 13.00 IS CODE = 1 ----------------------.------------------------------------------------------- " \ ==;~~;;~~~=~~~:=;.;~~~~~=;;;~=~~~~==~7;~;~=~;=~~~~====7:~~;=~~=~~;~=:==;==== L"::'STREAM NODE 14.00 ELEVATH.jN = 20.20 -------------------------------_._----~---_._-------------------_._------------- i C~'LCUL(rrE PF:ESfJURE FLOW JUi'-.JCT I eN LO~SES: NO. DISCHARGE DIAMETER AREA i VELOCITY 1 37.2 36.00 7.069 I 5.263 2 57..5 42J)O 9.621 i 5.976 ~:3 10..2 30..00 4.909! 2.078 if 10.1 ~:30..00 t+.909! 2~058 5 .0===Q5 EQUALS BASIN INP~T=== I LACFCD ,~"ID OCEt1A PPESSURE FLOW .]UNC~ ION FOP:i1ULAE U"ED: DY=(Q2*V2-Ql*Vl*COSIDELTA1)-Q3*V3*CQSIDELTA31- 04*'.)4.*C08, DEL H44) ) I , I A 1 +A2) * 16. 1~_. UPSTREA~l i"iANN I NGS t.~ = .01300 ,/ / Dm'iNSTREAM t1ANN I NGS N = .01;300 // ./ UPSTP:EAM FRICTIOh; SLOPE = .003:i.1 ,/ DOWNSTREAM FRICTION SLOPE = .00327 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00319 JW~CTION LENGTHIFEETI = 4.66 FRICTION LOSS = .015 ENTP<=iI',JCE LOSSES ~ . U(,}() 3UNCTION LOSSES = DY+HV1-HV2+IFRICTION LOSS)+IENTRANCE LOSSESl JUNCTION L.OSSES == .4(:..\O+..-".._.4.3..o~'~ ~555+( .(15)"l-( .0(0) == NODE 11..;..00:: HGL= <: //26. 022\:. ~ EGL= -< 26" '+52> ; Fl._DWL I NE= -< "-- ----. CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCDI: p' I PE FLOi,J = PIPE LEi~GTH = SF=IQ/K)**2 - HF=L'''SF = I t-.jODE 13.00 57.50 CFS PIPE DIAMETER - 42.00 INC~~ES 409.34 FEET MANNINGS N = .01300 ( ( 57.50) / ( 1006.096) ) -lH(.2::::: ~ 0032663 409.34)*( 0032663) = 1.337 : HGL.= -< ,/'25:"5t+7)>: EGL= -< 26.102>: Fl,O~JL INE= -< '----..-- ,. - < . P23/ B 19.690> , ;-f6t. HAaJ (., , 1,' ) ~. Vlb .350 20.200> --------------------------------------------------------_.------------------- --------------------------------------------.-.------------------------------- I DELTA H'.) ./+30 PRESSlJRE FLOW PROCESS FROM NODE 14.00 TO NODE UPSTREAM NODE 15.00 ELEVATION == 21.15 15.(lO IS CODE = 1 21"1.50> ---.------------------------------------------------------------------------- ---------------------------------------------------------------------------- .0(10 r::-I:::'c:' .J..J..J 48.546 60.555 75.7'3 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIP~ FLOW, = 37.20 CFS PIPE DIAMETER = 36.00 INCHES PIPE LENGTH = 269.34 FEET MANNINGS N = .01300 SF=(Q/KI**2 = II 37.20l/1 666.983))**2 = .0031107 HF==L..;e:.SF = ( 269.3L~).It( .003110'7) == ~fj38 NODE 15.00: HGL= ~~ 26.860>;EGL= 27.290>;FLDWLINE= < PRESSURE FLOW PROCESS FROM NODE 15.00 TO NODE UPSTREAM NODE l6.00 ELEVATION ~ 21.68 16.00 IS CODE = 9 CALCULATE PRESSURE FLOW TRANSITION LOSSESILACFCD) , PRESSURE PIPE FLOW,CFS) = 37.20 UPSTF:E"M DIAI1ETEP:IINCHl = 30.00 DOWNSTF<EAt1 DIN'IETER( INCH) = TRAt"SITICIN STRUCTUF:E l,Ej,;GTH I FEET) = it. 66 IJPSTF:EA~1 Mt'lNNINGS N = .0130 DOHI,,;3TFcEAM ~IAI!NINGS N = .0130 TOTAL-A~GLE-OF-TRANSITIONIDEGREES) = 6.140 36,,00 \ 1pt, I I I I I I I I -------------------------------------- ------------------------------------- , __u______________________________u_________________________________________ I I I I I I I I I I I 7.578 ups-rREAM VELOCITY HE~AD = DOWNSTREAM VELOCITY HEAD - _430 UPSTREAM VELOCiTYCFPS) -- DOWNSTREAM VELOCITYIFPS) a HT a .2*IV1*VI-V2*V21/64.4 TRANSITION LOSS COEFFICIENT a .2000 TRANSITION LOSS a .092 UPSTREAM FRICTION SLOPE a DOWNSTREAt-1 FR I CT ION SLOF'E a AVERAGE TRANS I T I on STF:UCTUf':E HF = 'L_*SF;;;; .026 TOTAL LOSSES a IHT)+IHF) a 1 .(92)+1 NODE 16.00: HGL='( 26.517>;EGL= ~ G';'E: 5.2&.3 P23\ c.. ~00823 ..OO~~11 FRICTION ElL_ClPE ASSUr1ED ;;;; ..00567 ..(26) ~ . 27.409>;FLOWLINEa t.~l ~ t:j80> --------------.--------------------------.---------------------------------_._- --------------------------------.--------.------------------------------------ PRESSURE FLOW PROCESS FROM NODE 16.00 TO NODE UPSTREAM NODE 17.00 ELEVATION a 23.85 17 . 00 ], S CODE ,~ 1 CALCULATE PRESSURE FLOW FRICTION LOSSESILACFCDI: PIPE FLOW a 37.20 CFS PIPE DIAMETER a PIPE LENGTH a 243.34 FEET MANNINGS N a SFaI0/K)**2 a II 37.201/1 410.171))**2 a HF=L*SF a I 243.34)*1 Cl082254I a 2.002 NODE 17.00: HGI_a <: ~5~7.EGLa <: 2'".410>;FLOi"JLIHE''' <: 30.00 II\iCHES .01300 .. 008225l+ E:3 = 850> PRESSURE FLOl"J PROCESS FROM NODE 1 ,. .00 TO NODE UPSTREAJvI NODE 18.00 ELEVP, T I ON, 23.90 ~ ..! 18 . 00 I S CODE '" CALCULATE PRESSURE FLOW JUNCTION LOSS B:. NO. DISCHARGE DIAMETER AREA V,LOCIT~ 1 22..9 30..00 4..909 '.665 2 37.2 30.00 4.9(19. 1-578 3 14.3 24.00 2.,142 Z' .552 4 ..0 ..00 .000. .000 5 ~ 0=:::==05 EQUALS BAS I N I NPU'~y'-==:: DELTA I-JIi .:338 43. E:B2 r. B'i2 58~570 .,000 I LACFCD AND OCEi-1A PRESSUf':E FLOW J'UNCTII ON FORNUL(~E, USED, DY~' I 02*'';2-01 *V 1 *COS I DELTA 1 I -Q3*V3'''COS~' (DELT,O,2)- Q4*V4*COSIDELTA4))/IIAl+A2)*16.1 UPSTREAM MANNINGB N a .01300, . . DOWNSTF;EAM t'lANN I NGS N a .01300 // / UPSTF-:E(lM FR I CT I ON SLOF'E a .00312 ..-/ DOWNSTREAt'l FRICTION SLOPE a .c10823 / AVERP,GED FR I CT I ON eiLOF'E ], N JUNCT I ON /(;'oC:SUi1ED P,:':'i .0056 "7 .JUNCTION LENGTHIFEET> a 4,.66' /Fr::ICTIOI'" LOSS a ENTRANCE LOSSES a .000 / JUNCTION LOSSES a DY+HVI--HV2+ I FFy(CTION LOSS) + I ENTRANi:;F L.DS:::ES' JUNCTION LOSSES::;;" 1.077+ ~ .89E~+( ..O2-6)-\~( ..O(H));::;: ,,~.549 i\lODE 18..00: HGL= <: @.:-.~~~_>;EGL= <: 29..9'~JO.>;FLO~.JLINE== r.=?3~r.?OO'> --------------------------------------------.---------------------------------- ------------------------------------------------------------------------------ i' .' o (; ;/ fiLMA/Ai "" 1>7 ..-"./...... . OE~6 EI--m OF PRESSUF,E FLOl.J HYDFAUl..I CS F' I F'E SYSTEt1 ./ \"'\'1) I I t I I ..- .., C m ,Ii: ., ., ~~I _.1 . I I } I I I I I I I I I ,",-, -.. " . R {'6> ()~2' tf'1(;. /I'D 155" HYPi<?"'IUUC.S Ri'l/S ~-It..,."(, P. 2~ 2- I .." , . , I \i ' u ~'A. ~] --:~'-'.'.'~i---;--.n~..' .~__'~__n, "--:'''-''''-,i~I'' ,n... 'I'" '. '~~. -~K '1 'It]-'~l._...~ ~-- ..-.,.''--'......--'--~ -.-"""--"'~:.c''''''''''''I'''' . ~-'~' .....-1-- ..,i. "'.-)' ",,'il- l'<': -noii-- ---\,.. -+~ ~.'"- ..:.,' ': ,."'v.......O?".... ,\ '.. ~.,..... ~ 11..; . , " '. '" () , ." ~Iii" " llc' . '"'' '--~..T':..-:'---:"..-'-.,--"m .. .'--'~ \l ., ,,' \i i \- ~.~. --~<t! --- '~--r- -T- -~ ' -----;-:":...:..,~ ,!...- ,.......-', . ,. .:. : :,'~'. .\.",3. ..,.. ' . . ',I .' ~ ,', ... )t . .. ." M .. "Ol.i \; 'L ' ._...._.---t'lOI~~ s-Gd$Ia::..... .-l-'~ ' -~ -. .-,.'. . .," ~-- ..: . , ~ <::I: ~ ~ ~ I:l <::I ,.~<::I _,____..!._._+__.._~ ....._. ____ .... _0"' _ _'" u_. . . \Ii j :( 'l'I'i~~~ :3cild;;,jid..-~" ~ .~ ----~ ,',.. '2 ~- ~ ~:,:,~:~r2 -..~~.~,. 2- --..- "--~r.;I>' -- jt , i , ' , ~, -- 'N --,IN;319~=:::~ :3dld.-~~~~lt..~J~r~W '~~ ,-::r::;, ~;~ .~~ .. ''1~: -..-'v ~.. \D --.:~wl~~-=;~~19rl(.~:)~v~l~l~i~1~ .,.~ r~* ~,~ B1'..~ ,. ,... - ..,s'O.,...~'::;1,.,..~-?;J.....=~11i1H1.J1-~-t~1-~~ ,~'t -~ -- ~,---~~~ --- \iJ 'ca',:>,l:<.I:;;l,19"'~9J:1~.c..1-".n-l_~.~:1 ~i~~ ~~~ ~t .~-- ~ Hd ~..,~ -"'. -(.l; .['--.,-' .-'---'~.JI i~~it~.... ~M ~~t ~~' 0 t <>; t N~ - ,.._._'.'~'_mi'll'!fl->J (!) 19\:1 ~~~~!U~ ~t~ ~1$ i~~ ~)~~~' ~~'--. .. (l ---.-. --<"~;';'IWI': ..; "''''::':.L - ..:".~ ~ I- .... i ,en - -- I ~ -q.. .... , '~-""~""J.';3 ~<a';> ~-i.o'~ ~J 1-. tit" ~ --~ m .[ffi' ~1'':':~''-'~ ~ -,... , (t --. I ,. .. -- " ,.'- . a '" ,I '" - .~. ~ t;; -- (\'<~llL$l"~QapJ. 'A?ll:3'd ~ I-~ i ~I ~ ~ . t ~ ~ ..'" ~ . ~~ -- ~ m I. ~ --,N) ~~~~~.!