Loading...
HomeMy WebLinkAboutStorm Drain H&H Cherry Ave. Volume 1 Line L (Laterals B,C & D)_Page_001STO "M-PRAIN ULICS �JHY RA FOR THE E rmoWY,;AVfNU, INPUSTRIATi# VOIIAUE 1 (INCLIMINO LAftAA'h8 PREPARED B)(; �-JR-ALL&POIWMAN."INC 3 110 REDHILL AVENUE COSTA MESA, CA 92626 '.3428 "(7:14) 641-8777 LINE L Q25 - -------------------- HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1985 Advanced Engineering Software CAESJ Especially prepared for: HALL R FOREMAN, INC. Advanced Engineering Software LAES7 SERIAL NoA0479A REV. 5.0 RELEASE DATE:12/30/82 **********DESCRIPTION OF RESULTS***********#**** * INDUSTRIAL AREA HYDRAULICS LINE L PL, SE.B • FooTWLL Zox 14-yZ>AQUL1CS * Q 5YR. LINE L STA. 63. 65 TO 588 69•6S To X88 * AHMED SHEIKH, J. N. 3551, 3/30/87 `S7t7RM' octTpuT * *iFiF*IF**iF�t-�F*3E***3E-1F3F1h*��9E3EdFlE�F****iF*-It*9FlE**9E****�F**�F*dF***iEdE3F***dE***dF*9E*�E9F�E***�* GRADUALLY VARIED FLOW PROFILE INPUT INFORMATION: ---------------------------------------------------------------------------- CHANNEL ;SLOPE(FEET/FEET) _ .009500 CHANNEL LENGTH(FEET) = 518.35 CONSTANT CHANNEL FLOW(CFS) = 1134.19 CONSTANT CHANNEL FRICTION FACTOR(MANNING) _ .013000 ASSUMED CHANNEL CONTROL DEPTH(FEET) = 0.00 MAXIMUM NUMBER OF INTERVALS IN PROFILE = 30 CONSTANT PIPE DIAMETER(INCHES) = 108.000 NORMAL DEPTH(FEET) = 6.88 CRITICAL DEPTH(FEET) = 8.08 UPSTREAM CONTROL ASSUMED DEPTH(FT) = 8.08 GRADUALLY VARIED ---------------------------------------------------------------------------- FLOW PROFILE COMPUTED INFORMATION: DISTANCE FROM FLOWDEPTH VELOCITY SPECIFIC PRESSURE+ CONTROL(FT) (FT) (FT/SEC) ENERGY(FT) MOMENTUM(POUNDS) 0.000 8.078 18.838 13.592 55724.50 "272 8.038 18.907 13.593 55720.07 1. 103 7.998 18.978 13.595 55719.38 2. 518 7.959 19.051 13.598 55722.49 4.544 7.919 19.125 13.602 55729.93 7.215 7.879 19.201 13.607 55756. 59 10.570 7.839 19.279 13-614 55787.04 14.654 7.799 19.359 13.622 55821.36 19.519 7.759 19.440 13.631 55859. 57 25.225 7.720 19.523 13.642 55901.74 31.842 7.680 19.609 13.654 55947. 93 39.4521 7.640 19.696 13.667 55998. 16 4A 1=1 IP 7 r -0j -A i q 7AA 1+ C:. r4:=' vs .y� 58. 054 • yii 7. 560 ;�. ! y 19. 875 ;Vw yLv 13.698 vVi vim• yy 561 11.08 69.295 7.520 19.968 13.715 56173. 87 82.036 7.480 20.062 13. 734 56240. 96 96.472 7.441 20.158 13.754 56312. 42 1 1 a. 845 -7.401 20.257 13.776 56388. 32 131.453 7.361 20.357 13.800 56468-73 152.675 7. 321 20.459 13.825 56553. 70 176.995 7.281 20.563 13.851 56643.32 205.054 7.241 20.669 13.879 56737. 66 237.716 7.202 20.777 13.909 56836.80 276.194 7.162 20.888 13.941 56940.80 322.258 7.122 21.000 13.974 57049.76 378.642 7.08` 21.114 14.009 57168.05 449.906 7.042 21.231 14.046 57293.25 518.350 7.013 21.317 14.074 57387.01 Imp agy / PRESSURE PIPE -FLOW HYDRAULICS COMPUTER PROGRAM �PACKAGE- (Reference- Ak LE(Reference- LACED, LACRD, ti 011u"EMA HYDRAULICS CRITERION) �-��•��••�•��r�#��••�•>E#•��•��•��a�#�•*��•�->��•��•iE��•�•aE•�����•�•*�#*���a�•>Ear•�-�•�•aE•>E��•�a��a��•aE•�•�••iE��•�•�•��•>E (C) Copyright 1982 Advanced Engineering Software CAE.S7 Esoecialiy AreDared for: HALL & FOREMAN, INC. (:((C({{(({(f(((<.((((((C((((f(({((f((()))))))))>>))))))))))))>))>i)))))>)))) **********DESCRIPTION Ji= L.lim+r L I;ZUSTRIAL AREA HYDRAULICS � s.5 25 YR. STA 588.00 TO 5045.16 VENi_;T. V. J. N 3551, 3/13/87 +�• •#•�!• yE•iFjE• ia•# dE # #-#• 9i••if••ic• �-,i•�• •k9F :k•if••1F �3F #->F iF �• �9Eir� iF �iF•9## � yi•yF it• # � •;r •�•�••ir #•# # 3F # # # # �r->F iF iir #�F 4t• iE �f•�3F *�-iE •)F�iF �->E• � jE •3E•iE•�• lNQ E: STEADY FLOW HYDRAULIC HEAD -LOSS CO ?PUP -Al -IONS BASED ON THE MOST 1 ti V R T I IE L i Fij' i f F — M T L' C i i i R ' AC q� 7 ` 1 iz _. (.ai L7Er�JH'1 d YL. I -!C { LI L. ri 1"- L.!'/ i I�.... '� i'�� iwi� I ._.. �'i 2 , L.1"'!_a is li, Y' ND C CE DESI+.7N MANUALS. DOWNSTREAM PRESSURE. PIPE FLOW CONTROL DATA: NOIDE ;NUMBER = 588.00 F;_LO_WL'Ii4E EL>rVA T ILJN - 1Ei.2. 51 r'IM'c DIAMETER(INCH) - 1x:+8.00 'fi*'E FE_+=rW(i�;=�i) - 1. x•4.1'=9 +a,SyUIMIED DOWNSTREAM +C iNTROL "31 _ 1220-590 _. 12 12 51 �- 8 • o$s it+C. DEPrN ;�%;FFIT CONTROL ASSUMED AT BEGINNING 7 I PIPE SYSTEM Advanced Enuineering Software CAES3 SERIAL +Buri. A0483A REV. 2.2 RELEASE DATE:1E/17/52 ,'aRr; S' j r— FLOW PROCESS = iLi* \E 5. . 0k r �.*,E 1504.00 IS L.irE 5 i_!P5= i ;E -AM NODE 604. CIO ELEVA T IG -N - 1213. 1.y ---------------------------------------------------------------------------------- CALCULATE (PRESSURE )=LOW aUNCTION LOSSES: JO. i?i'aCFiAlRG Li .1AME'TcR AREA VFLOCT y 1?ELTf; t-t'J :G QBE. E i k+E. "•056. 745 17.034 6.791 4. 5v+5 _ ? 13. c' s4�l�,. +7+ !-J. E•17 17. S;28 -- 4. r) --*6 _ 167. F, 54. C. 15. 904 1V_7. 517 000 — .« 1"D. 0 0. ]',";A O. ((1'.%1171 0.. C2)IeAl CA. 0,410 5 O. V'!=.: -.-U 5 EQUALS BASIN INP;k T == i:i:) l�!" D F= PRE:3'r-DIJIR . FLOW PROCESS FROM NODE 956.05rTO NOuE1&65. vQ IS�CODE _- a Li 'S ' RE Ai�f !NODE 1 iJ. k> ELEVATION - 1217. 8.O ------------------------------------------------------------------------------- �ue�e..t_.L_LA I�C r IRR..?��+.rRE l OW PI PEBEND LIDS JCS ((-:�a�_MA) . PIPE FLOW - ';j66. 61 CFS ±=°I►='E DIAMETER = 102.00 1INC;l ES PIPE LENGTH - 78. 5'-5 F EET .1 NGS N = . k')13wO ),ENTRAL AINGLE = 360 DEGREES ;- RESSURE S=LOW AREA = 56. 74- SQUARE FEET FLOW VELOCITY = 17.03 FEET PER SECOND VELOCITY HEAD = 4.1106 BEND COEFFICIENT(KB) _ .0405 HB=KB* (VELOCITY HEAD) _ < .040)*( 4.5 16) _ .1-62 � I PE CONVEYANCE FACTOR = 10721.156 FRICTI{,N 81-OCE(SF) _ .0081297 FRICTION LOSSES = L*SF = ( '78.r35)*( .0081287) = .64E j 0 D E 1'Z{35t. 00 . HGL= ( 1 EES. 394> ; EGL= ( 12321. 859> ; FLOWL I NE= < 1217..330> PRESSURE FLOW PROCESS FROM NOD: 1035.00 TO NUDE 1040.00 IS CODE = 5 UPSTREAM NODE 1040.00 ELEVATION = '4217.87 CAL..CULATE PRESSURE FLOW JLNCTION LOSSE8: NO. DISCHARGE DIAMETER AREA VEL0C I TY DELTA IV 1 952.9 102. 