~~;~.:f~;"~:; 11$~ ~ ~l;$~ ~~~ 1*j~~~ .;: ~~-- ,.\J ,W --.,<:t.-- <..7;'2-, un --,----' ,"'" .~.~ '. ,.~)..'<ffCL _ ~I' .~..~~~1~~.~~ '~~ ,~,~ ,..,..,.., .... _ '^l-I _,(k).-z.""nu.':' >1 ,~~ ~ ~~,t::~ ~1t ~~ .~"'~..-- ..::: I' -...1-- -:I <S ~ <:S '" ;j; <:i ~ ~ ;t ~ '" <::> "" ',3'~~1-c- --~ -----. {~r-J-): s'~~~, ~j--- --~I .~ --'~ ..,-~ --~ ..:....-~I~~ ---'~ . '\, . ,-- (:.l~) .~" ~ I~I !:; ~ ~ ~I IS) ~ \j\ , 2.J'- , '.. ..', ...' \l ~ i ~, <;,; <5 ~ ~ ~ \f) ~ ,. ;;" (Sd~)'l~^ ;:oj ~~' ~l ~t ~~ ~~ :~il' ~ ~ ,.( s~-' (.....''''-) '-', ~ I ~~i ~I ,,~L~:jt ~'i-,~i-I .~ ';A t .-..;> 1/, <<. 'r~, '" o;i.J; -q..r-j) 'f-.Ji, ,.:l\i ~ \)..! 2 ?.LC)(s::n) ~ G I ~-~ ~t ~ ~ ~ ~1 ~; __,.. ,. ~~.::O_I,....II t;: ~I ~I ~ ~ ~! Nf'lC7? -:3~\'ii> "l"<l\zj.J.. <.1"11) a ().I ~t ~ ~iti ~~I~t ~~ :.J..S> ::10 :3o.li el \I) '< \I): ~ <. -~ ,V\ III .. . 'd. '<a':;~'~ 'o'.J.~ :.Lr~-:-:~~I~.j .,; .~l.. .~~l<,~ IJ\ ;:t;:!: '~I' :-I>'!,-I- - " ~ ~ .. ~ ~ ~. ~I <:.f-" "-I ~ ......1 ,..,,1 ., .........j ,. "I \J ~ -- \j -..-- oJ ~ ~ ~I 1<)[ <:Ii I t<\! ~i --,.T ..... ~-...J, ...'-J '(ll ~ ~!, ~, ,~.. ~ "'- ~ ~ ~. .. . . --~. (;.J.~) ,.... I ~t ~t '5 ~ :st - . -- -- -- . .--... =l= ''c:t? to I .,. " ~ N \n \J \1k' ~ '~ ........ ~ O'g 0'9 O'L O'S 0'01 0'6 g- 0'17 .51"13 Ul- iiZ'C, '/I ,gd' '\ '0- _ -.\.. I q I. .__ .... c;L OC; c;l 001 ~~-:l ",lied i __ ~2d OSIS21 .~.. - g-ii. , /'" .' o ~ E ,/ 17 / s 9 01 6 8 L 001 06 09 OL 09 U!DJO WJDIS ;U!I _pDJli 'P,(H"";~ ;:lDpnS; JalDM _aJp -L(- o I . .::1 18\11. ~ SLI OSI SZI 001 1J.. ~ SL os c;z I I I I I I I I I I I I I I I I I I I i) 2) o e- IYI o ... 1> 0:::0:0 JI ~.o VIe." z' _ 1>0 L.- r' r.2 g) ~ 3:' 5-' 1'Tl~ fI/I!! '" -; oC, T- ~:o 00 T-o Sl n :r: .....-< ""0 ;:: t'-- E :u l'I n CO o ~ r' r c: ,I 0 ~ ~ ~~, n -, 0<'00,/, ~); z :::5:..; _ 12.\ :t> 8 L .." Z OC ..!.. 1::. :::0 :t> fl -'3:r B. H ~ .' , .....' en :r .. . - z p \- o - I III :r . . ;;;- n Q n c: Q - .. Q. ". ..: I I . ~ I~I\ . I I I I a1....{l ~--- Ie:> If' I n ,.. .. n ... . Q. ". ..: I I I I I I I I I I aI 3 I I I , ~\ ~ t r> (") 0 ~,)> (). (l r> 0 \\. () ~ .' 2)- 1 1 , I I,' f~ - Z --S) CP .....J 6' '" 'l ~ ~'~ IYI c V-l Y \)J \J\ ~t,y OJ 1'JJ}:g> I lit 1 t , !!. = ~ ~ ~ ~ ~ ~ ~ ~ f t SP cP . ~ J\ s-- ~f~ 0-l .J\~ ~~ (;' ~ ...J 0 .....f-\"'- .. \:5>\": .., '" V' '-" ~~~ '" ~\--"!i . '- :0'," v> .....- g, .I:> ::-, ..t>- IS> '" .J ~ I" ':I' co ,- \Sl <" J:> '-Y rr .. () r;J I>> )) ~ IS' 0 9~ n ~ (5' ~ c9 e-fl9, \p cod> cY V' (})~, -' <j> rfJCP _ k- - - 1 ,.,.. - n ~;\ J:> cr, '-SJ ~:1l '? '; J;?"",, C> ~ \' il A ",,(;t.J .J 0.~IIlO ;; ~'" -;; J\ <:,' ....l \5J ..... ~ - "" - - "" '" n PI .' ~ "". ... ,~. .,QQ -.>-'u- "" :::--- ,,0 . ~ ~ ^ '". Ol .'. III 0 . "Q..D ~.,..... '0 !>-- --' .J\~) ?' ~ ,,> ~~ _ ? ~1> <::> en D S'" <>'_H. 0'- 0 r- <?i U:? q.:.~ t)~ ~\::S r' 0 o -.j\' i{ ~ v" \' f'- ;51 ~ III C:'-< S..:: 10\" N' \'\5 1.\< ,,\< l'I ~~ ~"') "{'~ -...I _ ~ ~ (' ~ \'~ n .J-~~ }c' 3-~ ~ -;?-S :sS ~ g l'" ttJ -I 0> ... CO I):> \?-I Z "'" "".J::,.. !"'; ~ N J\ ..J I"" Ci ~ >,!,. . ., "0 c \ - C' ;,. - 0 - v. III " I ~ (5) S' Il\...o-J..J -""_ ~'.J>. " N ..J - 8 -I' . <::l 0 0 I:l 0 0 0 . ..J '" N \>'- .J <;-- '" N~' . - . - -I ~ ~';-' \) u-l -?- ;,. .p. ~ N N 0, ~ --;; - _.-l rI ~ <5J _, -- -.J D -;- V' 0J 0 , \ - (jr" n ~ -I 0\ ~ <:,' -3 > '-" V\ P CP ~ ~ .J ~ 1\ L (.", - ::: ~ 11 - -: . . - 1:>-- <s>f'ly\' N_;; .c-- .)\ ~ J>.r-:>;:! :"()-C,. - ~":..::! - " ('\" -f? "'" D 2) C\ 'C\ 1'\ '" ( (\ '" ry ,,(" '" c~ iJ' \,\ 1> !\:1\ ,I '\\ IYI (>J'.r~ 0\.-;(,\ iJ' l^rp- ~ G> ~ cl cl a " i- ,..; -I II ~ ~ "1G ~ a-::\~ () O..\:)~ 2) ..... r) c: 08~ 0~d () 0t ~ 0' <Jl C\I 0 ,\ iJl ~!\ 0l .01 - r:>- , _~. . (l> v-:> ~ctz d 1'l- 1'l-:;r. ,-I- 1 '\\" \t, ~ ~ It- ~ V,; G' 0\ ~ ~ VJ '" fIl ('l - ":' i i ~ \" -S) N ::0:0 !in O"TI Zo 1> rSJ ~~ :in 00 o .,.. (")- 1>d r::o (")0 Cr ro l>Q ;.;-< 0"7 z:::'" > :z Clc ::0> ~r en :r' co . - z p 10 o - I en ~ .. .. - .. , ~ .~ ~ '" n () " J.- ~ " r:. 1> 1> i', ,. C"> ",,,, 0" (l'; :0- t _ I,. /j" .v V II I ,I ", Z (50 ....l (';y " ,,- rc - ::, =- a __ 1> " 11 ~ \..f'J l- .., '"" '" '" ... " M"':' ITI '" v-> c- i-- V", V' v> ~ ...... N 0 vJ -c\;,.l "'r;:,'i:. -0 ;-() ",,:en _' '; 0' ",; \j v-'!!.~ - =", ____.:::;:, ::.~ =:' '.g h' ~- <>>\;> .~ r: c 8 ~ :I III >- > :}-,<;; ~ Q -;::, >- > ~ ----- - - 0\'" ~G:" '->-'p>- -1'>-0\ -);' . ~ 11 r r" - ~ ' ~ .. ~ =- ~ c... Q ,,' " 0 -J tJ.l N \".}-) \J : r-) ~ ~ ~ ~. W \...\.) ~ v) '-~ ~ ~ lj,) i"' ~<}J ~.9. h-., v'O ,f oS; :r,.;;-- o ...:;:/ !'-""' - ,,' ...>- - cP =' 00 00 ~ 00 00 p ~~ ~~ 0 ~~ ~~ ~ n ~IJ) t'O\S> eptSi (.pcY" ~ _ _ n NN 0'" Qvo -s. to>. ~ ~0 0~ ~~:~ b~~ ~_ "''''N-:~ N- '''''" n", 1\ ,...l I--..l c;;- -:-~ '" '" c- ,",' "11 _~ ~f-Sl~ v'\i--'> ""C'-> eno -<. C> (:) 0 0 Ul o <:> 0 0 6 _ - - "0 _ _ ....9 - '" c~-:; ,^.:f c\" v'\< III ("\'I "l}\ C'~ r;"~ n :S~:S-~ }~ ~ g IJ< c~ \l' \jl Z ~ ~ ,:h,l- ~ " IS>' ~ <--' ~ ;Xc ....l ~ ~ ~ "11 o 0 & ~ ~r o <::> <:). -::i> N r~ - 1: _ co f-Y...J ~~ J:>. -::F '" -:;, I _ _-\ ::;; ;::--\ -;;::\ M ,.~ o~ . ,...() V\'-I ~\) 00 I"" 0"" [? 'Tr ,,", 0--l ' I> - ~ - I> '7 . '~ ;:-" I~':" [5- Z. 'I Z. -I"'- '5' ~ \ ::\.5> I-l - -". ~ r. --\ 5) -ll IJ:> "" ;:l ;;r ::l -<:\ I' - ~ DO n I::: ::> I D '^ N r :0 ~< J ~ ~\ ~('- ~ 3" > rX v; )) ,.)> cl - ~ 1> ':&~ cl ~ -":1'-,.' ~~ !n:O i>-" 0 ~"l ~ J> '" ~ r-. "r,' (/) "(') . Y r- '.' \p:" r" ~)~ ! "0J ,,~ _, . V-" -J .?<zzd 5 fl- ~ ~ It- ~ 1l!(J:....c <:> (y- \l :0 o c.... IYI (') -4 l> v v~ l'\ T- n ..J t- o p r:- z... o .G () > "'II -' :JJ N f"I T_ o -r c: " ' ,., , z ' n '- ~ -:.. ~ -r -;' - - (1 ~ L ;1 fJ '< " n Q n c " - .. D- C' oc I I . :3" Iv~ . I I I. I ol.....Q ~ ;:.C() II}' I I n ~ . n ... .. D- C' oc I I I I I I I I I , .. 3 I , I I . I -1---+---' I ' I ' i I I 1 I i -in, -~l~~~UTi~~~M:!~TF; o.r;;-I'u, ---1--, j,.- -- ,- --OA : ~ 1 I ~- , I' I-^, =~^-ck, 1-[ = '/,J ,-- -, -- ,. ,......, \ '- "\ ,,,,,,,,,-=>1>....1 1,-, BY C' K'n lr'~ I' I I '..-J-.-. I LL~,\.. ,- . 1 , ,Nlt:::-I~NO. i - ffi---H-titt Iii ' IJ------i++-+-t-J, ---~-+1J-1 i i I.......J '.c I'E" I tJ.b ; t; ; I I --I 1---+ 'rl-J'-ri -T 11--' ' I-~'- '-i'-r-+-;--r r-f-j----M I - __,L._ ,_.L_ _.JQi'::_Q2.J2~?__L__L" S o!. 0 ~ , i "i : Ll.J~LJ_-! I I I I 1__,-' I: i I c!~ il.~3 ([?;.'5)/((ol",~~ 6~ -j' -- --T- ~----Tl-T--Jl~t- un -11"-' I 1-':-- J--rT ~,.:= J~.J-'Er --J I I :__L _J,J __~ _LLJ.J__J- ,J _..J______{_ ___ "\ --*- u 1':'_' -- ..J_~_lJ'2fLllp_tl:LI j~p)L ~ !~ J ~/, r ).- , _~ ___ ,_:__~ '~n ~-+j-+-;""---JI-~-H--+i l J \ j 1_:""'_ ._.~I__+___L~~..E:lL.U2 ?-_P--,-"'-S! I I u~ r 'Z-2..& a:s c/,.. ,. B Ir'" __..;._J_"LJ_J_L j_~_i____ L_ I r ~-1' I I 1'~,___LL_I,_j__....L !.....J___J_,__j I I.. ~I !___LL . i :! ~ Ii; i i I I I I l I ,;. ~C:J?_:j,--~Q,jt.L - -1.~,-_L-!IJ......J-----L-1 T i 1 ; \ i i i; I i I II i I ; " , "I I I I I'., · ;' ';;~-i~9-..4:n.~;S. ..:--tT'T' 1<;1 d.J I I ,I,:. ' ~;~-::~':'~;~4:~\~;I)~(r:~JD'~711) ! (I' 1- . .. - . - -,- 2CiT~lml~9i-1 I I 'no____. --...!~.-- i,~ZC~~ ''-'-r--~~1-1- ! rl ' Ii", ,;---..! --'. ___om" ,"' -"._, ,--'-'" '--'-~'----,- ~ , ,;: i I : i t I I I I' 1 1 , ,;,:! I , i ' :1 ' I r-. u -j -- . ___,_n__~__ ~- -~- ~ P ----'-'---r I --------L__~ I :.- : ,,1- '_\J.?,'?!,_Lf.R_"'.__I~~ ..1__L~I_.:=JI....QII"(P{, II I JI~')I : C. ~ ~ ; )' i : : ' ) i I I I q '," I I'!;: I tt "",""" 'Q'P~/:-'~--;rd;~i-': I i~Q' -;ll["il~-[J ' J ''''. ___m__ . :' Q,,:-- :"~ ~: I :]L<JIf --"I'l--[Sl I-r-' --.~-:= '~,u,~~\'~,~:'J_-~~::~..JsJ 'rT--rll I I" .' __me. G.N9,3. ' .:_'-~'--"'S=rJ'M~j;Qj"\Q.~T1~NI , !! I! :~' I i! 1x" ": ' , ~ om - ~. ~. +---~- i --,---1,-+ :! Q ~ " I I:.:'!: I" ----', '.. /C1=S :-'"''--;---i~l-'J''' "r-"'--r--~J' ; -,-, -,"- :,: I ! ."--';-1---'-+ , __" .....,h = l,c:L, H-:\::z,'.___..LB./-LJ.._~~ __, ' ,i: ; i Iii I i I I - .. :' --, l'=c.:-/-Q~ -'j --I -'l-\. r-A 01 1 I I--n _J,~J!__; _.m . ..~L -;--+-t1' -i~t7 "'-,- : ',~-,--:,c;;~'T~~;--1-ni--l,"J~j -1-t~ -:+(:HiI- I I I \ ..- ---:- ---~.~~3i ,- ; I 'i -+ i I 1 I I I 1 SH ET -=F Rj.C.E. I I -- ,.-I = /-1). 11'2.. 17..i:b:;' ~ A-r: Lti' ~ I r -=--.h g,s I " ;:-dw eAt ..1_ ! I 1 I tJl-+~ i I, 'I I I . I I I I __ -L'''rn' :;:: cbM :rt..3l-1<..> L I --l~ i I , II I .nr.. IV I \ -- -- --- I ~-I,-+' :"'i--+--t-l--j--+--+-'+-I~'-l'+r - u .1,--- --- i i ,~~ =r1~INE,STI!=,-BRUDIN-&'-S1.'ONE-'- I,!----l , ,lNcopo~TIDI I I I I II I I I .,ENGINEERS .,.NERS i. I I a.,- -----j--j 1 \...'" bl :.r1'O-es :,-'; "', I i~ -j , I-.. J""'f','A I "--\L~ -hH;t1' n. i- I !-i ; I I I I ! I" I ,I I iil II I I- L'-"--i I__+_~__L I I LJ=B..J--Hfr!'-U ' _CL, , c:r\3l tilo,J 4- TTI.J...J_ __..1._ ii,' i 1!,-------r---rII'1 I ~!I 1 ---t- + J ---j il,.....!..' .---L ~ ;.-~--..,- 1~1 I: i:I~II:'/iIJL' 1 I . !! ! :' : ! "" "I I"" "~A'/' . --l~ ';'1-1-,"-;--,""- L+___j ! ~~-+_+~-,_lo~'33~ oi''? )1------r-l-l-"t+-1.~ I : I l__..L..... , T I I L~, i ! , I ,,_L_L__.__ _,_L_;"J~ I.-L I = 3b.e, r=\ i Ii' I i I i_..,I_ ~ i LJ__ 'lJ- --J ,L,~....J,--t--= i 1-..1..-, J I ~I -'11 L j ..i ,J I I I I I- I I I' A 'I '6'. I::, I I I I I, '+- -E' . ',--.,r . Vr-B- _~'r-14~ -,+~~ +"'::--1,.41-- --t. --i.~d. -1-1"--~--- I I. i ~_.+-- -- '~r---r-~ nct----1~.- -~I-----1~' l:;'il--+-,;n.: -'l-i-~ -W'::;-r::;rl- .'-1-+I-r-~r~t9"' ~ &fl..Jr--+-f'~lu:~:L~Ll-+-'i t= IlJ~ I Jl"~ .rj-- j-l ;--,) ,rl-rt~, i -~ - i ,t~l~~:-.;~'-'-':--r~~=r--t--l--l-~- != '____1.. L ~Ci,~ _u:~tQ~' _~_____i _ __ J--,,,,,:- _,___~____,___ , _ ...:__ _ _ ;._,L.I_____!_L__LJ._.J. I, I I I I ! I " : "i,' I ' I : I I " I i I' " .., '-+'+'l--1-'Q~-~;_..~,--t--:.. " ---- -' ---:-- +_.;-_.!. ~. - .. --" ,., .'__,++._~_.~_..+_.~_.J., '~_~.~~ ~j-l-tj ~':~,_j It ~.~Cl51~~:~-.: ~~'. ,~tJ~ !,C 1~~---,- -, - ~"7 _j~J'-j,~11_b= " , I I ' I ,14-->' (7Jz 9U' ,I '5/,- i , ' ' I ' I J I I__~,___ .----!--i____1-__j__j_lr: l~~l~~_t0:,~-~.Q.~~~-}.---j.-~-:- -,.-..--- _ -- _ J~I~l~__L -~-- , I I I ! ~ . I' i -! 1 I I .;. : , : I I I i 'I ' . ! I : i i i IiI _, :!! I '1 I ! I i -{.._-~~..!.~- __v:.~_.-:_._ --+--+---':--1-~---1'--'" _._"t~'-~~--'~'---'-----'--~'--:----f--": - ---~-- -.. . - ."-- --';'--'f--r--~-.--T-~ 1--+- '+t~\--L'l-1-i4 -r-+-i i~i "~ -'1"~---l-l---'i--' .. -~j~- '~., --'i--t-+-H-+-1--l- rU"-1-l-t+-;-i-r-1:li4r !'-Lf~ l'o'.~i-:- i' eye' =~;:';~-'-1-1~---11i I~=:=: -TI=LL'I~J~ it~rTl__r:T :'~I_,~::t~.r.-.I"",,,O_,__.J-'-:IJ=l~_.LLI ! 'I Iii 'Q~i~' , I I ' ,,' :' r-:1 I i I I , ~ .,__-'-1__L.;_j___~~Q ~L.p~ 18. i Qp,::',_'n~9cc." l,.,J__-=1LOl,Q- i?_'-U,~l,o '- ~,~.-,:,,_LJ~~__~l._:tj:~~l,-LtL--,:., , . ',_~__~:__i~.._ ...,.i__', .. .:,I_r:~:,J,_.:nLJ=J~j '= ~ ' ! ' I I '. ; I I ' _' \ I ' I I" ...)---1----+s::,0.~,-t:l(>-c:,"+-+--;--.~---,- - --c....,--, ---;-' ,_.__L+,:._;__,L+_~:_~_.~ ...____.__ ---~-_______i--.--J- 1 .: __~ __....:_--!.___.L _._ i __' "_ n..___ _~_..__________,-_.-n ! - ,. !:--I-----. - -; it; -----T .-'--; .-_P-:: ~ ~---I 1- ! ! 1____ ____!_u~'u".Q~ 1'3..:L. _.L....;.., _, ___,_-:;~~-'-cj:J?o:s ,__:_,,"-l_:_D_~,?.?.L--'-----'__--, , ' I i 1 r I! . . i I ; ------ __;____;n ~I-j--- ----:-1:-4~-(I~C)-1--1 :! '3/1..1 1 1 --I! - i -I :-.-{---... I ,l!: i - --- J -i-- --1- ! I __~__ i I ; I -t....J,-,-l-+.-J1- ,- : 1-~1~J-----j 1-- i----~I 1 .....L i ,I I "I GPI Q; -:. 0 e31 1 iQ,::.= I&:.? cresl I ; I '1=:LON!-- 6H__J '3 .,~ dC~ -- ---- n_ -''P2~i-r . DA E ::> JOB NO. .:;. y; -- -rc. '~I--- d----l;~ ~ BY K'f'l F: <f!----l-- I I I I I R,.C,E., SH~ET .... i I 1__1.... ~---i~r-+-\---+-1-\- --1--+--1--+ u' -''---' ---- -, - --- --- -- -- - ~ - ~ -- --1~ :.JP=1-fE~TE,-BRUDIN,&,STONE DA " ~ p Ii- 1EHi~EfJpJNE~S I, Ilf-' ~. ~-d.JH-ldht::<::, 'N-" ,-I~ _. II : : : I : ~ ~cb:J 'IdD ,-L ,-~ .L --tttijj;' I I I I - I' I " , I I I I ! I-i~ --i~-IJJ- ~)D.I~I i;- !<6JMb ~fN(\l o~ '~-T' . I i I) I 1 I' I '" "I ' I I' 'I I I-~ ,- -! 'J---!---r----tn,~\~:j-d=si :;g! i I ..,--:-- -!'-I-I-Ti~.I--T -'--l' I I -i 1---'- -";'-'1 ' I I I ---l...--L~--l=\-j-.J ,-.J_..J J, -~--+J-I--il1~.J ,QJ__ =-, \,1. I ,J 1 OK -- B,) , i I '! ,!! i i i! 1 Ii I ,,--- ,-, -r-'--"'-i'--I-- --rQ " 111'\Y:'G 1__:-_ __J,____L_L-L-LC-f_,L_.~Q/LI J i -=1 \' I/' ,c --~-- --+, +-:,-~-J. ~--~-- ~-J--j-~~'zi-',..J ( ), 1 n-~I--'--'~........:I-~-tJ,':: ~,u4.-::JI. I ! : I ~L '" S nnm___ _~_J__J~~J_--L_, j--_LJ._._~ . i \. , I ' . I I' I ' i I ! Ii: I I I! i '~',C .~TJ,J-QI'~?L'T~;;-J~h~~-l-~JI'l+II' <;,<,LJp (I'~. o.,l'ON ~ ! ! , ;; ~ I I : 't I.' I J_ I I I -"--',"-,'--;---r-,' "-4 m':-'-r+4-'T "ll"l---j-"--il- ,- ' ju.' __J : OF --S:~--+--T-T+-+l-h-'++Trl'l 1 ,-,--,~--; ':'l::'-:':'-+~;:\-~T- -i~+-jcD~!~' ) Qi I --l I .'. ! __.'.,., ; __ ,_ '\ -:: : \._Q.__L_J -- , I ~__.-+---j_ L 9 ~.:...L!---1 j : i ! ~ . i i t i ; ! I j" ~ ! i I 1 '" '-":--~--'T-+'-'.- L~'~' ; '6/";,:)'7,,11 L : <-11 i: I . ::! i , ~ - :, 'j'..... ,- ; /:.>' I. I .- , ---.'-r-!-r~- (',---'-rl ! I I ' I I I I I 1 . dT-;.---i-----1-'1--'''L--:il.i;:'ri---r-5 tE...ft-" hI ( ",Jt-l' u.' \ I'T--- ~r~~~=],==r-l,',-- ~'-,1,~-I~-i,-!~'l~=:tJ..I~1 I I I ; ~, : ! :!! i :~., I I' ----, n-~-'t-~~~.2~--_~c~~- -~'~--~~-:_--~--~--+*1~..;..~.~i~i.?l:i-1 I~-Q ,400'~tJ~;---!:i T J1~t~H ~ I" , 1 ,nO< .,__,_ ,', VI ~ \ .0" ,__' I--l :_O_.'1_,:.(8.9~ A~_<i(}b)j_ I i t-I}l-\ ~d ,'1 , , i : : I I : I i I I I - n - . '--,---' -i!""'TI- " '----r---;- ! 1 ---- 'u" - -- Ole ~ '2.1 CP>/F3,---1,_...:, : ! '~LJ I i..J_ I ' ".,,~___ ' 'u". : I ij _! J! _ ,11=1--L I..J i 05E- l-:: '4--' '; I, I, 'i: I~ I I 1 ,- -'-" -: ".H___ ',I :'! i ..i.",----T..t.~nl.-'!..--!-~'--M--'i l' I '_J._==_i..,],,---,!-- ' ?LDlU (,J~~P-.f~! ! I d -:: ~.S (\4 -:: <>.eJ c.k 1';'+- ';~;,; g +,1 UJll!. d-:': i JOB NO. BY 7\. SH - -, ~F , I i C.E. I i , : : ! P--3 - - ::\1il ~~~J,fl n'_' n'~ i ~ --H ~ orb--j-' --- - 1--61:0 Ie 11--1..- ---- Lei r-, T -~\b;-iLt - -+-1 '1-) 'in-,!,:-, j-L,I. ! 1--1" 1 ' iT I LL=R'" i J_J_J....J_U_ ' IfI . 11 \! ~i ! i ~ l,-...-j-~~++J" i IJ_- -- 1-~~~-Lj t-~__~_~L_~~-t~{j-ti ~l O.:.~I ,i I , L-lJ' I '~ Ii, ; I '/ ill I , V<.b.~ J ----L..' ' , I j' J i ~ + ,<8 ---=~2~..Lb. ~i~. _~-='I~_~ rn~LJ~[:,f --I fF,' , I '. J-:J _: l'I-1'J..J--,JJ~L , I ,f- I"'" I ' 3'1.4- F' I I' :.J' i ; i . I I . 1--iT i ----r '-i-rl--r'i !' ~ -- -U-~';4!~1--1-rL~ 1 J o!?;t j' in-iec..;i ~ 0. :<1 __J,= - ~'-f'-'1i1-~~I--'t''l--I'T-I--T-G-i ,i -,-+ ' :-+--j'---tXt~+'--c-,_Ll_J-+-+~ t-1-"' I ; i.2.sr-+-'I.-tQ~ ~i It'?l S:l~+-'1-'"1-'I~U!U) i~ ,I ~-1- -fJ~1 I ! I -i-i--'T-LJ-'T-r'7--'!" i-':--rl--t~--i 1 -+- ---t-1- -t-C-"..4Ii,W . _le_~_,-'n__J,___;_J__-i-n L.'" .~:' . '~-- ,--+,,--j-J,-1--1 '..I:" I ' I ' ---T- I I.... :, ~' It. : d' , , , I I , : I i j ,~--+'--i' + ~-l-4-I/F~tl---:-- ~:.-4'4~~~-+n_:m~q.?+ d--i-~~+-+-+-I ,- -----~-;_..~ -1_A___~_~"--;~..-.J-l'--t-~ ~,--" '" '. . - -.! u.' :-~---J."-}k'-~"w,~-:, -; . -: ...:..-; ~'-~'-'-':---it-~..-~-~._.....+.