0 56.745 16.793 x.313 4.379 ._ 102.00 56.745 17.034 4. 506 3 1.3.7 24.00 3. 142 4. 1b S 60.0010 4 0. ]Zt 0. CIO 0.000 {Z!. 004) 141, Oilr - S 0. 0===05 EQUALS BASIN INPUT= L_i s F%D AND i:10Ei*iA PRESSURE Fi_f14J .lt.ihii;T1ON FOiRi ULAE �J'aED: 13Y= (telt*V2-till*,,V/ 1*COS (DEL)--G�! TAI)/3*V3*COS (Di=LTr�3) f i�- 4.1�'y�f•' COS iD-cL{A4))/ ((A1*T'2)*'•,6.1) s.iP=3TREAM MANNINGS N .01300 :(";wrv5TREAr�1 htANNINGS N = 130 u`,15TREAM 1: R:ICTION SLOPE _ .00790 0 T,,6 'pJSTREAM FRICTION SLOPE - .008113 PVERAGED FRICTION SLOPE IN JUNCTION ASSUMED PS .100801 • u,NCTION LENGTH(FEET) = 5. Clio F.41,CTT0-IN LOSS - .040 1-7N TRANCE LOSSES S = 0.000 ,x7C-iNHOLE LOSSES GREATER T HAS! T;- &N10SON MR iME u I UM L_►�CiCa »S ;--,OMENTUM LOSSES = . 110 MANHOLE LOSSES = . 1125 f I SNC i ION LOSSES = DY+HV 1-HV2+• (i' R I CT'L ON LUSS) -1- (,iN RANCE LOSSES) JUNCTION ION LOSSES = , .237+ 4...:,79- 4. 506+{ . k40) "1- ( 0. 0,00) _ . 265 ;MODE 1040.00 : HGL= < 122::8.756);EGL= < 1233.165>0FLOWLINE= < 12:17.870) RESSURE FLOW PROCESS FROM NODE 1(040.1-4)0 TO NODE 1232.37-IS�CODE = �,� I .0S f REAM NO7 DE 1232. 3 ELEVATION = 1213.32 L -AL CULATE PRESSURE FLOW PAPE -BEND LOSSES(OCEMA) : - ----- . 1%"E FLAW = 952.92 CFS PIPE DIAMETER = 1.2.00 INCHES PIPE LENGTH - 192.37 FEET MANN I NGS N = .01300 CcI`4Trti�C, ANGLE = 5.7454) DEGREES -"irI1C FLOW AREA - �E. T�a altli1i FEET FLOW VELOCITY = 16.79 FEET 1 --'ER SECOND V _L- rCI l"Y HEAD = [�4. 379 MEND CtOEFF IC FENT (KLA) - .�r 631 P`�I_{_KB* (VELOCITY HEAD) \ a Of_ -.3) * ( 4.3791 = . 2'76 PIPE CONVEYANCE FACTOR = 10721. 156 FRIG I"!LjN SLOPE (SF) _ . {c.1:tZ179000 r= ,R 1"..;Tis {={N LOSSES -= L*6F = ( 192.37)*( .0 t79000) = NODE t 2,3 2. 3 7 . HGL= ( l21'3Q), .'-.11i"> ; EGL= < 1234.961 > : FLOWL! NE= 1 2 1. 9. 3200 F_ i3_�KF rL.+ 4d -'iiia. F Sw F LlPl i,4�1LE :.26 7 ! 0 !''iQL++_ 3,i'g!, b 7 1.S 1L.,0) ..=' ST REAS ANODE 1397. 67 ELEVATION - i 43 CALC +LrA E PRESSURE FLOW PIPE-BENDUOSS�-_S(OCEi*fA) .------------- r'_l PE FLOW = 952.'.12 CFS PIPE DIAMETER = 102.00 INCHES .;:' I PE LENGTH = 165.30 FEET IMIANN I NGS N = .01300 ;ENTRAL ;ANGLE = 12.264 DEGREES . ZZ:SSURE FLOW AREA = 55.745 SQUARE FEET i='. -OW V!ELOCI T Y = 16.79 FEET PER 'SECOND VE -LOCI €'Y HEAD = 4.379 BEND COEFFICIENT(KB) - .0924 -=KB* (VELOCITY HEA.. -U) = f .14192)*( 4. 37'3) _ . 404 1 TT E 'CONVEYANCE FACTOR = 10721.156 FRICTION SL O"E(SF) - .t707 000 i -:R I CT I ON LOSSES = L*SF = f 165. 30) * ` . 0,07900 0) = 1. 306 ODE 1397.67 . HGL= < 1232. � :92) ; EGL= < 1236. 671) ; F LOWL I NE= f 1222.430> RESSURE FLOW PROCESS FROM NODE 1397. 67 T.�i-NODE - 1402.34 -IS -CODE ----5 - ir PSTRE.AM NODE 1402.34 ELEVATION = 1222.99 ------------- i- r[.:-. PRESSURE FLOW LOSSES:ALCULA ;�0. DISCHARGE DIAMETER AREA VELOCITY DELTA HV :3 i". 3 '96. 00;vt. x:56 18. 315 0. 14100 5.581 c: '952. 9 102. V,0 56. 745 16.7976 --- 4. ,:'',7? 4 0. 0 0.00 01. 00>4"1 0.0100 0. t2,100 - 5 Vf. f;c= =i S EQUALS BASIN INPUT=== LA1;F;CD AND t=++CEIA PRESSURE FLOW JLil\!CTI fN FORCILILAE jl'SED D"T' (t�l� iJi�-r! I *V 1 *CUS (DELTA I ) --0; �*V..-s*CDS 11122 T A:_ i - " 4*V4*COS (DF.L T At4)) % f (A1+A2) *16. 1 TRIF A tyAIN NlNGSo N - .01300 i.,l.T4,NS r R:.At*1 !;ANdI "dfGS N • 013CIO uPS T ;REAM F RIC I'ILtN SLOPE - .01092 D. IWNSl REAM F.RICTION SLOP - .00-790 AviERAGE.D FRICTION SLOPE i N JUNCTION ASST ME o HS .00941 .l'+ L. 1 iJ y L;+tiG i i ti �= C) - �F. �!=1.t1 T 1D1%, C.08)'S . .44 tr!F�I' HrD,!_.w _OSSES GREATER T4AtN i"rIOMPSON iy.,01T1ENTIUM L+.];3S S !� Ll 0,04 LOSSES .+,w4 ANH+Ci_, LOSSES _. „.'i.`3 iUNG T !'-,N-Oc:SES = DY+HVI--NV-'+ (FR = CTIOiN L._OS_i) + ( =N1' ?ANCE LOSSES) If N LOSSES - L�v-1. 19r+ 5. �H1- 4. ,5I'�+< . k44)+t +rl. V'+uvt) - . i�'t, e,t_fDE 1402.34 . HGL= ( 1231. 353) q r.i3L= < 1236. 934) ; PLOWL I NE= < 1222.,30> PRESSURE FLOW PROCESS FROM NODE 141*4)E:.34-TO NUDE 175141.89 IS~ CODE �=3 UPSTREAM NODE 1750.69 ELEVATION = 1227.87 t::ALCULATE PRESSURE FLOW PIPE -BEND LOSSES (OCEMA) : ---------- D I 'E FLOW = 952.92 CFS PIPE DIAMETER = 96.00 0 INCHES A'iFxE LENGTH = 348.55 FEET MANNINGS N = .01.300 CENTRAL ANGLE = 25.902 DEGREES "'RESSURE 'SLOW AREA = 50.266 SQUARE FEET ."LOW VELOCITY = 18.96 FEET '- :`R SECOND VELOCITY HEAD = 5.581 HEND C;=1EFF.[.. -E.NT (KI -3) _ .1341 Hc.{=KB* (VELOCITY HEAD) .1.34)*( 5. ,81) - .748 48 !='IrE CONVEYANCE FACTOR = ':31E0. 764 FRICTION SLOPFZ_ fSF) _ . 010,9157 FRICTION LOSSES = L*SF 348. 5.::i) # ( . 01. = 3. 8w+.=, NO 0E 1 150. 89 . HGL= < 1 E 35. 906) a EGL= < 1241 . 467> ; FL0WL I Nl.= f 12:7-.7.870> PRESSURE FLOW PROCESS FROM NODE 1750.69 1'0 i NODE- l8v);-'. 34 Y s "--'OL1E_= 3 UP i i yi^AM NODE 1302...'i4 ELEVATION = 1228-59 CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA) : -- PIPFLOW - '952.' 2 CIFS PIPE PE DIAMETER = 96.00 INCHES PIPE LENGTH = 51.45 FEET MANN I NGS is = . 01300 '*ENT RAL ANGLE = 32''. 754 DEGREES PRESSURE 'FLOW AREA = 50.266 SQUARE FEET FLOW VELOCITY = 18.96 FEE i PER SECOND VELOCITY HEAD = 5.581 BEND COEFFICIENT(KB) - .1508 Hit=K9* (VELOCITY HEAD) _ ( .151)*( 5.:-. 81) = .8-42 PIPE CONVEYANCE FACTOR = 9120.764 FRICTION :Sl._OPE(SF) _ .0109157 FRICTION LOSSES = L*SF = ( 51.,+'5)*( .0109157) = .562 NODE 1802.34 : HGL= ( 1 x=37. 310) ; EGL= < 1242. 8'30) ; F LOWL I NE= ( 1228.590> PRESSURE FLOW PROCESS FROM NODE 1802.34 TO NODE 1812.34 IS- CODE ----C---- UPSTREAM NUDE 1812.34 ELEVATION = 1228.75 CALCULATE PRESSURE FLOW JUNCTION LOSSES: -- NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 869.2 96.00 50.266 17.292 6.366 4. 64 3 2 952.9 96.00 50.266 18.958 --- 5.581 3 83.7 42.00 9.621 8.705 50.836 - 4 0.0 0.00 0.000 0.010 0.0vt0 - 3 0.0===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: !)Y= (Q2*V2-C! 1 *V 1 *CDS ( DELTA i) -Q3*V3*LOS ( DEL fA3) - Q4*V4*COS (DELTA4)) / ((AI+A2) *16.1) UPSTREAM MANNINGS N = .0130 D _WNsTREAM MANtNINGS N = .01300 UPSTREAM FRICTION SLOPE _ .00908 DOWNSTREAM FRICTION SLOPE _ .01092 AVERAGED FRICTIiON SLOPE IN JUNCTION ASSUMED AS .01000 JUNCTION LENGTH(FEET) = 10.00 FRICTION LOSS ENTRANCE LOSSES = 0.000 .l UNCT I ON LOSSES = DY+HV i -HV2+ (FRICTION LUSS) + (EN` RANCE LOSSES) JUNCTION LOSSES = 1. 