~-~-- I I.: ~=+'-j--i- :i"{ r(IUO~f'-~OiI>+)-+ "',_,_,~.4:,_.:-__;-:Q 10"'~~f+'~-'-IJ-t )......L,--J ....LJ i~__~__-i__~,___L,LL_L..I_ . :--L-LJ.-J_--W,~ , I' I 1 I! '!, l , I I 'I: : ; , : i ' : I I ,+- -----j---+--i--+---]-, ......ll----i~;--~-~'+. i ',.--.~- :,-'>+'+---1'----1'-"1"--1'-1-- _:._ ._i_._ __:._._.~..: _____:__.__!___...J _____j_J__.~ . ~_._~_..~.j ....J___'. ___._.__.'.. .u'. ___._. __ . ~ :. '_'_~_'_~_'_._"'_.J.__.J.._l_~_ Ii i J! 1 i I Iii:: ! if;. ~ ...__. _____ _. _ ; i - i -,.,t= :J,~lS~l-t --+--r---\~J'-c,j]~J~,:~::r~I'--, " .J'I~'~:-~l=r-L~,. 1'-_+-' ~--~~111 II I :-~---++,---i,~~--J-,--: n-I'e':.T---11----+.!,-1.-t-- ~.~.:...~ ___l.__.L..._,.____~_l J--.-J~.~.............:__rO~._..~~_l.-~.~L.__:._~~!_..,~ ____ .._~__...:..__~.~L_.__._.".,l..._.l_ I I i I I 1 I I i l i i 1 [ Ii: ,: !'! 1 i II --i--+--1 1 B---'I---II-1 ; ; i --'1---;-' ' '--i'---:--+-j-...J,'-, : ; ,I I j: '!:' ,.."._..,.,__.,!,._i_l__:_._,_I_i.,. :~~-~ ----i---:-----T 1-,-~----'--'I' '___I --;, - - 1-1": ._._~- ~---1-~--~-_1. -J--l--: ---i--;----- -~----+ --' ----.;-: - -. ...-:.---~;---.-'-...-.;~ ~'~~-----l-.--~i--.-l---l- 1,,--, .-~,-.i -~.--:--..--- i--t---:--.:,..~ -----no ____J. ..,1----,,---' _:, ,- ..,----- .,...Cn..,_'.__,___+_".__ ._. ~_._~ ' . , I ! I 1 ' , . I l' I --..:_____:_. ___ ..--._' ..........;__1-_.:.....:.--. I !-'-- i;u '=j _ -- ',i: i :::-:__U ~- T: i-, I-----~~ .--i - r~--iU: i j-t':- ::='(-+ 'i-T :'--l--T~I-"': _.'_..n.'" I, ";--I---~-",:----;~~,:"r=t:l ; ,- -ll ' -1-T - ,-'---1-T-il-----.~---i---1-'--~ -, '.' -'1"- 1'- I i-r-T':---+---1.',~ I_+---+~ . ! I,' : ,: il-,..J.,-t.---L-1. L_~,,'-+-...L, __~.---,,----,..__-+--_i---!-..l i 'I--,'--'I'--~ \11__+ ,: 1 I' I' 'I ,I i : i 1 i . I " 'I ' ' , ;-! . ,-,tl -l'1 I I i :I-I--ul--~---:-+-r--'-i-i--:-':!- \ I \ I i-- ...'____n ,___1.._,1..__.._________, , ______':-___.._,-,~.J-__,-~-,...__--,--__1---...---nu.-.-,'-----....-- .'-.----,---- ~. OA zf I ." ::II o Co. '" o -4 o ::'u::U, ~'o '0\ 0"'" 'J Z'o 1>' L r' gt, r'l""! " :' !!:, flit!. ~ rrl' < 6 :i.o ,. 0:0 7, 0 " , ., - (")- 1>.-< r. '0 ~r::o no er- r 0' ! ,........ Gl ~i ~,-< "', 0:.,.. z~ :t> ,", 'z ,- Clc > ::o':t> - r- /: 3:,. CIl ::r co . - z p 1- o - ~\ Ul :r . ~ .. 9 '1 ';) " 0 Db ~ 9 ) , ~J r: ~::II \l ~\ ,; ~ '--) <) y 8 "0 -=) ~) ", .. ~. ~ " ~" '=- ::11:= l:= " " r -, " - -' !..- .. " " .- - -I "'Z r,p - - .. " " J. " ~ -, ~ - - ,- f".:'1 -': -' , ~'(i) , (P - ,..l -, ....."; - :s;; - '" - - ': --1 + - -, , - ',), "" ..J - '" -. C" ':/:1 -' '- , , -, ~ '0" ~ - - , ,-. :j l-- ~ \I...:'l .t~ . --' ,u ...J I ..J , ,.:-1 --' --' ..J -' ",IL ;- :;\- ') ..\'}: '-, C .. ., " · en :/ ~./ " .. r) :,\\ ~ en I]:; c 0 - ;~ .J\ , " - 1\' --' --' --' ~ r) .. - " o- r , , . c ~\ .}l , " , <) ~ , .. " 0' CO f'.) ..J 'g , (P '-:J - t:. - - 9 III - rJ ..J :G v" ~ ,. .. -'- '- - - , , ..,.. :> . t 0 G - ,., -' ~ -' ~ .. .. .. ~ r-' ,-. ". ~~ \)) 0' \.1 '.J'i'\ .. .. J> N :. '\~ ~ f'~ \' '. " I'.' c.) -- '" ~ J> ::'..1 f~ ...J ',:,::,';, , . " -' ~. ,-' - J::- - S 'U - . - -' '5' 'fl .. .. . , -' ~ ~. r,) ':" " i" ~ [JJ j .- .....- I ~} II c,'" \5' " :r " .. - - ,1 . ~ -- n --ll (jl ,~ v, '" ---- ,]' I~ C- ellO -r;: - rS) ~ nl'l -Y 0 - ':) " ,,1\ - ~SJ !)) UlO c:,. 0 0 0 Ul ("J ~ " 0 b ,~ " ~r~ ,::. ~ i,' .to> "", ~ Ul v. r~ 1>; f) PI ~,' ;<:J ~ -4 ". .... ~ (5 , 'J v \J Z ~ ,- :p: 21 Ii c \' '\ ~ - cSl -} ,) , c.' - "r ~ .) 8 0 0 :-4 - (j 0- ,- ~ c- S , --4 , \'~ ". ~ --.l I :::,0 - - M '..', Y' l:-:- ......\) ~ r.:; cp - - . , {, Q -4 (> 0-' ::II '" l<- i: , --..1), ~ ::II ,.. en etr2fi " :D '" o c '" z n -C ..., j C' ,. n n :r 0 . - " " ... :. .. 0 Q. - .. Q. .,. .,. 'C 'C I I I I 1 . . 1_/- . I.;". or I .,-\ I " I I I I I I eIe1 3 ~c; I I, I Ie,", I a' "tl ::tl o c:.. fYl (') ... :0:0 ~n 0." JlZn J1 l> rg>> (1\ E: fit!!!. ':1 IT\ C -I Q ::I:n J"l 00 o J: L(")-< l>o .... 0 r("):o :II. 0 ", f"- c: r C -t-"ro c:: 1:> Gi ", ~ -< ~ u.-~ 0"7 -< Z ~ :l> - ~ "'T1 Z 8 0 c: r,:o:l> L ~ E:' fl 1:> I- ell :r .. o - Z p IN o - I~ ell .,. . . ;' n n ". c . - " n ... !:. . D ... - . ... ... "" I I ~ Ill' , I I I I al ~ ;:'0 ~ Ill' ~ ~ 9 s ~ ('0.\ " . i1 1'7 1> :t> ,/ ~ __ ~ 0 I<:> ~ r ,I ' ~ r-.. ;;) ~ ::0 Z r-~ S;.J'; . c - ~ ~--. 11 rrl ~~. .' " " ' " (l1 :t; ~ ,1 .' (" :t> ~ . \!I ,,- -, - 'l- .SJ " C ... ......rP~C-r> _r\1 rrl + Q. {;-~~ J)ln'~z:. . . -J I~ +''''.!) r. 1(;' ~~ <'1 -;" " + r-- IJI C ~ "- ~C;;\- · ell . \. ~-lIV"~ c 0 ,~., -1 1:1 H -I :... ;..' (-14' E: ~ = --- 'I'"'''' oj-' f:.../....l --' ...J '- ~ ~::- ~I-::-_ 'U1'-' \, :Jill ~~ 0 f ~' S) \\' 4> f II ,. ,,() ~ '~ 'VI J< - u-> -V I)J ~ CO ..J (}J - \I . ~ :::J ('l , j:>. 1t- ~ > f ~;.. ~,,......... (r.;;; II'. '" " (' : , " .. I., \" ..2 cp, :', l" '" N c-- \I N ".l"\- 1;- v-a - \3 _ '''' ,- \J> .. P -.l +:> . '" J\ :r ~~ ~ ~R~~ "~~~~ ~ () ~ . I '11 0:" N n I (j\ . I I' ~ I~: ~ ~- nM "' ... .... .- ;---I, ell C C jJ 13, V <)e>~ " 0--,." II) r.> II> '? il> B I~' ~ 6 " oj " '" oj ." "- ; !o-\ 1-\ -.l' ~ ~ '"' 'G " b~ '" ('\ (\ ell f> \3>~~ I '"; \Po> ~ t:' \\.",. ~ #-l\; ~ in '\S>o-..tl>l 'V 1ii:l6' z ::\ " I' I. ..\) "\I ,.... P Nv;";:,- \J01Ii." "-- ' ;>>, ~ N . ell < r.> ""~l>' \'l 'l ~ l' ('\ r\ j( II~ .... r- I ~ ~ ~ ~ I,.' - I~ ...J ~-4 , ~~ M . :,-~-4 , ::0 ", s: 1> '::tl ;II;: , U) : I~H j j I. ... "" I I I I I I I I I I ... 3 I I I I 'P242 t**************"***" *********** J<.**** *-I!"~**** ************** *,,***.** ********* PRESSURE PIPE-FLOW HYDRAULICS COMPUTER PROGRAM PACKAGE (Reference: LACFD,LACRD,& OCEMA HYDRAULICS CRITERION) I ************************************************************************** 1< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< < -< -< -< -< -< <-< -< -< -< -< -< -< -<> > > > > > > > > :;. > > > > > > > >>> > > > > > > > > > > > > > > >)- > > I (C) Copyright 1982,1986 Advanced Engineering Software [AES] Especially prepared for: I ,NESTE, BRUDIN & STONE, INC. <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 1'***"**DESCR IF'T I ON OF RESUL TS******'~*************'~**************"'******** A.D. 155 S.D. NETWORK 4 * 166 052 016 RIdS 11/24/86 * _LE AD155l.. -K. **********************************************************************~*** L*** *************************1E--t(-*****'*-***************** **** ***;*-****"*:'*.**** ~TEI STEADY FLOW HYDRAULIC HEAD-LOSS COMPUTATIONS BASED ON THE MOST i?NSERVAT I VE FOF::'lULAE FRDt1 THE CLJF:RENT LACF:D, LACFCD, AND OeEr'lel 13 IGN i'IANlJALS. ' DOWNSTREAM PRESSURE PIPE FLOW CONTROL DATA: ~DE NUMBER = 1.00 FLmJLINE ELEVATION - .IPE DIAMETERIINCH) = 66.00 PIPE FLOWICFS) = 200.10 ASSUMED DOWNSTREAM CONTROL HGL - 19.440 12~22 ~=============='========================================================== ~DE 1.00 : HGL= -< 19.440>;EGL= -< 20.541>;FLOWLINE= -< 12,220>' 1< -< -< -< -< -< < "" "~: -< < -< -< -< -< -< < -< < -< -< < -< -< -< -< -<-< -< -< -< -< -< -< > > > > > > > > >)- > > > > > > > > > >)- >)- >)- > > > > >)- > > > > > > > I 1,... '.., <, ..,. < -< < -< -< -< -< ---: -< -<.,.. ,". < < -.: "" -< -< -< -< -< -< -< -< -< -< ..' ,:: .:: .:: > > > > > > > > > > >)- > > > > > > > > > > > > > > > > > >)- > > > >>> > 1=============================,============================================ Advanced Engineering Software [AES] SERIAL No. 106111 RELEASE DATE, 2/21/86 ',IER. 2.3C PRESSURE FLOW PROCESS FROM NODE 1.~) TO NODE 2.00 IS CODE = 1 IPSTREAI1 ~IODE 2. 00 E'-EV,~ TI ON = 12.34 ,~~~~~~ ~ ~~-;;~~~~;;~-;'~;~--;;~~~~;~-'~;~~~~7~~~;'~;~~--- __n___'__ --~----------~-- :'E FLOl-J = 11.:E '-~I'j~T~ : ...F-.(Q/k)"1t'-j;;'e - HF=L-*-SF _. ( lODE 2.00 200.10 CFS PIPE DIAMETER - 66.00 INCHES 31.32 FEET MANNINGS N = .01300 (I 200.101/1 3358.(871)**2 = .0035507 31 .. 32 ) * ( .. 00355(7) :::: .. 111 : HGL= < 19.551>;EGL= < 20.653>;FLDWLINE= < 12.340> \€JO I P243 1_===.===================================================================== 'ESSURE FLOW PROCESS FROt1 NODE 2.00 TO NODE 3" 00 I S CODE = 3 STREAM NODE 3.00 ELEVATION = 12.60 ------------------------------------------------------------------------- " tLCULATE PRESSURE FLOW PIPE-BEND LOSSES (oCE/'-lA) : PE FLOW'= 200.10 CFS PIPE DIAMETER = 66.00 INCHES CENTRAL ANGLE = 45;990 DEGREES IPELENGTH = 70.66 FEET MANNINGS N = .01300 'ESSLlRE FLOW AREA = 23.758 SQUARE FEET FLm,J VELoC ITY = 8.42 FEET PER SECOND I ILOC ITY HEAD = 1 . 10 1 BEND CoEFF I C lENT (I<B) = . 1787 "=f<B*(VELoCITY HEAD) = ( .179)*( 1.101) = .197 PE CONVEYANCE FACTOR = 3358.087 FRICTION SLOPE(SFY = FRICTION LOSSES = L*SF = ( 70.66)*( .0035507) = .251 tDE 3.00 : HGL= -< 19.999>;EGL= -< 21.100>;FLOWL.INE=-< .0035507 12.600> ~~~~~~~=~~~~=;;;~~~~:;;;~=~e~~:~:::;:;~=~~:~~~~=====:~;;=7~=~;;~=:==7==== ~--------------------------------------------------------------------------- ."LCUl..ATE PF:ESSURE FLOW FRICTION LOSSES(LACFCD): . PE FLOW =, '200. 10 CFS PI F'E DIAMETER = 66.00 HiCHES FIPE LENGTH = -==(Q/I<)**2 = II"=L *SF = ( . NODE 4.00 51.74 FEET MANNINGS N = .01300 (( 200.10)/( 3358.087))**2 = .0035507 .51. 74 HH .00355(7) = .184 : HGL= -< 20.183>;EGL= -< 21.284>;FLOWLINE= { 12.800> ,I ~==============o,================== =======,====== =======,==='"========= ======= i'RESSUFE FLOl.j PROCESS FRm1 NODE 4.00 TO NODE 5.00 I S CODE = 5 'STF:EAt'1 NODE :Oi. 00 ELEVA T I m~ = 12.80 . ------------------------------------------------------------------------- CALCUL.ATE FRESSURE FLOW JUNCTION L.OSSES: 1m. D I SCHi'lRGE D I ~M~~ER _ ARE~ \lELO~~ ITY 1 197.3 60.U0 ~3.7~8 8.3~4 2 200.1 66.00 23.758 8.422 I ~ 2:~ 18:~~ 1:~~~ 1:~~~ 5 .0===05 EQUALS BASIN INPUT=== ,,000 H'l 1.071 1.101 DELTA 90.000 .000 I'iCFCD AND OCE/'-lA . PRESSURE FLOW JUI'jCTI ON FORI'lULAE USED: {= ([;;2*V2-01*Vl *COS (DEL TAl) -Q3*V3*,COS (DEL TA3)- 04*V4*COS(DE(TA4))/((Al+A2)*16.1) I'STPEArl ,,'ANN I NGS t"j = . 0 1300 uOWNSTREAM MANNINGS N = .01300 I;PSTPEAM FPICTION SL.OPE = .003"'5 OWNSTREAM FRICTION SLOPE = .00355 VERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00350 JUNCTION LENGTHIFEETI = 1.50 FRICTION LOSS = .005 I"HF:ANCE LOSSES = . 000 ANHOLE LOSSES GREATER THAN THOMPSON M~1ENTUM LOSSES t.11ltlEtHUM L.OSSES - .031 MANHOL.E LOSSES = .055 , ~CTION L.OSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) UNCTIDt"j LOSSES =. ,061+ 1.(>71- 1.101+( .0051+( .0001 = ODE 5.00 : HGL=.-< 20.274>;EGL= -< 21.344>;FLOWLINE=-< .060 12.800> \reV 1========================================================================= I "RESSURE FLOW PROCESS FROM NODE 5 . 00 TO NODE 6 . 00 I S CODE = 1 P 244- ISTF:EAM NODE 6.00 ELEVATI ON = 13.10 ' '!~~~~~~~--;.~~~~~~~-;~;~-;;~~~~~~-~~~~~;~~~~;~~~;------------------------------- 197.30 CFS PIFE DIAMETER = 66.00 INCHES 78.67 FEET MANNINGS N = .01300 II 197.301/( 3358.087))*.2 = .0034520 78.67).( .00345201 = .272 : HGL= < 20.545>;EGL= < 21.616>;FLOWLINE=, PE FLDW = IPE LENGTH = = (Olin **2 = !F=L-l'SF = ( IDE 6.00 13.100> 1======================================================================== 'ESSLJRE FLOW PROCESS FROM NODE 6.00 TO NODE 7.00 IS CODE = 5 'STREAM NODE 7.00 ELEVATION = 13.62 " I'-~~~~,~~~~~~~;;~~~~~~;~~;~~~~~;~-~;;;~; ~--------- ----- ------ .-------- ------ ---- lO. C 1 "CtiHF",E D I Hilt:. Tt:.R r'\REA VELOC I TV DEL TA HV 1 164.7 60.00 19.635 8.388 .000 1.093 197.3 66.00 23.758 8.304 1.071 13.4 18.00 1.767 7.583 90.000 19.2 24.00 3.142 6.112 90.000 .0===Q5 EQUALS BASIN INPUT=== I~ 4 Ie; ~CFLD HND OCd1A FRE;::,,,,URE FLOW JUNCTION FORMULAE JV=(Q2*V2-Ql.Vl*COS(DELTAl)~Q3*V3.COS(DELTA31- I Q4*V4*COS (DEL TA4 11/ ( ;; A1.+A21*16. 1 1 USED: ~PSTREAM MANNINGS N = .01300 " 'WNSTF,EI',i1 MP,NN I NG,S !~ = ,01300, STREAM FRICTION SLOPE = .00400 ,",AJNSTREAI'l FRICTION SLOFE = .0<)34,5 I" EF:AGED FF: I CT ION Si__OPE IN JUNCTI ON ASSLWiED AS .00373 JNCTION LENGTH(FEET) = 4.66 FRICTION LOSS = .01.7 _ JTRANCE LOSSES = .000 JUNCTION LOSSES = DV+HVI-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) INCTION LOSSES::= .. 368+ 1.. 093- 1.. 07'1+ ( .(17) + ( ..0(0) = . Lj.07 DE 7.00 : HGL= < 20.930>;EGI...= < 22.023>;FLOWL.INE= < 13.620> IL=======================~================================================ ~ESSURE FL.OW PROCESS FROM NODE 7.00 TO NODE 8.00 IS CODE = 1 I~~:~~~~~:;;~;;~~~~;~;~-;~~ ~~~;~=~;:;,~;~~:~;~;~~-------- ------------ -----.-- PIPE FLOW = 164.70 CFS PIPE DIAMETER = 60.00 INCHES .PE L.ENGTH = 57.67 FEET t1AhihlINGS N = .01300 -=-=(O/f:::)**2 = (( 164.70)/( 2t,04.423) )**2;;:; .0039991 HF=L.*SF = ( 57.67>*( .0039991)::::: .231 8.00 : HGL= < 21.161>;EGL.= < 22.253>;FL.OWL.INE= < 13.';>00> rDE --------------------------------------------------------------------------- -----.--------------------------------------------------------------------- Il<ESSUFE FL,OW F'F:OCESS. FF\O~l NDDE 8.00 TO NODE ~STREAM NODE 9.03 ELEVATION ~ 15.29 9.00 IS CODE = 1 -----------------------------------------------------------------_._~-_._--- I _CUl,ATE PF,ESSURE F. LOi.-J FF:ICTION LOSSES(LACFCD): IPE FL.OW = 164.70 CFS PIPE DIAMETER = 60.00 INCHES PIPE LEN(3TH = 397.67 FEET ,'lAI\lNINSS N = .01300 E;"(Q/U**2 = (( 164.701/( , 2604.<,23) 1*",2 = .0039991 =L*SF = ( 397.671*( .00399911 = 1.590 ,DE 9.00: HGL.= < 22.751>;EGL.= 23.844>;FL.OWL.INE= < \<(;8 15..290> I --------------------------------------------------------------------------- ----------------------------------------------------------------------------- ,-'RESSlIRE FL.QL.j PROCESS FROM NODE 11 .00 TO NODE 'STREAt1 NODE 12.00 EL.EVATION = 17.02 - ------------------------------------------------------------------------- 12.00 IS CODE = ~:, CALCUL.ATE PRESSURE FL.ot~ JUNCT I ON L.OSSES: I NO. D I SCHAF,GE D I Ai"IETER AREA VELOC ITY 1 149.5 60.00 19.635 7.614 2 164.7 60.00 19.635 8.388 I' 3 15.2 30.00 4.909 3.097 4 ,- i! ~ .00 .000 .000 5 .'. .0===Q5 EQUAL.S BASIN INPUT=== DELTA ,,000 HV .900 1.093 47.871 ftOOO '--ACFCD AND OCEMA PRESSURE FLOloj JUNCT I ON FORMUL.AE USED: V=IQ2*V2-Q1*V1*COSlDELTA1)-Q3*V3*COSIDEL.TA3)- Q4*V4*COSlDEL.TA4))/((A1+A2)*16.11 IF'STPEAM !'1ANI:j I NGS N = .01300 DOWNSTREAM MANNINGS N = .01300 _PSTF:EAM FI~: I CT I ON SLOF'E = .00330 OWNSTPEAM FRICTION SLOPE = .00400 ,VERAGED FRICTION SL.OPE IN JUNCTION ASSUMED AS '.00365 3UNCTION LENGTHlFEET) = 4.66 FRICTION L.OSS = .017 INTPAt,jCE L.OSSES = .000 UNCTION L.OSSES = DY+HV1-HV2+1FRICTION L.OSS)+IENTPANCE L.OSSESi ,;JUI,CTION L.OSSES = .335+ .900- 1.093+1 .(17)+1 .0001 = .159 ,'ODE 12.00: HGL.= <: 25.095:>;EGL.= <, 25.995>;FL.OWL.INE= <: 17.00,'0> " ======================================================================== 'f;:ESSUF:E FL.ot,j PROCESS FPOM NODE 12.00 TO NODE 13.00 I S CODE = 1 ' ~PSTREAM NODE 13.00 EL.EVATION = 18.44 ' --------------------------------------------------------------------------- vc<\ IALCUL.ATE PRESSURE FLOW FRICTION LOSSESlLACFCD): 'IPE FL.Ol-J = '149.50 CFS PIPE DIAMETER = 60.00 INCHES I "IPE LENGTH = 1=(Q/K)'**2 = =L*SF = ( ,DE 1.3.00 406.34 FEET MANNINGS N = .01300 (( 149.50)/1 2604.423))**2 = .0032950 406.34) * 1 .