648+ 4.643- 5.581+( .100')+( 0. 014101 = . 81 1 i�l3t 1812.34 . HBL= < 1239. 458) ; E,GL= < l X43. 01) ; FLOWL IlNE= < 1228.7150> PRESSURE FLOW PROCESS FROM NODE 1812.34 TO NODE -1847.61 IS CODE -=- 3 ---- UPSTREAM NODE 1847.61 ELEVATION = 1229.03 - ----------------- CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): PIPE FLOW = 869.17 CFS PIPE DIAMETER = 96.00 INCHES PIPE LENGTH = 35.37 FEET MANN I NGS N = .01300 CENTRAL ANGLE = 22.000 DEGREES PRESSURE FLOW AREA = 50.266 SQUARE FEET FLOW VELOCITY = 17.29 FEET PER SECOND VELOCITY HEAD = 4.643 BEND COEFFICIENT(KED) _ .1236 HB=KB*(VELOCITY HEAD) _ ( .124)*( 4.643) = .574 PIPE CONVEYANCE FACTOR = 9120.764 FRICTION SLOPE(SF) _ .0090613 FRICTION LOSSES = L*SF = t 35.37)*( .0090813) = .321 NODE :1847.61 : HGL= ( 1239.953) ;EGL= ( 1244.596) ;FLOWLINE= ( 1229.030) PRESSURE FLOW PROCESS FROM NODE 1847.61 TO NODE --1847.61 IS -CODE = 5 ---- UPSTREAM NODE 1847.61 ELEVATION = 1229.03 ---------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 657.4 1961. 00 `*0.2-166 17. O'j7 .955 4.516 C.: 36`:j. is 0141 50. i2b6 17. 292 -- 4.643 1 i. 13 21.00 2. 405 4. 893 000 - 4 0.0 0.00 +n. 000 0.000 01.000 - 0.0===Q5 EQUALS BASIN INPUT=== LA1C"7CD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: D = (I_'G *V2--;0) V y *COS (DE:LTA I) -Q 3*V3*CDS (DELTAS) -- jA*V4#COS (DEL; A4) ) f ( (A1+A2) *16. 1) UPSTR _AM MANNINGS N = .01300 ;:)!.-JWNS i REAM MANNINGS N = . 01310 1.. �iTREAM FRICTION SLOPE = .00884 Dt?WNSTRr-AM FRICTION SLOPE _ .00908 t=;''2RAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00896 ,; .NCTION LENGTH (FEET) = 1.75 FRICTION LOSS = .1-4)16 LOSSES = 0.01410 1t=.�..li-i1 ALL LOSSES GREATER THAN THOMPSON MOMENTUM LOSSES LOSSES = .16:6 MANHOLE LOSSES = .232 .li...;h;CTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) '1 -;iii_ T I1�N LOSSES = .251+ 4.518- 4.643+( .016)+( 0. 000) _ .248 "ZDE 1647.61 : HGL= < 1240. 32F,) ; EGL= ( 1244. 844> ; F LOWL I NE= < 12229.030> :i -:SSU <E FLOW PPOC= SS FROM 'NODE 1847.61 TO NODE 1893.63 iS CODE = u Ji^'�L>•I ; EAr+f NCjDE .4.833, 65 ELEVATION = 1229.40 ------------------------------------------------------------------------------- ! ATE. EESSURE FLOW F' r,E-E{4 ND LOSSES (O1CrwlA) PIPE PLOW - 857.40 CF8 Ff I PE D I AME'TER - 16. 070 INCHES OKE LENGTH = 46.24 FEET MANNINGS N - .01.00 CENTRAL ANGLE t-� e: 9. 050 DJ EGREES SQUARE.266 PRESSURE FLOW FLOW VELOCIrY = 17.06 FEET PER SECOND VELOCITY HEAD = 4.516 "{ENI) COEFFICIENT(KB) - .!420 (VELOCITY HEAD) ( .142)*( 4. 518) = .642 :_'E CONVEYANCE FACTOR - 9120. 76,4 F R I OI :i EM SLOPE (SF) = .0088370 FRICTION LOSSES - L*SF - ( 46. 24) 00863 71c) - . 409 )�)r. 393. 65 . 'HGL= < 1241.3760EGL < 124 5. 894) ;, LCWLINE= < 1229. 4001> i= FLOW PROCESS ;"30 'aODE 1893.85 TO K CDE 1IS CGDE - 1 S -REA, ^ �:�I3E i �r"�sLr.:;B ELL -(DATION _ :1 22`9. '93 --------------------------------------------------------------------- ",RESSURE FLOW FRICTION LOSSES (LACFCD) ; .DERE ;" -_.C. w = 857.40 CFS F'IF'E DIAMETER = 96.00 INCHES ,;'E LENGTH = 66.53 FEET • MANNINGS N = .01300 ( L i K) *2 = (( 857.40)/( 9120. 764)) **2 = .0088370 iF L*SF = ( 88.53) ( .0088370) _ .588 ..:iDE 1'360.38 HGL= ( 1241.964);EtGL= ( 1246.482>; LOWLINE= ( 1229.930> FLOW PROCESS FROM NODE 1960.38 TO NODE 2114.64 IS C13DE = 3 UPSTREAM 4ODE 2114.64 ELEVATION ION = 1231.16 ----------------------------------------------------------------------------- _ni...:�•.. .-.n � r <<-.S.M. .-{E FLOW P J.I-E... i=riJx) LOSSES (tJ I._y: ) -'I,--E ; L_W =- 857.40 CFS PIPE �U DIAMETER = 96-00 INCHES P i.re LENGTH H - 154.36 FEET- MANNN INki.S,. N = .01300 CENTRAL = 11.273 D;"L-"REES ESSURE FLOW AREA = 50.2% SQUAME FEET OLOW VELOCITY = .. 7. 0,6 FEET .PER SECOND VELOCITY HEAD = 4.518 BEND COEFFICIENT(KB) .0865 v!'i3) 4. 513) .400 CiNVEYANC:E FACTOR = 91c�7. 764 FRICTION SLOPE(Sr) _ . 4101L��37i� LCC 3S.'7S = i_. :1':�F = ( 1,54.26)*( .01088370) 1% 3Al,.. Imo_ A 14.64 . 11 -GL.- ( 1 243. 72 7,% , EGL= \ 1;=*48. 246) 9 L'LOWL. NE= \ 1131 . 160> -``N �:J�,'�i_ `LI_: VM r�RfLEr7 ,7 FROM NODE 2114. 4 i I'D ii: LI IJC 2165.63 a. ..G i...(JLl "' 1 =A'I `ODE 2185. 83 -;::'L_r"'VAT I I --)N 1 ""31. 57 L;.�;_IrU ATti' �''.,_SSURE FLOW FPi'__;' T ION LUSSES (LAC:FCD) . :=' PE =i_nW 857. z�vb CFS Pll:-'E DIAMETI:..R - ':jG.00 INCHES 51.19 FEET. MANN I iNGS N - . 01300 815.7. 40) ! i 9120. 764) ) **2 - . 0088370 ' =f_*SI= - 51.1.9)*( .0086370) - .4-52 HGL= ( 1244. 17'�> : EGL= ( 1248. 69 7 > ; FL OWL I NE= C 1 �_ 1. i > ';i'ESSUCE =LUW PROCESS FROM NODE 2165.63 i.0 NODE 2187.63 IS CODE = 5 ­-,S;-REAM NODE *:187. 83 ELEVATION = 1232.27 --------------------------------------------------------------------------- .:'1�.CULATE PRESSURE FLOW JUNCTION LOSSES. .:. DISCHARGE DIAMETER AREA VELOCIT`7 DELTA HV 741.5 90.00 44.179 16.783 14.12-106 4.374 .2.a'7.4 5�,, ;4� 50.266 17.157 -- 4.518 =s 1 I'S. 9 51. 2114 14.186 8.173 18. 77 5 - 0.0===05 EIDUALS BASIN INPUT - _:D A yz1 IaC:E =1A i=�I%ESSLJ iE FLUW �i Ut�ii�T Z ON FC. ✓,+i� �LF;E USED: i �+' ":*V2 --,:*t 1.*V1*COS (D=LTA1)-G!3*V3;*Ii:OS (DE.LTA3) � •+V4*C:CS (DI=LTA4)) f i (A1+A2) *1t7. 1) =' _j.i r:� =1._l W PROCESS Fr 011 NODE 2258.-10 1O_ NODE. .{ S CODE _ 5 NODE 22`58. 70 ELEVATION = 11233.!7 - jr� PRE.SSiJi!!�E,`. L -O -W T!_,;,)CTI;)N LI_lCi'S`1c': ) '_ (9 Cs I -i Y'. f1 Is E L./ I l^f 1= 1 ERR HKMA VELt!C L TY 3_7 l_I.._ I•f-'1 i -'I �I I F•.J I..bW-'-.l-��I r=1iNN.l,1iGS N 013,410 _ i --,8 Ri__i4Yj FRICTION SLOPE .1133L .10..j i REAi,1 f`:RiC-rioi\i '.iLOPE .'» .00884 r R:-, SED F. I CT I ON Sl._ O E IN JUNCTION ASSUMED AS . 