(032950) = 1.339 : HGL= < 26.434>;EGL= < 27.334>;FLOWLINE= < P 24 /p 18.440> IL======================================================================== ='RESSURE FLOW F'ROCESS FROM NODE 13.00 TO NODE 14..00 IS CODE = 2 ISTF'EA~l NODE 14.00 . ELEVATIGt,j = 18.46 . ---------------------~-------------------------------------------------~ =ALCULATE PRESSURE FLOW MANHOLE LOSSESILACFCD): I,' PE FLOW = 149.50 CFS PIPE DIt"1~1ETER = 60.00 INCHES ~ESSURE FLOW AREA = 19.635 SQUARE FEET OW VELOCITY = 7.61 FEET PER SECOND VELOCITY HEAD = .900 IN = .05*(VELOCITY HEAD) = w05*( .9(0) = DE 1.4.00: HGL= < 26.479>;EGL= <: 27.379>;FLOWLH,jE= <: . (l1:t5 18.460> ~======================================================================== ~~ESSURE FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 1 I(~~~~~~~~~~~;;~~~~;~~~-~~~;~~~~~~~~;~;~~~~;~~~~-------------------------- PIPE FLOW = 149.50 CFS PIPE DIAMETER = 60.00 INCHES ,PE LENGTH = 321.34 FEET MANNINGS N = .01300 =(Q/K>**2 = (( 149.50)/( 2604.423))**2 = .0032950 HF=L*SF = ( 321.34)*1 .0(32950) ,= 1.059 rDE 15.00: HGL= <: 27.537>;EGL= <: 28.438>;FLOWLINE= 19.580> -------------------------------------------------------------------------- -------------------------------------------------------------------------- I'ESSURE FLOW F'ROCE'3S "'F:OM NODE 15.00 TO NODE . 'STREAt-1 NODE 16.00 ELEVAT I ON = 21 .10 16.00 IS CODE = 5 -------------------------------------------------------------------------- 'I"LCULATE PRESSURE FLOl.J ,TUNCT I ON LDSSES: 10. DISCHARGE DIAMETER AREA VELOCITY 1 118.1 42.00 9.621 12.275 12 149.5 60.00 19.635 7.614 3 15.5 30.00 4.9(19 3.158 4 15.9 30~OO 4.909 3.239 ~ 80===Q5 EQUALS BASIN INPUT=== I':FCD ?\ND OCEMA PRESSURE FLOl.J JUNCT ION FORMULAE DY=CQ2*V2-Q1*V1*COS(DELTA1)-Q3*V3*COSIDELTA31- Q4*V4*COSIDELTA41)/((A1+A21*16.11 .000 HV 2..340 ..900 DELTA 48.918 61 .085 USED: I UPSTREAM MANNINGS N = .01300 'IWNSTREAr-1 r-1<'\hIN I NOS N = .01300 'STREAM FRICTION SLOPE = .01378 WNSTREAM FRICTION SLOPE = .00330 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00854 II.JNCTION LENGTHCFEETI = 4.66 FRICTION LOSS = .040 .~TRANCE LOSSES = .000 ~~CTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) ., ,ICT ION LO:3SES = -.782+ 2.340- .900+ ( .040) + ( .000) = .697 ~DE 16.00, HGL= <: 26.795>;EGL= <: 29.135>;FLOWLINE= <: 21.100> t======================================================================== IESSURE FLOW PROCESS FROM NODE i6.00 TO NODE 16.10 IS CODE = 1 \'W I P247 IJPSTREAt-l NODE 16. 10 ELEVA TI ON = ' 21 .70 I' ---------------------------------------.-.- ---------- ----- ---------------- LCULATE PRESSURE FLOW FRICTION LOSSESILACFCDI: .. 'lPE FLOW = 118.10 CFS 'PIPE DIAMETER = 42.00 INCHES .PE LENGTH = 171.67 FEET MANNINGS N = .01300 1=IQ/'O**2 = II llB.l01/1 1006.09611**2 = .0137791 =L*SF = I, 171.67)*1 .0137791) = 2.365 NODE 16.10: HGL= < 29.160>;EGL= < 31.500~;FLOWLINE= < 21.700:> I ===================================================~=========~============ I' :ESSUF:E FLm~ PROCESS FRot1 NODE 16. 10 TO NODE 17.00 I S CODE = 1. ~~~:~~~_~~~~____~~.~~~_____~~~~~~~~~_:____,=~.:.~~______------1------- ---- --- -~- CALCULATE PRESSURE FLOW FRICTION LOSSESlLACFCD): / IIPE FLOW = 118.10 CFS PIPE DIAMETER = 42.00 INCI-IES IPE LENGTH = 97.67 FEET MANNINGS N = .01300 SF=(Q/KI**2 = I( I1B.l01/1 1006.096))**2 = .0137791 t=L'~SF = ( 97.67)*1 .01377911 = 1.346 ~DE 17.00: HGL= < 30.506> ; EGL= '<, 32. 8L,6> ; FLOWL I t~E= < 23.400:> Ik======================================================================== ~ESSURE FLOW PROCESS FROM NODE '17.00 TO NODE 18.00 IS CODE = 9 UPSTREAM NODE lB.OO ELEVATION = ,24.03 .------.--------------------------------'---.---.-------------------------------- ~LCULATE PRESSURE FLOW TRANSITION LOSSESILACFCD): PRESSURE PIPE FLOWlCFSI = 118.10 I"PSTREAt1 DIA~lETER(INCHI ~ 36.00 Dm~t-.\sTREAt1 DIAMETERIINCHI = '42.00 'ANSITION STRUCTURE LENGTHIFEETI = 4.66 ",,'STRb"'i'1 MANN Ii'-.\GS N = .0130 DQI,.JNSTREAM !'IANN I NGB N = .0130 TDTAL-ANGLE-OF-TRANSITION I DEGREES 1 = 6.14~ IpSTREP,~l '-!ELOC I TY l FPS 1 = 16.708 UPSTREAi'1 VELOC I TY HEAD = L, . 335 . OWNSTREAM VELOCITYIFPSI = 12.275 DOWNSTREAM VELOCITY HEAD = 2.340 HT = .2*IV1*Vl-V2*V21/64.4 IF:P,NS I ~ I ON LOSS COEFF; C lENT = .2000 RANSIIION LOSS = ._99 UPSTREAM FRICTION SLOPE = .03135 'f'DWNSTREr-\M FRICTIDN SLOPE = .01378 VERA~E_TRANSITIO~ STRUCTURE FRICTION SLOPE ASSUMED = .02257 ,F = L*::oF = .10"" TOTAL L.OSSES = (HT)+lHF) = I .399)+1 .105) lODE 18.00: HGL= < 29.015>;EGL= ~ 33.350:>;FLOWLINE= , 24~030> 1I~~~~~;~=;~;~=;;;~~~~=;;;~=~;~~====7~:~~=;;=~;~~====7~:7;=~;=~;~~=:==7==== UPSTREAM NODE 18.10 ELEVATION = 28.50 I-;~~~~:~~-;;~~~~;~-;~~~-;~;~~;~~-~~~~~~~~:~;~~~~-------------------------- IPE FLOW = 1J.8.iO CFS PIPE DI,O,r1ETER =,,36.00 INCHES PIPE LEN!3TH .- IF=ll,CJ/f'::I"'''2 = F=L;;SF = ( NODE 18.10 143.00 FEETMANNINGS N = .01300 II I1B.l0)/l 666.9831)**2 = .0313524 143.001*( .0313524) = 4.483 : HGL= < 33.499>;EGL=. 37.833>;FLOWLINE= 28~500> Il===================================~===================================== jRESSURE FLOW PROCESS FROM NODE 18. 10 TO NODE 19.00 I S CODE = :l PSTREAM NODE 19.00 ELEVATION = 39.90 ---------------------------------------------------------------~---------- \% I ~ALCULATE 'PF:ESSURE FLOW FR I CT I ON LOSSES (L~\CFCD) : 'PZ48 IPE FLOW = 118.10 CFS PIPE DIAMETER = 36.00 INCHES ,PE LENGTH = 284.34 FEET MANNINGS N = .01300 ,~=IQ/KI**2 = I( 118.101/1 666.9831)**2 = .0313524 =L*SF = I 284.341*1 .03135241 = 8.915 ~~~----~~~~~-~-~~=:_~---~=~~~=~~~~=:_~---~~~~~~~~~:~~:~~::_~--_::~:==~--- :'RESSURE FLOW ASSU~lF'T I ON lISED TO ADJUST HGL AND EGL IJIST PRES'3UF:E HEAD USHJG SOFFIT CONTROL =.49 ~DE 19.00: HGL= < 42.900>;EGL= < 47.235>;FLOWLINE= < 39.900> Il~~~~;~=;~~~=~;~~~;~=;;~~=~~;~====~~~~~=~~=~;;~====~;~~~=~~=~~;~=:==~==== JPSTREAM NODE 20.00 ELEVATION = 40.00 I~~~~~~~-;.~~~~~~~-;~~~--;~~~~~~~-~~~~~; ~-----------------'----------------- NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 11 87.8 36.00 7.069 12.421 .000 2.396 ,2 118.1 36.?? 7.069 16.708 4.335 3 9.1 18&00 1.767 5.150 47.534 4 21.2 24.00 3.142 6.748 47.994 15 .0===Q5 EQUALS BASIN INPUT=== ._ACFCD AND OCEMA PRESSlIRE FLOW JUNCT I ON FORMULAE USED: I" '= ( Q2*V2-0 1 *'v 1 *COS I DEL TAlI --03'N3*COS I DEL T A3 )- Q4*V4*COSIDELTA4))/(IA1+A21*16.11 (' 'STFEAjvj MANN I NI3S N = .01300 -WNSTR~A~ MANNING~ ~_= .01~00 , STREA~ ~RICTION ~Lu~E = .u1733 DOWNSTREAM FRICTION SLOPE = .03135 liEF'?'.GED FRICTION SLOF'E I~j JUNCTION ASSUMED AS .02434 ~CTION LENGTHIFEETI = 4.66 FRICTION LOSS = .113 ENTRANCE LOSSES - .000 .INCT I ON LOSSES = DY+I-N 1-HV2+ < FR I CT I ON LOSS 1+( EtHF:f'1NCE LOSSES') ~NCTION LOSSES = 3.318+ 2.396- 4.335+( .1131+( .0001 = 1.493 NODE 20.00: HGL= < 46.332>;EGL= < 48.727>;FLOWLINE= < 40.000> Il========================================~=============================== PRESSURE FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 1 .'STF:EAt1 NODE 21.00 ELEWHION = 40.03 . ~------------------------------------------~-----------------~----------- CALCW_ATE PRESSURE FLOW FRICTION LOSSESILACFCDI, I PE FLO.J = 87.80 CFS PIPE D I AMETEF: = c~6. 00 INCHES TPE LENGTH = 6.73 FEET MANNINGS N = .01300 ~F=(Q/K)**2 = (( 87.801/( 666.9831)**2 = .0173284 II[=L*SF = ( 6.73)*< .01732841 = .117 I'JDE 21.00: HGL= < 4,,,.1+48'>;EGL= < L,8.8It4>;FLm.LINE= < 40.030> Ik~;;~;~=;~~~=;.;;;~~;=;;;~=~;~~====;~~~~=~;=~~;~====~~~~~=7;=~;;~=:==;==== UPSTREAM NODE 22.00 ELEVATION = 40.30 ... ----,----- ---------- - -- --------,------- ------ ----,----- -------------------- .:LClILATE F'RESSlIF:E FLOW PIF'E-BEI\ID LOSSES <OCEMA I : ' ~IPE FLOW = 87.80 CFS PIPE DIAMETER = 36.00 INCHES , rENTRAL ANGLE = 87.474 DEGREES aI PE LENGTH = 68.70 FEET ~lANN I NGS N = .01300 \0{1/ ~ESSlIRE FLOW AREA - 7.069 SQUARE FEET I FLOI,.} VELOCITY = tELOC ITY HEAD = B=KB'" (VELOC I TY ,IPE CONVEYANCE I' :ICTION LO~~ES ODE 22.UU: 12.42 FEET PER SECOND 2.396 BEND COEFFICIENT(KB) = .2465 HEAD) = ( .246).( 2.396) = .590 FACTOR = 666.983 FRICTION SLOPE(SF) = = L*SF = ( 68.70)*( .0173284) = 1" 190 HGL= < 48.229>;EGL= < 50,625>;FLOWLINE= < 'P 2..4~ .0173284 LtO . 300> . 1====================================================================~==== RESSURE FLOW PROCESS FF:ot1 NODE 22.00 TO NODE 22. 10 I S CODE = 1 UPSTF:EAt1 NODE 22. 10 ELEVA T I or,l = 52.20 / ,~~~~~~~~-;.~~~~~~~-;~~~-;;~;~~;~-~~~~~~~~~;;;~~~-------------------------- IF'E FLOW = 87.80 CFS PIPE DIAMETER = 36.00 INCHES ' PIPE LENGTH = 90.24 FEET ~lANNINGS N = .01300 / IF=(Q/K)".*2 = (( 87.80)/( 666.983))**2 = .017328L, F=L*SF = ( 90.24)*( .0173284) = 1.564 NODE, 22.10: HGL= < 49.793>;EGL= < 52.189>;FLOWLINE=, 52.200> I;~;;~;;-;~;~-~;;~~;~~;~-~~~~-~;-~~;~;~-~~~-~~~-~~~----------------------- LOST PRESSURE HEAD USING SOFFIT CONTROL = 5.41 'ODE, 22.10: HGL= < 55. ~)O> ; EGL= <" 57.596> ; FLOL-JL I NE= < 52.1.00> o --------------------------------------------------------------------------- ---------------------------------------------------------------------------- IRES SURE FLOW PROCESS FROM NODE 22.10 TO NODE PSTREAt1 NODE 23.00 ELEVATION = 54,.46 23.00 IS CODE = 1 --------------------------------------------------------------------------- IALCULATE PF:ESSUF:E FLOW FF:ICTION LOS,3ES (L{iCFCD) : 'PE FLOW = 87,80 CFS PIPE DIAMETER = 36.00 INCHES ; i PE LENGTH = 148.60 FEET 11ANN I t\IGS N = .01300 IC;F=(QifO*'..2 =, {( 87.80)/( 666.983) )**2 = .017328'+ F=L*SF = ( 148.60)*( .(173284) = 2.575 ODE 23.00: HGL= < 57.775>;EGL= < 60.171>;FLOWLINE=. 54.460> 11========================================================================= PRESSURE FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 2 ,~:~~~~~~~;.~~~~~~~~~~~~-~~~~;:~:~~~~~~~~~~~;;~~---------------------------- PIPE FLOW = 87.80 CFS PIPE DIAMETER = 36.00 INCHES IpESSlmE FLm~ AREA = 7.069 SQUARE FEET LOW VELOCITY = 12.42 FEET PER SECOND VELOCITY HEAD = 2.396 11'1N =' ..05".(\jELOCITY HEAD) = .05*( 2.396) = .120 lODE 24.00: HGL= < 57.895>;EGL= < 60.291>;FLOWLINE= <: 5"'..600> I' ===================================================~===================== 'RESSURE FLOW PROCESS FROM NODE 24.00 TO NODE 24.io IS CODE = 1 UPSTREAM NODE 24.10 ELEVATION = 57.37 I:~~.~=~ ~~-;.~~~~~;~-;=;~-; ;~;~~;~-~~~~~~~=~~;~;~~----------------------------- PIPE FLOW = 87.80 CFS PIPE DIAMETER = 36.00 INCHES , F'E LENGTH ,~ 146.7'+ FEET MANN I NGS N = .01300 'F=(Q/KI**2 = (( 87.80)/( 666.983))**2 = .0173284 F=L*SF =, ( 146.74)*( .(173284) = 2.543 24.10 : HGL= < 60.438>;EGL= < 62.833>;FLm.LINE= < 57~370> 'yf4,'P fODE ! I P250 , ,========================================================================= " 'ESSURE FLOW PROCESS FF~ot1 NODE 24.10 TO NODE STREAI'1 NODE, 25.00 ELEVAT I ON = 62.31 ------------------------------------------------------------------------- ,LCULATE PRESSURE FLOW FRICTION LOSSESlLACFCD): IPE FLmJ = 87.80 CFS PIPE DIAt1ETER = 36.00 INCHES PE LENGTH = 255.60 FEET MANNINGS N = .01300 3F=lQ/K)**2 = (l 87.80)/l 666.983))**2 = .0173284 I=L*SF = l 255.60i*( .(173284) = 4.429 DE. 25.00: HElL= -< 64.867>;EGL= <: 67.262>;FLO~JLINE=-< 25.00 IS CODE ,= 1 62.310> ~--------~.~-- -~-----------~._--------_. ---------------------------------- ------ I.' "ESSlIRE FLOW ASSUt'lPTION USED TO ADJUST HGL. AND EGL, ST PRESSURE HEAD lISING SOFFIT CONTROL = .44 'DE 25.00: HGL= -< 65.310>;EGL= -< 67.706>;FLOWLINE= <: 62.310> Il======,,================================================================= 'RESSURE FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 5 I~~~~~~~~;;~~~~;~~;~~~-;~~~~~;~~~~~~~~~--~:~'~~----- ------,--,-,---- ---------- '0. DISCHAF:~E DIAI'lETER ARE7 '~EL~CITY DEI_TA HV_ 1 73.~ 30.00 4.909 14.,73 .000 3.4dl . 2' 87"8 ' 36.00 7.069 12.421 2.396 3 14.3 36.00 7.069 2.023 90.000 14 .0 .00 .000 ~OOO .000 5 .0===Q5 EQUALS BASIN INPUT=== fCFCD AND OCEMf\ PF:ESSURE FLOI"j JUNCTION FlJF':I'lULI',E ~(Q2*V2-Ql*Vl*COSlDELTAl)-Q3*V3*COS(DELTA31- Q4*V4*COSlDELTA4')/((Al+A2'*16.1' USED: ISTREAI'I I"IANN I NGS N = .01300 WNSTREAM MANNINGS N = .013Y) JPSTREAM FRICTION SLOPE = .03211 IW~JSTF:EPd1 FRICTION SI_OPE.= .01733 ERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .02472 JUNCTION LENGTH(FEETI = 3.17 FRICTION LOSS = .078 I' TRANCE LOSSES = .000 NCTION LOSSES = DY+HV1--HV2+ (FFnCTION LOSS H. l ENTF:{,NCE LOSE;ES) . NCTION LO~SES = -~052+ 3.481- 2.396+( .078)+( .000) = 1"112 ~ODE 26.00 HGL= -< 65.337>;EGL= -< 68.818>;FLOWLINE= <: 62.830> I -----------------------------------------.---------------------------------- --------------------------------------------------------------------------- "ESSURE FLO~J PROCESS FROM I,IODE 26.00 TO t-lODE 'STREAM NODE 27.00. ELEVATION = 63.45 -------------------------------------------------------------------------- 27.00 IS CODE = 3 ,: .LCUI_ATE PF:ESSURE FLO~J PIPE-BEND L.OSSES(OCH1i~), PE FLOW = 73.50 CFS PIPE DIAMETER = 30.00 INCHES NTRAL ANGLE = 90.000 DEGREES ~IPE L.ENGTH = 70.69 FEET MANNINGS N = .01300 I:ESSUF:E FLO~I AREA = 4" 909 SDUf,RE FEET _OW VELOCITY = 14.97 FEET PER SECOND J~LOCITY HEAD -- 3.481 BEND COEFFICIENTIKB) = .2500 I=KB"'(VELOCITV HEAD) = l .250)*( 3.481) = .870 PE CONVEYANCE FACTOR - 410.171 FRICTION SLOPElSF) = - 'ICTION LOSSES = L*SF = 70.69)*( .0321104.) = 2.270 NODE 27.00 HGL= -< 68.477>:EGL= ( 71.958>:FLOWLINE= ( I .' . 0321104 63.450> \~ ~=====================================================================r:~~1 IRESSURE FLOW PROCESS FROM NODE 27.00 TO NODE PST REAM NODE 28.00 ELEVATION = 67.55 -- .------------.------------------------------------------------------- ------ 28.00 IS CODE = 1 _CULATE PRESSURE FLOW FRICTION LOSSESILACFCDI, 1'1 PE FLOW = 73.50 CFS PIPE D I At1ETER = 30.00 INCHES 'I PE L.ENGTH = 98.72 FEET MANN I NGB N = .013('0 SF=(Q/KI**2 = (I 73.501/1 410.17111**2 = .0321104 IF=L*SF = ( 98.721*( .03211041 = 3.170 iODE 28.00: HGL= < 71.647>;EGL= < 75.128>;FLOWLINE= < 67~550> / Il~;;~:;~=;~~~=;;~~;~~=;;;~=~;~~====~~~~~=~;=~;~~====~;~~~~~;=~~;;=:==;,==== UPSTREAM NODE 29.00 EL.EVATION = 67.71 / 1.------ --------- ----- --- -----,--------------------- - ------,--------------- ---- ALCULATE PRESSURE FL.OW JUNCTION LOSSES: ' NO. DISCHARGE D I A~1ETERAREA VELOCITY DELTA HV 11 37.8 30.00 4.909 7.701 .000 .921 2 73.5 30.00 4.909 14.973 3.481 3 35.7 36.00 7.069 5.051 bO..:A-e.