0, 0908 TICI v.trif-;Th (FEE T) =7 2E, +G1i[� F�RIC T FRICTION LOSS= . x:_014) ;..:'�. 8 = DY+HV1-i-,V2, (- tli:TII ISI Lig: ) ,aT ���l .`� L� SE ) GN LrSSES = 1.088+ 4.374-- 4.518+( . k1k{{) + 0-0}k10) 143 y( 4. 3 M HGL • .I. 4.4.x• 'trG7> TIL. f,L- \ i c_4':�. t.l',• 1 I \ _.. I.-JY�L .{. h�L-" ( L..1L.• L�7 1/ 7: - -4..UriPROCESS iRtaMI17Di 4.iCT 7. 83, IiJ NODE 222,38. 70 IS CODE - .-3..---...._ , `.rteREAIM NCDc 8. 70 ELEVATION il_-0..�3. 7 --------------------------------------------------------------------------------- AL -: LATE PRESSURE FLOW PIPE -BEND LOSSES (OCEMA) -.1-PP FLOW = 741.45 CA=S PIPE DIAMETER = 90.00 INCHES PE LENGTH 71. 87 FEET MANN I NC;S N= .01300 ANGLE = 45.120 DEGREES FLC�W AREA = 44. 179 S6 UANE FEET EI Or -Y - 'A 6. 78 FEET PER SECOND HEAD - 4.374 BEND COEFFICIENT(K8) _ .1770 ''•rA`zi) - ( .177)'x( 4.:74) - 774 ,­ V­YANCE =i-aCTCDR = ?6718.7'37 I"RICTIUN SLQPE(S ) L*SF = ( 70.67)*(.0, 9.323 J) _ .6 1 1"7"i. 70. i LCL- 1246.9;2) : E C 3 L = f 12:j1.• 2 7S 0", 4; N i7 ( 1233.17LZI> =' _j.i r:� =1._l W PROCESS Fr 011 NODE 2258.-10 1O_ NODE. .{ S CODE _ 5 NODE 22`58. 70 ELEVATION = 11233.!7 - jr� PRE.SSiJi!!�E,`. L -O -W T!_,;,)CTI;)N LI_lCi'S`1c': ) '_ (9 Cs I -i Y'. f1 Is E L./ I l^f 1= 1 ERR HKMA VELt!C L TY 3_7 l_I.._ I•f-'1 i -'I �I ! . •.J e._f. __ 4 .:i'l.i. i'l �� -I t-1. LF. 179 .l t+. 6;{7 !Giy 00.0 a'41 3 - 741.3 :�v'i. 010 44, 1 7'3 �,• !63 -- 4.374 tE JY, 0 0. CIO 01. 117100 0. 0 021 !C'I, iyt{:4y1 ..J l�l0 7t.:�:=.�IC wii!:J+r-�L_ti) Clf"i �')L1� I N�tj 1 -_-..... El -1ND 01C MA I'i ES;,:i1_HE FLOW JUNCTION i 1.lrRM:ULrIE USED ;kV2-C,? 1 *V 1'k!_,1...? ! (DEL7pi1) -Q.'r'if Y3.x-!...ti..r'+�'1. (DEL -1-1--13) - :;*V4K"--ica (L LTi 4) ) / ( (A1+A2) *16. 1 ) 8 .r::.AM MF=1:VNjlh���7GS N := .01300 (� h 1300 _387.i` BYI t-RICfiON SLOPE _ , 00917 17 -i--r7ED FRICTION SLOPE ltjUNCTt.1ASSUMED W7 00925 . _,t.0 If N 1. -ENG iH (FEET) = 1.50 FRICTION LOSS - .014 .:1'_E LOSSES GREATEr� T i-fAN Ti-t�7MF'SC)N MOMENTUM LOSSES 1. OSZE; = .066 MANHOLE LOSSES _ .2i9 :_iNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANC:E LOSSES) ,�:li •i LOSSES = .138f 4.303- 4.374+( .014)+( !. 1[111:0) = .233 NODE 2258.70 , H L= ( 1247. x:05) ;EiBL= ( 1 :51.5:21,,3) ;!=LOWLINE= < 1233.870) (=L,0-1.4 l•»tROCE.`..?S FROM NODE i::258.'10 i O NODE IS CODE = 3 T R:.- M ;1.11'_:1.0E 2292.00 E(.EVATION =. 1234.63 ----------------------------------------------------------------------------- i...-i'....!..',.,L.�-i � Cr.". ..:i »,'?. .a LJRr, FLOW PIPE -Sr -END L_:.!"S._.7(...:CCMA) . P70E FLOW = 735.45 CFS PIPE. DIAMETER = `: O. 00 INCHES r; E __.:;iG7H - 33.30 FEET MANNTNOS N = .01300 .''_iia! ?AL i"Hti.iGLE = 21.200 DEGREES 1RESSURE PLOW ARE14 -: 44.119 SOUARE FEET __Q✓!VELOCITY = 1.6. r J FEET PER SECONDi VALOC L Y !"LEAD = 4. ,:03 B ND �.1JC.P-1'" TCIEN 1^Y (i• B) -' 1 13 _ .s-.�•ai �-`l='�.I. }•�. ::FACTOR -- !61•'.'.x. r 9! FRICTION SLOPE(SF) - .0091732-1 -• in i f. ) N �_i..r`S..''SES __ L*SF - ( 33.30)*( .0091732) .305 "_DE E292.00 i AOL- C W: t8. !U•rr3} ; - 1jL,'= ( ( 1234,63 0) F __�_ W PROC:C5;5 1= Ror�1 h!.JDc. �:: ;` ��'. vllcl ?"i E NODEe;� 'Jc". t � IS CODE- 5t S, r_Fwl NGDE 1='292.16.0 ELEVATION = 1234.63 ------------------------------------------------------------------------------------ !='P:__GULHII✓ F'rEaSl;KE FLOW sU�.CTIi]N LOSSES: N01. -D: S�CHA RGE D I AmiE T ER AREA VELOCITY DELTA HV ). 7119. 5 90. ko 44.1179 16.287 0.0010 4.119 2 755.5 90.00 44.179 16.547 -- 4.31413 3 1La. 9 33. 00 5.940 2.660 7,9. 50,41 - 41 'G!. 0 0. OLA !21. ovio 0. 000 4'). 01410 - _� 0.O===Q5 EG"!uALS F1HSIN INPUT=== AIN;D GCEiMA PRESSURE FLOW .. t_!NC T IF N FORMULAE t_1SED: '"f = , _,.- 'i 2-!a 1. *V 1 *COS ( -01 3*V3*CL;S (DELTA. -3) - >':(DELTA4) )f i (A1+Ae')*,,'.S. 1) UPSTAERM (T ANNi i NNS N -= .01300 8 i .-_:-i�'i iT:Ai Q,,t 1 m G 3 itl = . 0 i. .3 w0 r R i C i t h! SLOP --• 00 i.r ..i�,''J:] ! ..�_..^i•fl !•' _�.! i.s i .' le i �.3t...OF•''E -" . 0o,, 1 l SLOPE I?t 1iJhif�Tll_N Ft`s a�-I." =!a FiS .00898 (FEET) - 2.75 = R I CT I O N 1-053 - .025 = 1471. !f 0 0 A- _ R Y i THAN T r•ii3r�PSON M.1_1;vi;-NTL ii;v; LOSSES tat=( : j ( , �i�F"Or_4�rE r..!'.5 ' E L3 = D Y -1 H V 1 i F 11 -IN 1 TCM a...ta.� SES = . •.:,baa- 4. 11x- 4. 30._,+! . QI�'�J+ 0. �i�0) -- . t- siV� jTl E i'%.92. !Ei L . HGL= ( 124,9.4.57);L':i3L= < 1,::52. 576. gl=l_iGWL.ii< 1234..o el) _.� : W ._LJ i - ; ...'ES FRO F .[.• , NODE 2292.0 O NODE 2307. *08 J CODE = 32 _r' TEi tM:0Dc,17. 08 E -i _YA'TIi <i = 1.231,•97 '::�i _•1'C.AiE :'RESSU tE FLil*DW '-IPE-BEND LOSSES(CICEMA) _GW - 71`3. 53 CFS PIPE. DIi- mET11.-'.R = 90. k'0 INCHES =' I -'E LENGTH - 15.08 FEET MANN INCAS N .01300 ANGLE = 3.600 DEGREES 'm. -SS.. RE FLOW AREA = 44-179 SQUAKE FE=i" --7'-CW VELOCITY = 1 ,. 29 FEET PER SECOND -LOC I TY '-'`AD = 4.119 BEND COEFFICIENT(KB) _ .0816 i,l=lj; -;# (VELOCITY HEAD) - ! , !'-A8 ::) ;t ! 4. 119) - .336 Tr='+E CONVEYANCE FACTOR = 7678. 737 FRICTION SLOPE(SF) = .0087603 : R i C T I ON LOSSES = L*SF - ( 1,5. 0.9) * ( .0087803) - .132 ;,.,DE 2307.08 : HGL= ( 1248.326) ,EGL= < 1%255.044) ;FLGWLINE= ( 1234-970) ='R:Ey 1 r= FLOW PROCESS FROM NODE � 232. 8E 70 NOLjE 2467.10 IS CODE - l M NOD 2497.8141 E L E V A N = .1--40.74 ----------------------------------------------------------------------------- DI-Z =SSURE FLOW FRIC?•IoN LOSSES (LACFC13) . 'E 1',...t.!4 119.53 CFS P',rE Di�-ltilET=: - '30.its INCHES�._ �t�:i.:7T •`I •_ 254. 98 FEET M ANN I tNGS N = .01300 F = k' Q% 1 '2 _ (( 719. 55) x ( 7678. 7 37) ) **2 = . 0Q)87803 .=34. '3,t) * ( X87 )k?.?, l - 3' i N:_C, 4 _•7. &0 t GL= { 1251. 1.64) :EGL= < 1255. S283>:FL0W.LINE= { 1240 740 - RE FLOW PROCESS FROM NODE. 24?-�7. -0 TO ,NODE : C; -,A `-•���---••M NODE 2492.47 f ELEVA 710N - 1.x:40. 1 C;-Y'� ._ Y31?C:.']'.3V E i'I...i..FW :i'iiVi Is t4-� Li.Jy,-J �. �� i•'I Z-r^�: �.)) 19. 53 CI -S i"'.tl-',-r_ JAMET is R -- T-'.iDW AREA = 44, 119 r-�T _.-W ii'�L._OC I 1 Y = 2 i -••••r• P='SE :'y roti_ '{r,UNU )-iEAD = 4. 113 24q-2.47 47 IS CODE = E (VtLOCI TY -EAD) - . 05* ( 4. 119) - . 2106 ....�:...� 'r --'4G'2:'.47 • HGL= 1 1 251 • 3 ! 0O i E-Gi.._'_ \ 1240.810> '='RESS'.JRE FLOW PROCESS FROM NODE 2492.47 TO NODE 2377.33 IS CODE = i -,"STREAM NODE 2877.53 ELEVATION = !246.51 ------------------------------------------------------------------------- 'rai._'CJLA T E PRESSURE FLOW FRICTION LOSSES (LACFCD) =LOW - 719.53 CFS P'IP='E DIAMETER = 0.00 INCHES r='E I -E N6TH = 385.46 FEET MANNINUS N = .01300 719.53),'( 767,94. f'3 7) ) *-*2 ._ . 00,8780 3 S� ( 385. 46) k?�c+a"TBS �) -- 384 i -::j77. `73s' L- i 1:._ 4. 755>;wGL= ( 1,:` 6.874> - LOWLI!u3_.= L 1,-:4G. E,1L�) ' _CV i7Lc�5 r�5NJTC9/7.�.!' IJ!S IGCi-)-- NODE 885.93 ELE,VA-IfiN = 1.21 6.6e__ ------------------------------------------------------------------------------------- 'l NCa l IrO'N LOSSES- D-":3i:HARGE DIAMETER AREA VELO%-. T Y DELTA HV -57 3. 0 ;•:Ji]}. it+'vel 44.t79 f9 _ a- __'r }j .li, V1 �ilr'f 624 y..y.. .,. 713 , ti . L6 7 _..., 4. J. 1.9 3 iY4. .J :: � • Y}'G, • '.JTf'1 7. ifL� ,.'•ic',I. J'�4:1t - 4 0" 0 -Zi. 00 Q). 01110 0.. 101411('1 0g1too - 5 0. 0-==,G,5 5 F UNE 91:4Si i . I --_ ii;r=CD F1ia11 OCE -171A PRE iiRF 1=1W :.��CT TC.N jct1ljLAE i_aril; �s`!- ttJ� f2 Jli X111#LtJS (DEL':`Ai )-.'!3#63•> 00S (DELTAS) i>!4*v4DEl P4)) i ( (A1+AiM) #1S. 1 _ c :'REQ iYi t=iHNN ± N68 ,N = .01300 _:�OWrNSTRE.A1' ANNINGS N - .01.300 -'S T REi= M FRICTION SLOPE - .00773 CQW NST R; -:'AM FRICTION SL1OPE _ .00878 .'-!VERAGED FFRICTIUN SLOPE IN � UNCTIf�N ASSUMLD AS .00825 _ 11:u1a".Tt P4 i_ENG T H (F EET) - 8. 0V_7 FRICTION LOSS = ,066 �NTr{PLAICE LOSSES _ 0. 00.0 .:_+I�ii'I,GIN LOSSES = D'Y+;-fVl--.HV2+( RICTil:)N LOSS)+(ENTRI ANE LOSSES) 1 UiCT I1 !`d ! CiSSm S = .785+ 3.624- 4. 1 19+ ( , Or, -G)+( 0.000) _ .357 NiME 2885.93 . Ht-jL= t 12-'5-5. 60E-) ; EGL= i 1 :59, 231) ,' FL + 1WL I NE= S 1248. 620) j:' ,_U ;-,_, ;_L1W PROCESS FRGI'li ;NIO.)` :.•vV [. 'JJ T4 kVf..��.'E ._!i i'T• �i'Y�-T'?-�a f..l �� _...._•.-c s=M 40DE 3174. 4k� t_rVHiIUIN - 1250, 08 ------------------------ Al E [ IES E =L, -,W F R I CT I0I d LOSSES (LALFCD) . Vic_ a ._t'!�1 - 874.9 s CFS 'IF'= DIAMETER _ q�:J. I&LI ='E �.E"4GTH = 2,58.47 FEET ,AWNINGS N = .01300 (GG G74. 9� A / ( 7Y�i7ii. 7a� r l ) i'' ktiV577crw � -E E" .174. 4'11 . HGL= � 1257.;33 51 459);FL U+.tiL J•,',1 C.= i !�, �[_(.�. 11:1}111) =moi `•'•..r "(`= _. LiW {-'�•1S.,c EN•5 �•"f .'i'1 N iD ...•1 i c., 4ia Tij N1.I 1�t"..� ...1 9 !'f�-�J �...1.11.)�-=--_^._.._...... ^� L_� J/� •fir 7 C. L�P-n"F i{u'-Ai1 N DE 331 � 9. 07 ELEVA 1 .11..N - 1250.14 r! UW "11Ai'4i"OL LG' .j*ESi(LACFCD)_--- >'"-_ �.l`J'�i - t_'•I�F. J 3 1C;: S -'1i-•' . D.i AflE T ER '' V-) 00 T VCHES i,-0 i/'] i' RE -A 44. 1-/9 `.?Ql.i F-! (F- FEET -.0C'i TY = '. ,t. 28 _. PER `3-:CO3.ND *'1 05* (VF'E_DM - Y i-fEAD) - iyl;_i?E (3. 624) yODE 317 9. 0 / . HGL= ( 12bB. fc 16) ; EGL= C 1.261. 641) ; FLOWLINE= ( 12514). r SS'�r E FLOW PROCESS FROM NODE 3179.07 TO NODE -T3427. i:�4 iS-COi)E �='9TREAM NODE 1427.24 ELEVA; ION = 1.1.53. 12' PRESSURE F! M4 FRICTION LOSSES (L ACC -CD) : --------------- FLC-,W = 874. ':5 OFFS PIPE DIAMETER = `JO. 00 INCHES �i3TH - 248. 17 FEET P1ANNINGS !N = .0,13,011) F= ((I:/K) # 2 - ( ( 6-74.35) f ( 7678. 797) >w077260- -._ASF 4S. .7)#( .0077260) - .91.7 Iii G D .:141::7. 6-4 7"1 L= ( iCy `:.,a. 9-14 n um ( i 2:'6 Z. 5 J Sl) ."L JWL 11N,E ( i253. 120> irFtiw' e��E' ,•-' r-., •l. 'a.. _✓� .3a ;;.,r.Y,- r -;rz[-7- r. -r ,„ t� •.J l..ii I LC: '�% I t] Alx��i f.)�=J [ i <ilL I��ii..) �l,�ri _. w:.t i H'i:.i :.:7•=1:.14'4'•x. [-t-A!) ,.:t1_'i-i- IT t_ 1.11.0-R0L -- . 1,+'_) "GL`. ( �. L, -LJ 0. f.J t._Y�) I S_�A."" < 5.1_�-f4. 244) � 3 n I Lu WJL I lilt �.-_ ` L { 5,J..., s 1 0 1 �_Jt� � ) i .-. :':L ` i-irE Jo-•) ;,t A-= ._'I t` -4-7.i-4 `I ia-141..31.%1.=---341"S 7..:7 - ....i-:•-, .�-- w_ mei IM `,'GDE• 4F_x 7. 55,;, E._k:. VA 1 1 f -) IN - .1. 1-2537. f=,j l ,:),:) i,�.:7,..7._�f�.;, ....�ii'y �'•'.+.hs�_s:`_.rljD Ll.�:=lSC..`".sis�:..Mi'A i F-L__JW G i. 75 CF9 1.LF`Iw it .ltn~itli»i - 7�ia�L�G'1 INCHES 'E I y - f,v a C 9 ` C_ 1 MANN 1 NGS N - 013ogl 17. 1 ie.0 DE" -R--"6 ,•:..OW Hrit-_--A -- di 4. 1/9 St",l..1ARE EE'! �v t:.t_i-;i:1TY FEET PER SECO'N1) 1 i T .-`:i-iLJ . Sa4 BEND l.,% EFI C 1 `'N ! i 8) 0,30 ='i'Ji: i;0'`VE YANCE c=Ajr,:t�LR - 7>✓78.7`;77 FE?Ii'�'rlt�,N ��t_;-'E(SF} - , �`i�"172r• S 1`'• l I C { i.ON L'-OSSES = L *8 Tilt, 29) #• i u 0-07-17260) 311 ,I-ZJ 2j48 7. 5.= . HGL.- L»V 1 a 326> L= { I c-,64. 931) ; JFL OWL l',NE= ( 1853. 60,0: 3URE faW PROCESS FROM NODE 3467.53 ri7 NODE 3481.53 IS CODE = 5 'STREAM MODE 3481.53ELEVATION 5-Ti1' PM .4:10468 1253.75 M=RIOT((-tfiN, ySSSt_'10PE L- .1�.,­ S t r':E�'irn •RICJ t- ) (�`4 L7i_,� �r E� . •40713 �.ALCULA I"E PRESSURE FLOW JUIwCTI',`N LOSSES: i•4 V E RAGED FR I CTI GIN SLUFF, IN .;UNCTION ASSUMED HS .00630 J_i ~JiV _•Il�I;� i_.'u1.i"�{f"�!) - J.4. 10 FRICTION Lei -' .063 %0. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 536.5 90.00 44.179 12.11+•4 3.942 2.290 675. 09i'r+. w>h 44.179 15.278 ENTRAL ANGLE = 51.000 DEGREES 3.624 S3iiRE FLOW AREA - 44.179 SuUA+qE FEET 138.4 48. 014 1�. 5iJ8 11,X17 �•3. ��J7 - 4 0.0 0. Ole 0. 01141110 0. 0100 0. Ql:t 0 { 1 C_:J4. 890) =7 0, ===05 EQliALS 1 BASIN I NPUT=== i i= A. -ND iSCE �1Fi PRESSURE FLOW JUNCTION FORMULAE +E1i ; 1 *V 1*COS (DELTA 1) -0 3*V3*C'DS (DELTAS) - 4 rti QS )i f fii1+A2) , :fi�a�rv) lr r.; - .111 00 5-Ti1' PM .4:10468 M=RIOT((-tfiN, ySSSt_'10PE L- .1�.,­ S t r':E�'irn •RICJ t- ) (�`4 L7i_,� �r E� . •40713 i•4 V E RAGED FR I CTI GIN SLUFF, IN .;UNCTION ASSUMED HS .00630 J_i ~JiV _•Il�I;� i_.'u1.i"�{f"�!) - J.4. 10 FRICTION Lei -' .063 _(t, 'C'N: L i '"73"SrS = DY+HVI-HVA'+(!=MICTION LGS.5)+( E NTRANCEE LUSSES) N, iM�r_•�-^- .. �.?� `�. T 1.'