-,...... :;.,2.452.30 4 .0 .00 .000 .000 .000 I 5 .0===Q5 EQUALS BAS I N I NPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED, IY'= ( Q2*V2-Q 1 *V 1 *COS ( DELl' A 1 I -Q3*V3*COS I DEL TA3 1 - Q4*V4*COSIDELTA411/((Al+A21*16.11 .iF'STREAM MAN I'" I NGS N = .01300 I ~NSTREAM MANNINGS N = .01300 ~, STREAM FRICTION SLOPE = .00849 DOWNSTREAM FRICTION SLOPE = .03211 IVERAGED FR I CT I ON SLOPE I N JU~!CT I ON P,SSUMED AS .02030 UNCTION LENGTH(FEETI = 4.66 FRICTION LOSS = .095 ENTRANCE LOSSES = .000 IUNCTION LOSSES = DY+HVI-HV2+IFRICTION L.OSSI+(ENTRANCE L.OSSESI UNCTION LOSSES = 4.562+ .921- 3.481+( .0951+1 .0001 = 2.096 NODE 29.00: HGL= < 76.303>;EGL= < 77.224>;FL.OWLINE= < 67.710> Il=~===~~~=~======,==~=========~====~==============~=====~====~====~==~==~== PRESSURE FLOW PROCESS FROM NODE 29.00 TO NODE 30.00 IS CODE =: 1 I'PSTFEA'.l t',jODE 30.00 ELEVATION = 71.10 ' __________w_____________________".____________________-------.-- ----- --- -~._:-.-_.-:- CALCULATE PF:ESSURE FLOW FFICTION LOSSESILACFCDI: .. I PE FL.Ot. = 37.80 CFS PIPE D I At1ETEF = 30.00 INCHES ~IPE LENGTH = 122.67 FEET MANNINGS N = .01300 , ~F-(Q/KI**2 - II 37.80)/1 410.171)1**2 = .0084929 .F=L,'*SF = ( 122.671*( .00849291 = 1.042 ~ODE 30.00: HGL- < 77.345>;EGL.= < 78.266>;FLOWLINE= < 71.100> I=~-~-=-=====~==-=======-=-==-=====-====-===-==--========~================ :'~:ESSURE FLOW FFOCESS FROM NODE 30.00 TO NODE 30. 10 I S CODE = 1 I;P'3TF:EAt1 ~.jODE 30.1e EL.EWHION = 72.97 , ------------------------------------------------------~----------------- m,CUU4TE PRESSUF:E FLOW FRICTION LOSSES (LACFCDI : . . . 'I F'E FLOW = 37.80 CFS PIPE D I At1ETER = 30.00 INCHES PIPE LENGTH = 140.67 FEET MANNINGS N = .01300 Ir=(Q/Kl**2 = II 37.BOl/l 410.17111**2 = .0084929 iF=L*SF = ( 140.67>*( .00849291 = 1.195 ./ \O(l> I P2S2 NODE 30.10: HGL= < 78.540>;EGL= < 79.461>;FLOWLINE= < 72.970> 11========================================================================= ~SSURE FLOW PROCESS FROM NODE 30.10 TO NODE 30.20 IS CODE = 2 IF'STREAM NODE 30.20 ELEVA T I ON = 73.02 --------~----------------------------------------------~----------------- CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCDI: I-IPE FLOW = 37.80 CFS PIPE DIAMETER = 30.00 INCHES RESSURE FLOW AREA = 4.909 SQUARE FEET rLOW VELOCITY = 7.70 FEET PER SECOND VELOCITY HEAD = .921 tiN = .05*<VELOCITY HEAD) :;:: .05*< .921):;:: .046 DE 30.20: HGL= < 78.586>;EGL= < 79.507>;FLOWLINE= < 73.020> 1========================================================================= PRESSURE FLOW PROCESS FROl'-l NODE 30.20 TO t,ODE 31 .00 I S CODE = 1 II~:~~:~~-~~::_---~~~~~-----===~~~~~~_:_---~~~~~-------__________________ ---- 'ALCULATE PRESSURE FLOW FRICTION LOSSESILACFCDI: ' PIPE FLOW = 37.80 CFS F'IPE DIAMETER = 30.00 INCHES .IPE LENGTH = 222.70 FEET 1'-1At,NINGS N = .01300 ~=IQ/K)**2 = (I 37.80)/1 410.1711)**2 = .0084929 HF=L*SF = I 222.701*( .0(84929) = 1.891 lODE 31.00: HGL= < 80.477>;EGL= < 81.398>;FLOWLINE=' 75.400> 1=~~~~~~~=~~~~=;~~;~;;=~;'~~=~~;~====;7~~~=~~=~;;~====;;:~~=;;=;~;~=:==;==== _ STREAM NODE 32.00 ELEVATION = 76.62 -------------------------------------------------------------------------- IALCULATE PRESSURE FLOW PIPE --BEND LOSSES I OCEl'-lA I : IPE FLOW = ,37.80 CFS PIPE DIAtlETER = 30.00 INCHES CENTRAL ANGLE = 41.682 DEGREES ii:PE LEt.jGTH = 32.74 FEET tlANN I tJGS N = .01300 ~ESSURE FLOW AREA = 4.909 SQUARE FEET rLOW VELOCITY = 7.70 FEET PER SECOND VELOCITY HEAD = .921 BEND COEFFICIENTIKB) = .1701 IB=KB* ( VELOC I TY HEAD 1 = . 1701 * ( .921) = . 157 IPE CONVEYANCE FACTOF: = 410.171 FRICTION SLOPEISFI = FRICTION LOSSES = L*SF = ( 32.741*( .00849291 = .278 lODE 32.00: HGL= < 80.912);EGL= < 81.833>;FLm.JLINE= <: .0084929 76.620> 1_====================================================,===================== RESSURE FLOW PROCESS FROM NODE 32.00 TO NODE 33.00 IS CODE = 1 PSTREAM NODE 33.00 ELEVATION = 77.70 . , .-------------------------------------------------------------------------- IALCUl-ATE PRESSURE FLOW FR I CT I ON LOSSES I UiCFCD) , IPE FLOW = 37.50 CFS PIPE DIAMETER m 30.00 INCHES PIPE LENGTH = 28.75 FEET MANNINGS N = .01300 IF::::(l]/K)**2:::: (( 37.50)/( 410.171))**2 ~ ..0083~_;86 F=L*SF = ( 28.75)*( .0083586) = .240 NODE 33.00: HGL= < 81.167>;EGL= < 82.073>;FLOWLINE= < 77.700> t;=~;=;.;.~~~C~~=;:;~=~~;~~~~7;~=;7;~=;~;~~~==m===================;======== \ CJfo I I I 1/ I I -.- ... <<- 155 :: ~ Go::. ., ~~~i t~.1 . I I I I I I I I I I I J 4V /55" <:.L.::I) M ] I . ~ .S? ~ I ~ , "" ~ ~ , ,<:l:) ~j ~ .. ,.. >-. .'-' -.J' ,; .~ <: ~ 6\ -, ~ ",' "Lt1:-..- ...' ~ ~ " "'-, , , l() .'-!\ t--- \<)1 ~ '" N , , ~! C\j I '\ti -- \t \<\V ::::: I I I I I ... .00 I I: ...~f . 11 , , . I I J I I I I I I I I I ~ R "'" ()5' 2 t::)/&. 4'D /5S- HY'P;?"'IVUC.S RWS '-"-If4,","~ P2S4- . ., , ...., ...... ..__. ...'.~ ..~. .......L~;..~oL1IHt-H.~ m_= .. .......-~. = -~~~_>--'~'~~:.- -{'i~I~i;,~~:,&-~ ~,I.-~~l-~:~ ; ,- -.,-- --.---'-- " o ~H ('NI) <:1.3>" :3ci\~ ''VIcI. (,i I ~I'~ ,..~ .,' ,,-- . ~,N ,3">OYl 'E,;k """"""",,l'it- ~!:m~=-. .:= f: 'I"W ''0':> ('.L;:j) on -:[: I' \0; ~ ,l' . \SI "ltz1tL-19H =,'~v <1'" ~; ~,~ -' ;..'0.... -:,-, Q>.,ou"i 4!1 t<)~: ~ (\'\ ..",.,' ,I - ,.;-:';) ,N~ ;~;;'n10;-~~1';t4,1~~' ~;/ir-"'~'. ~ ,,--- -- '~' -- -,..--, ::~~-~,- ,UJ . : ~ . (). . - ' '" --\~ /"\., ,.'" ,...,--....'----JI..' ~~jt:;1 ~ _ . }:.:.'" i"1"d1-oJ $,1,9tl, ...o~ti'",:,'-'l- ,,' - -- ._-- (1. -~:--C:;';I"'J. ,,'.": -.;j':L =' ;;;'.i1 ~' "'; ~ N : -,- I--~ ---:---'-::rn<g'-;--g..;:p @ .L~~~l-'-~' ,- t:::' ~ ,'.n --..- ..------- (t " .' . .,-, n .'. a '" ~ "" "''t--L ("'~ll1$l"..Oc.) :7,.L'^313'- U I ~--- ~ '" "! a ,\I ,__ ,_ . ' I-' ,,~~ F 1"~",~~~:"'_':;jI- -'?.L__:."~ ~> I~~'~ ,.'j I ~ ~ ... \J W _6~:"~.!f2-z.:I"+~~~:~',=?:-~^. 0, ~"'lI" \<\~ .w ,:;2 ,'.J..;:l). ."tICL . ~ l--~.-, I ., ~ .- 2. ~":-J' . '2'..' "^fi ,. (~) !.'I'--':rl ., ~ ni II~I---- ,0, .- _,~ ___n.._' ..,... ('dI\..L.),s'tJ-- ~y ,\j .,.'11 <::I 2 )C (:l;:J)-;:J';l'__~1 .'\0 .. ~ 1___ ~ = (Sd.::l)'13^ ,. j 4: I-: ('~'$) "I" <i 1 "^ \l.l \,)...! 2 :L&tS,;l?) '0 '31 (..L;l) '"1 -I I ..- ".-- --. .-. "'f'lc:n :321$0 "~\<!'J.J. (!'II) a A.I - ;.L..S ::JO :ao.lS> ~ I \/\ I . --I' I H~I':--_\ ~-------- 1'-1'-' t'- ..\l ~! ~ ~ii: , <SI ~:~ ! I~: I- \ I '11<; 1 t- <:>: ~ r-;.' "'" ,....! ~ '^i I3 ",. '" ~i ~I 1<\' "). ,'-' \u -:1 ~! ~I I i I i ! , I : "<l- ,4) <{l' \(\1 ~. -, i , , 1 , ! , i , I : i , i , i ..j I i ! i I I ---:1 \J '~ ' ~ --- '\j -- ---'-'--'~ 9' =' ~ ~ 'If.LSO :.L~ ~---~,I---. ~ . ~ Cli ~ ~ ~ '" .,.... -" ~ ~I' t<\, ~ ~: , (;.J.~) M 3 I ~'g? ~I .... ...! 'it' f'-' - ! 6)1 ~I , ~ Q.I \Off/ I, , , , " - J J J - -'-. J , , J J I , I J /.P7" TO 0.20 DESIGN OF SPUN CONCRETE o .4 CO NECTOR PIPES FLOWING FULL . " '" " " 1.5 , '" . . ----------"'~,,~ -, --" . "~ "- " ". .1.. 0.5 ,. \. " o:~ 0.'7. '- 0.8 0.9 1:0 2:0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0 Catch 8asin ", ", '" Q = A..I29H~ / ~i,2 + 0021 L" , " pJ2 ", EXAMPLE , 1\;1.0, Q=20,l,=125, USE 0=27" \, .14-8 / Q '3 4 5 '-...,,6 1" a "'" ,-9'~ 10 " 15 '''',~. ,20 is. '. 30 "- 35 " " " " ~O 50 60 70 80 90 100 [Free water surface ~Hyd. grade line Storm Drain -37- 0 b I L t:N..TH If-EfTj 100 125 150 Fist! ' 7.5 50 75 ----,._. - . \" Pag G-3& - """'-" - - --, -- ,....-; r- o' v'/ . , )JP/ , /' /'" , /' /'" /'" I ,,/"" V I Ii /"" Y o , ./ . t:/ ---- V . / /"'" ~ " " 4-12 4-7 Y . /,~', . ...,; I-- V I !' 7-~ -- - / / 4-4- , 'vr-3 '. 4-' 'f~1I .. -/"i -- ~ / V I~ .,..- I-- .... /)./1 -- l-- ./ I ;,...--- 7 .{-t.:.. I Y ,- --'--1.irf. tv /' V l-- -- ., '!>..9---' .', ./" I. - V - ., -- -- \., 7' p- 4-~ ' ,.,- / -- ,,/"" ~ --- 4-10 ,.,- ..... ../' \OA ", 25 50 100 125 150 175" T^QI i=" I 75