.JiL t.. �� C�'�•J -- 1 a 6s}93•#- e=:, *2'JQ)- ,:ia 624•1' l .068)+( 0a V_'fiitliy) -•• 603 < 1,.-»'65. 554) . `Ltltf.'L»INE= { 1&53.7`50> S,-..jR" _OW PROCESS FROM NUDE 34-B!, 5-3TOi�i?DE 3600.C15 13 -` CODE - v NODE -2600441a icier EL'VA-I'-'N - 1254. 89 ---------------------------------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA) FLOW - 536.51 CFS PIPE DiAMETE R = 90.00 INCHES ='T�'E LENGTH = 113.52 FEET MANNINUS N = .01300 ENTRAL ANGLE = 51.000 DEGREES S3iiRE FLOW AREA - 44.179 SuUA+qE FEET =LOW VELCOCITY = 12.14 FEET PER SECOND Y HEAD = 2.290 :END COEFFICIENT(KS) - .1832 M;= uB r VE._�1i�:ITY HELD) - f . 13 3) * { 2. 2'911) - .431 ANCE FACTOR = 7FJ78. 7517 FRICTI ON SLOPE(SP) _ . 0(.114831 7 ?rr�'t_iN LOSSEES = L*SF - f 113.5:')#f .0043817) - .579 05 , HGJL= { 1"E'64. 2-13> '42'06. 563>: i' i.' ii i•'%�...: isl,r'.. = { 1 C_:J4. 890) `i..owi�r;�f N' Dr- =�iG.VlaJs`J i� Nt�i..�E_ ..atJiC.�I,LJ^wJ- �tL3)~ --_5 -tii..1DE ,:,Fa00. 0E; .. .'. JLra �� 1 --------------------------------------------------------------------------------- D,QEMSSURE FLOW J.JIdi T 1"ON LOSSES: :.i!-i.-c-�,�- m ' I Af��TER ' '�`.' r� 1, i- h-` s C D r iii t_ri �EL�_.1CI 7j t".LTI-1 Hv �:.i.5 911. 00 44. 8179 11. 6669 .679 i_. 114 '-�O. 00 _• 4 1. 9 1. t.. 144 C'{i T. 0-0.:i. :J 76, `:!. t_`.:r• +�,' 1 �:l,.:i - 4 0. •L'1 0.Y: o 0 • i�1'r_ IGYI :�I • � IL 4�! 0 • U-Avl o - 2===Q5 HIDUALS BP-SILN INPUT=== I_.. .-I=F;D AND OCEh?A PIRES'85JURE FLU' :liuINCTION FORill � f= ' S I LltS)- Q4*Y4*::O)S (1)ELTA4)) / (<A1•+A2) *16. 1. ) 'j 1Al +JS R.EC'I:•3 ry'I,,,f NLAI1 :.J �ILi 0 .:%t� ;i»ST;RrSf�Iyi FRICTION -'s -OPE - . kk488 fIVE- PGE D FRICTION SLOPE IN JUNCTION I ON ASSUMED LOSS . Ic 04E,'�4 .. JP%C ION LENGTH (FEET) �' L. L• 55 FRICTION N i.-Lji'S ..'. .011 i j;v1 -r I ON LOSSES = DY+HV 1-HV:2'+ (FR I CT i iDN LOSS) + (ENTRANCE LOSSES) JUNCTION LOSSES = .3257+ 2.114- 2,.290+( .011)+( . 458) _ .617 RiODE =:600.05 , }-6L= < 1.265.06G);EGL= < 1267.181);FLOWLINE= < 1254.S':0j �:-0w p FR0ICESS ; R001 'N GJiiE 3800 05-T0 INj3T- �3i-'3s, 69 IS C I D D E rll I -..l LJE �G7,.�sx• 89!'�LIwVP•; 11C:i\� :. C,..�,J. � SJc=L 'T�a ij DJ =' +:..EULi�1'E :';d�_�,buH i=LC�i�1 'I!='E-i�E ll L t :i SES f JCErYi.�a) , ------------------------------------------------ ---- - _ __--___ ` = FLOW 515.71 CFS PIPE D 1 As=11ETER = INCHES 0,0 iii: �i E Fi i_)W PR€EA - '4.1-119 c3QUA-rE F=EET 0. 04 0. 100 11. 67 ,=E'E-T C,ER :� , .r:IND 0. 14100 - HE"'D - �E' ;I . BEND `O'CliEFF FTCT EES T (K R. _ .1057 j-" �.......-. (VEi.+`Cs I Y 141 G' . 116; � • ... _ .;1_r�-EAD) tiVYF„r, FAGTCK CT I u. Nc: 678. 7'7 F i '- S4 L j -C (fi=) •- 0,045+iO3 ;1 .= ~ 3t,38. 6 9 . H G L b5. wF 4? „ Ei;=i_- < 1 c`-iJ7. '.-:t'_VI) ; i= Lt.: w- L I INE- 5 - SS t't?!_.M I`. U::7 :h,: . Li _ [ 1r'.--? 0 --. , -�._.. Nt"IDE 41x121. 17 11:!58. 9 �EG+L ?C 1 iv4 't' ?.L I'= i 11,,%� I Ii i� s_ I_,yj)-__.--_ _�_---_--_ 51.5.71 lFS PIPE fil l IE'"Erc - `;0.071 INCHES =- 02" K) **2 = ( ( 515.71M 7675. 7":17)) #•I 2 = .10045. -LOS -' =L *SF - ( 382. ESI) x ( lL 045 i �1��'!) - 1.724 !??F 4021. 17 . Hlai_ < 1 "167. 188) ; EGL= ( 1269. •.:;0"14} ; FLOWL I INE = < I c"58. 9 --O J URE FLOW PROCESS FROil fN,ODE 4021. 3.7 10 NODE -�4&k 5. B4 -z5 -CODE _ _" _ NOD -'-- 40255. 64 E ---VAT ION - 55. S8 -------------------------------------------------------------------------------- :...iaLiLATE PRE66L:R= FLOW JUNC-10IN LOSSES-. 1T C' -'1)R13 E lD.i(:as'i1ET ER Ei;R;EA ViEL01�'1T1' SJc=L 'T�a ij 0,0 Y. 4 0. 04 0. 100 0. 040 0 0I. 014'.0 0. 14100 - ._. !>titw 'L.i- -• .!�'_i -.'i �_i~✓..i'1�=-+i j-" �.......-. v'I 0i: °1A r'' F1E Iis i1Y='`.'sR'iEi)i--lam?1 1J1 I�ili(?iE!_1 f1)-i,;�lE LIS34OS?(DELTP3)- .,;i•ar'iLl.fil'DS El 1-i4! i ( iP1+.H;^') •)E•1+:-,. 1.) I - .- -: sI r: 1111Rf.J 'v 17'7 V - 0 -'jpV[ .. T, ::-4M �• i:' ., ;_ l.I\i CA -M;,,€: - I00 f •�'; ! 1 .a1,IRri' 6=11: � 'I..iIV fi[_I'i1='F H•J = �" J '1Z :.,T `t 1.. .,.?\I 1_i)-'E.I''i .?til,ii,'T ll_JI�i 1 �i=l._Jtr:r;l� I�: 4Jl03-25 U ny ,-E.itia G i' H (FEET) - L FRICTION i.1*jf: I J1*1 LOSSES = . 01212. MANHOLE- !..I_;S-SES - 106 if.,',yC 1t.N LOSSES = t,'Y'1'HVI-HV2+(FRIC ICjN LOSS)+(E1N RANL:E LO'S"BE`J') ,fut:a t.�i i 1 1-I IBES = . 479+ 1. 634- 2. 11 G+ ( .018)+( 0. 0,0 0) - 124 ;.ODE, 4125. 84 . HGL= { 1267. 793> :EGL= t 1269.428> ;FLOWL INE= ( L2b8. 980 i'DRES7URE 1 -LOW ' PROCESS FROM -NODE^�41L4i=J. , 5- � (]-INODE -43.37. 5=1 S t..rO`vE��_.=i==_... ..a 7 . � tJ 1 J "STREAM AM � ��DE' 4337. 65 ELEVAT I ON = i. j:h 1. 96 I_»C:_JLA1-E PRESSURE F'_=iW FRICTION L.10,81SES (L ACi=CD) . -------------------- ,•'It=IE FLOW = 515. 71 CFS PIPE DIAMETER = 96-00 00 INCHES 1�.1 i r.�ET 312-01 iIr••tr_. ` ,INN I AIDS IN _ (Q. / !'fie) **2 I 515.71M = . 0031 970 9t�Ij1 . ''r 6 E a3 �f HGL= ( 1268. 91>;I=G = J .e{' --rt. 425`0�1 UlWi I" E= {� •j J . 1-LI..:''N ASSUMPTION 43G�fl �-t ` T3 L' 'L � V ^'i��._•� L , 0 i -i- ),J U �! HIS riht i HEAD USING 9,-)FFI-, Cl'i%i-1"ROL _ �.. i9 4%'-'".,367. i-45 . HGL= { 1269. `961'3> ; C.{.71._ l 1271. 61, -=5> , _ 1 . 7.80 �..�RET,I.. PROCESS F�{1_i it�VIDE .[.1'.'a.::/wit._-__E-�;F II_lj,'r�7. v.J i. 7t_iJ?}E DE 4337. 5 c -r- v'AT LANI - 1. _6 1 . ' i8 l_:�.......i•-I �^ r-' ��;�-=,1 (:C; Fi-L1yJ .��.Ji�laT T t_Itii LU_�`iF.S D,'..=i:)-:i"'1RCE DIAL*;ETER AREA VEL_OC--ITY DELTA Fiv -Ii54. 1 19 h/. 0.0 30. 2S6 10. oi:9 0. 0;;1v1 1. 5 :,: _• 51,":+. 7 96. 00 510. 266 10. !:160 __ i . 634 00 2'. 405 4. 214 4 1l1. vi 0-. I/;100 000 0,: .::::w i',lr E1.s?liALS E4,4S fv .1. (.. i.) �_Ii.�Wi*'A rt{~�aLJi�t FL 1_;W _f_�ICTIiOIN F i...'N;�'.t.1LFiE L}, C.i.)a L.1_ o ( Dc L •v: �I }�'t.%L;. IC �.W'•_'1. l Li�l._T�•'7) ) / ` (!•' i+f42) L6. 1 ) ST �E ;��I i ICdrv1 �it3S rd = .01300 S 'ICTION SLOPE .00306 ,.!CWNSTKEAM FRICTION SLOPE = .00320 -'v=."C #%i L) L,l ZLJ�i SLOPE ,IN JUNCT1�t� Fi�r'-�jlf`dJ �!.� . ii71LE�1 1JN i ION LENNGTH (FEET) - 1. 514) F R IC 1»Ii?N i._OBS - . 0105 ;T'i=1,NH'GL_E LOSSES GREATER THHIN T1 ;CliIPSON MOrTIEN UM LOSSES, :!C'•;=.NT1 IM LOGS -ES = . 07.3 MANHOLE LOSSES = �c = Dte'f'r7Vi...l._1V2+(FR-lC 'o*tN LOSS) "!- (ENTR1✓ NCE ,- SSES'?) N, :'r ,'. 15N 145+ 1. 562- 1. E.34+ ( , ��05) ( 0. 0, O) _ _ y wQDE 4,:x..7•L i'GL= i 1 0.J.39>;E01" ( Lt'/;..70.1)'alL.CWLI;`.� fv.it:61.:'s0 `�{ESalJF1E=L_t.:1�J P'RUCr=SS ;�..Rt.3M NODE D - 4337. ,-)3 10 %Lt LtE 4444. 1! +,Z i 5 CODE - 7 N -OD- 4444. 50 _EVrl'rT,t.;`' _. i.,-' ,,_. ilf -__- : _._ ___- - 1111 _ _--_ __ __ _ _I: ., ..__i1N `_04. 13 -. FS P " E DIAMETER - � _ is •4.�� i i lil r• . .. >> mvI 1. %l! i'. -.•,i `e, _. t %4. '%u) i t :11 FYI. s_.[ #ef i 26 ` Z'F4 4. 50 a - l3_ ^ L [_ r' Vlv 465) ; EGL--. ( 1272. , ; FLOWL I NE= < 126.3. 0010) P E 3 8Us E I= LC.W AS S Ll,,', P T I ON y,-sEo us- -Iw4i_Hpi D E G L •, iOaT PRESSURE HEAD USING 50FPIT CONTROL = .54 '\,7 -:DE 4444. 50 . HGL= ( 1271. 000) ; EBL= ( 1272. 562) ; i' : Ii Nl1283.0' iQ-,l PRESSURE FLOW PROCESS FROM NODE 4444.b@ 1 0 INOIJE f 5 _.. ik S COJ-'E -Y_-5 _ .1. RHM I.11_!D!: 4450.00 EC-.,`-.YAl II_iN = I.a-a3• 0,.J P t t'E L.E!~dC'iTH = ,:_;U.AfE rR:S:LiE FLEW JU4rT;JN L-= (Q/K) 2 = LOSSES: _-__------_-____-__-------___ ,O. DISCHARGE DIAMETER AREA VL: -.i_, -JCI T Y DELTA A HV -...._------------- ASSUMPTION USED TO A17jUST HOL AND E-31_ t_u ST %'Rii SSUFE HEAD USING SGFF T 1' CONTROL = . --j Z, ,; ��+} ;;�Vi9. 74 . i-IGL= f 1 E7 ,. 0 70> :; EGL= ( 1274. 46,3'> ; FL0l,.4L L NE= (J.265.070> 28.0 30. 00 4.909 5.71E 45.000 - =� 0. VI 0. ✓III 4'). 01410 0. V Q'o 0. 01410 0.0===05 EQUALS LS BASIN INPUT=== -'f_.L) A�%D IJC�`I�A t�'%�E.�%^.�Sf,,,.j E i-L� W +J �.J �"v �.. i. �..�14 F1.�'tlTii.�L f••i 4r i:a ..l: fiy==l''4:kVC..'^Ql*Vl#COS(DEi_-i AI)--Q-3*V'._:iFCOS (DELT!• 3)_• ia.'-F •#•v'�p4L; 11 � f I'r �.L ? ,;•-)4) ) % < f �a 1'*"i•-lt.) #1 CG. .L) _ OQ;.gNS .•RY.AM MANjSiINbLim. N .01300 11...-I L I.s,li J+ 1, r• .. 1 W Ji-jN .; T 1 ON j -'S'S! m -E A) i�,73 .. G i,jN _-_NGTH(FEET) FRLi,"I rJN L..!'bS - .01G ..::i�E,; (+lSS = 1._`%C AGN LOSSES = DY+HV1-H -,'+[F R1',1 [ CtQN L. I SS) f t =.:\iT-:F-}N E LOSSES! ,-:- NC7 iL..N LOSSES - .268f f 1.::f3- 1.: 622 t . @%t3)+( 0.000) :1',E 44 Zed. X50 - 7L- ( 7 :... % 1 . 284? , EI_ _ T _ Y -T. .� _ _ - F?t_SSURE FL. -OW PROCESS FROM INLIDE 4450. 011 TO, NODE 49049, 74 jS C -j: --D - ,-.--PSREAM NODE ---------------------------------------------------------------------- 4909.74 ELEVATION = 1265.07 s'ALCULATE PRESSURE FLOW FRICTION Lf ASSES (LACFCD) ; ;;'::PE FLOW - 47F.IZ19 CF8 PIP I')TAMETER = 96� .00 TNCHES P t t'E L.E!~dC'iTH = 459.74 FEE'r i+ANNIC HS N = .01300 L-= (Q/K) 2 = f f 476. 9) : f 9:t2o. 7641 ) ##2 = . 0027247 459.74)*( , 1470272,47) = i . 53 r\oDDE 4909. 74 ------------------------------------------------------------ ; HGL•= < 1272. 5;-,7) ; EGL= < 1073. 930 ;FLCWL.INE= ( 12_65. 070) ' :ESSLfi E FLOW -...._------------- ASSUMPTION USED TO A17jUST HOL AND E-31_ t_u ST %'Rii SSUFE HEAD USING SGFF T 1' CONTROL = . --j Z, ,; ��+} ;;�Vi9. 74 . i-IGL= f 1 E7 ,. 0 70> :; EGL= ( 1274. 46,3'> ; FL0l,.4L L NE= (J.265.070> •I\'_.�3.JURE FLOW PROCESS FRUM NO )E- 4909.74 "frO ?`wt30�:.----a145'�. 16 Imo:. C 1J�1E _ �3�_.__ i. JPSTfiEAM NODE 5045. 16 rELr=.VA TION _ iZR;C•.:,. 64 PREF11 t r, r•,F-• j ND r r -- - __- .!�'?Ur?� C- .Jt�j r I,- -. i.t~Iti1J LL�J,.rF� l l.i,.:�f lrE 7t.OW - 47 6. 09 CFS PIPE Di.. AITE T ".R - 9in.00 iNCILiES CITLPE €._ENl3TH = 1.35. 4E: FEET MAN , T NOS N = .01300 C'E.N rRAI- ANI_IL-E = 39.4-30 DEGREES �'IRESSURE FLOW AREA = 5141. E66 SQUARE FEET i._t iW VELOCITY = 9.47 FEET PER SECOND VELOCITY HEAD = 1.393 BEND COEFFICIENT (KB) - .2032 .,D=KB* (VELOCITY HEAD) - ( .203)*( 1.393) - .283 ,-'IPE CONVEYANCE FACTOR = 9120. 764 FRICTION SLOPE(SF) = . 0,027247 R I CT I ON LOSSES = L*SF = ( 135.42)*( .0027247) _ .369 NODE 5045. IF, . HGL= ( 1273. 7E2).EGL= ( 7.2 7.3.1 13> : F LOWL INE = t 1265.640> F"RE''SSURE FLOW PROCESS FROM NUDE 5045. 16 "10 NODEr `505V_l. 1-6 .1S CODE -_ J____ UPSTREAM NODE 5050.16 ELEVATION = 1 67. 43 i:�= L-CI_ILATE PRESSURE Ft -OW JUNCTION LOSSES: l�? SCHARUE DIAMETER AREA Vi-LIOCI-i Y -10E Ll -A HV 1. 446. I7.f 75. 00 30.1h-.80 1.4.:_., 9 0.: 100 „ C:•: 476.1 96.00 50. (,66 9. 471 --- 00 0 0.000 4.4. 400 lit -' ===Q5 EQUALS BPS I N 1 NQ1 jT== = __r-rr.� ' CD AND L�� i MA ��RESSUKE FLOW JuNC I+�N r t � �l=11 +Lr�r� r ic,E.'? ; (0 2-,*VL-0!I*V1 *COS (DELTAI ) -Q3*V:3*COS (DE.�_TA3) - 054#V4*COS(DELTA4) ) f ( (AI4-AE) • IF,. 1) t-i,CISTREAM € OtINNINGS N = .013gfV) tii tl• NSTRF AM h+;AN€'€ I NIiS N- . rh 1. 3 tL� t-- --TREAM FRICTION SLOw,E _ .0049E: > `Ws' -4`331- REAM F;tII�TI�;x SLOPE= .4y1ii 7�:: =. Af Edi FRICTION �1t-N :'.±i_O-'E~ IN JUNCTION .�r it. �€\€ Fi.�.]:jii.i�lED A'-3. �f �`l�:_�L3+� LEE -NIS i H (FEI T) - 5.00 FRICTION _OSS . 029 .-.\l TRANCE LOSSES = o. ILIL_10 f"ji\]C-I.ION LOSSES = DY+,HVI--€-iV2+(r"RICTTOrj ."UNCTION TION LOSSES = -1.516+ 3.282- 1.393+t . '�c' 3) I ( �. i t4tli3 j _ toA: i�,I, DEW 5050. 16 . €- GL = { 1272. 235> , EGL= ( 1273. 5r;17> ; "l -014 -INE _ € 2 (7. 4, 3 - :€% OF PRESSURE FLOW HYDRAULICS PIPES SYSTEM LINE L Q !GO STA. 44+50.00 TO STA. 50 + 50.16 PRESSURE FIRE -FLOW HYDRAULICS COMPUTER PROGRAM PACKAGE (Reference: LACFD,LACRD,& OCEMA HYDRAULICS CRITERION) (C) Copyright 1982 Advanced Engineering Software LAES] Especially prepared for-: HALL & FOREMAN, INC. **********DESCRIPTION OF INDUSTRIAL AREA HYDRAULICS LINE L � * D! 1 k 0YR , STA 4450 TO 5050.16 VENK I . N, J. N 3551, 3/4/87 NOTE. STEADY FLOW HYDRAULIC HEAD -LOSS COMPUTATIONS BASED ON THE MOST CONSERVATIVE FORMULAE FROM THE CURRENT LACRD,LACFCD, AND OCEMA DESIGN MANUALS. ;DOWNSTREAM PRESSURE RIPE FLOW CONTROL DATA: NODE NUMBER = 4450.00 FLOWLINE ELEVATION = 1263.05 PIPE DIAMETER(INCH) = 96.00 RIPE FLOW(CFS) = 621.13 ASSUMED DOWNSTREAM CONTROL HGL = 1275.420 Advanced Engineering Software CAES] SERIAL No. A0483A REV. 2.2 RELEASE DATE:12/17/82 (<((<(<(((<<(<<<(<<((<<<(((((((<(<(((<>)>>>>>>)>>>>>>))>>>>>>>>>>>>>>>>>>>>> PRESSURE FLOW PROCESS FROM NODE 4450.00 TO NODE 4909.74 IS CODE = 1 UPSTREAM NODE 4909.74 ELEVATION = 1265,07 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 621.15 CFS PIPE DIAMETER = 96.00 INCHES PIPE LENGTH = 459.74 FEET MANNINGS N = .01300 SF=(U/Y.) **2 = (( 621.15)/( 9120. 764)) **2 = .0046380 HF=L*SF = ( 459. 74) * ( . 0046380) = 2.132 NODE 4909.74 : HGL= < 1277. 552> ; EGL= ( 1279. 924> ; FLOWL I NE= < 1265.070> PRESSURE FLOW PROCESS FROM NODE 4909.74 TO NODE 5045.16 IS CODE = 3 L"PSTREAM NODE ---------------------------------------------------------------------------- 5045.16 ELEVATION = 1265.64 CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): F'IPE FLOW = 621.15 CFS PIPE DIAMETER = 96.140 INCHES 'IPE LENGTH = 135.42 FEET MANNINGS N = .01300 CENTRAL ANGLE = 59.430 DEGREES PRESSURE FLOW AREA = 50.266 SQUARE FEET FLOW VELOCITY = 12.36 FEET PER SECOND VELOCITY HEAD = 2.371 BEND COEFFICIENT(KB) _ .2032 HB=KB* (VELOCITY HEAD) = t .203)*( 2. 3;71) = .482 PIPE CONVEYANCE FACTOR = 9120.764 FRICTION SLOPE(SF) _ .0046380 FRICTION LOSSES = L*SF = ( 135.42)*( .0046380) = .628 NODE 5045.16 : HGL= < 1278. 662> ; EGL= ( 1281. 033) ; FLOWL I NE= < 1265.640> PRESSURE FLOW PROCESS FROM NODE 5045.16 TO NODE- 5050.16 -IS -CODE = 5 --- UPSTREAM NODE ---------------------------------------------------------------------------- 504-9.84 ELEVATION = 1267.43 CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 583.3 75.00 30.680 19.011 0.000 5.612 2 621.2 96.1"4)0 50.266 12.357 -- 2.371 3 37.9 36.00 7.069 5.360 90.000 - 4 0.0 0.00 0.000 0.000 0.01410 - 5 0.0===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(02*V2-01*V1*COS(DELTAI)-03*V3*COS(DELTAS)- 04*V4*COS(DELTA4))/((Ai+A2)*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE _ .01526 DOWNSTREAM FRICTION SLOPE _ .00464 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00995 JUNCTION LENGTH(FEET) = 4.67 FRICTION LOSS = .050 ENTRANCE LOSSES = 0.000 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = -2.619+ 5.612- 2.371+( .050)+( 0.000) = .672 NODE 5049-84- : HGL= < 1276. 093> ; EGL= ( 1281. 705) ; FLOWLINE= < 1267.430> END OF PRESSURE FLOW HYDRAULICS PIPE SYSTEM LINE L Q25-100 STA. 05 + 88.00 TO STA. 50 + 45.16 HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 Advanced Engineering Software SAES] Especially prepared for: HALL & FOREMAN, INC. Advanced Engineering Software 1AES1 SERIAL No. A0479A REV. 2.0 RELEASE DATE:12/30/82 **********DESCRIPTION OF RESULTS*#*#####*####**######*#******#####***#*** * INDUSTRIAL AREA HYDRAULICS LINE L * 0 25--100, LINE L STA. 63. 65 TO 588 (LATERAL M 0=100YR. LINE L 0=25YR) * AHMED SHEIKH. J. N. 3551, ?/30/87 GRADUALLY VARIED FLOW PROFILE INPUT INFORMATION: ---------------------------------------------------------------------------- CHANNEL SLOPE(FEET/FEET) _ .009500 CHANNEL LENGTH(FEET) = 518.35 CONSTANT CHANNEL FLOW(CFS) = 1188.48 CONSTANT CHANNEL FRICTION FACTOR(MANNING) _ .013000 ASSUMED CHANNEL CONTROL DEPTH(FEET) = 0.00 MAXIMUM NUMBER OF INTERVALS IN PROFILE = 30 CONSTANT PIPE DIAMETER(INCHES) = 108.000 NORMAL DEPTH(FEET) = 7.19 CRITICAL DEPTH(FEET) = ----------------------------------------------------------------------------- 8.20 UPSTREAM CONTROL ASSUMED DEPTH(FT) = 8.20 GRADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: ---------------------------------------------------------------------------- DISTANCE FROM FLOWDEPTH VELOCITY SPECIFIC PRESSURE+ CONTROL(FT) (FT) (FT/SEC) ENERGY(FT) MOMENTUM(POUNDS) 0.000 8.198 19.535 14.127 59777.68 *289 8.164 19.590 14.127 53775.93 1. 166 8.131 19-647 14.129 59777.01 2. 655 8.097 19.706 14.131 59780.94 4. 780 6.064 19.765 14.134 59787.74 7.573 8.031 19.826 14.138 59797.43 11.070 7. 997 19.889 14.143 59810.04 15.313 7.964 19.952 14.149 59825.58 20.353 7.930 20.017 14.156 59844.03 26.247 7.897 20.084 14.164 59874.76 33.064 7.864 20.151 14.173 59912.51 40.882 7.830 20.220 14.183 59953.21 A,=1 7f49 7 7a7 :=i :.Q1 1A i QA =.qqq . Q1 1 .1 . I v v I . . I I -- . - I r i I. a J I - I I- - i 59.914 7.763 20.362 14.206 60043.63 71.371 7.730 20.435 14.618 60093.41 84.323 7.696 20.509 14.232 60146.26 98.964 7.663 20.585 14.247 60202.24 115.527 7.630 20.662 14.263 60261.37 134.310 7.596 20.740 14.280 60323.69 155.676 7.563 20.820 14.298 60389.23 180.110 7.529 20.901 14.317 60458.05 208.235 7.496 2'0.984 14.337 60530. 16 240.902 7.463 21.068 14.359 60605.61 279.299 7.429 21.153 14.381 60684.45 325.168 7.396 21.239 14.405 60766.71 381.192 7.362 21.328 14.430 60852.45 451.861 7.329 21.417 14.456 60941.70 518.350 7.305 21.482 14.475 61007.22 4 G9.6 �2o7-h4 114-�i1 � w,j =i�4•if•-}�##aE••3f•�k#•iE••36�R••3F••3E•#9F•3f••1f•-iF�3t##•iE•#•14•'.f•##irt•#iF####•#•�f•iF#•3F•7I••�••k?(•iF#. � kaF•k•?FSE•#�"3E•ii•##•*•######•k�E#�3f•-3E�i••il••3E# PRESSURE PIPE --FLOW HYDRAULICS COMPUTER PROGRAM PACKAGE (Reference: LAC D, LACRD, & OCEiM-A HYDRAULICS CRITERION) (C) Copyright 1962 Advanced Engineering Software SAES] Especially prepared for., HALL & FOREMAN, INC. 4+*,t*#*#a *DESCRIPTI(jN 01 F LINE L 1NDUSTRIAL AREA HYDRAULICS # 0 25YIR-IOOYR FROM si �3. OO TO 604. 00, THEN QcSYR FROM a✓c04. rc}0 1"0 5 45, l.S JI. N 3551,3/14/67 ."!OTE: STEADY FLOW HYDRAULIC MEAD -LOSS COMPUTATIONS BASED ON THE MOST LC;;a;;E , AT I VE FL�RMUL> tE FROM THE CURRENT LNG iD, i_ACFt;D, AND L?�.Ei�iA Gil Mt;IVUAL5. ? �tii:aTREAM F'RE�.. SURE PIPE "r! OW CONTROL DATA: iji i� : NUMBER MBER = 368. 00 FLOWLINE ELEVATION ION = 1212.51 __. DIAMETER(INCH) = 108.00 PIPE FLOW(CFS) — 1188.46 ;S_'L.�'IED D? WNSTREAe41 CONTROL HOL = 1x;2"0. 71!-,A 12 12 1 +s --?o = 1r't C•xwt#tp --------------- ;BUFF I T CONTROL ASSUMED AT BEGINNING OF F'IF'E SYSTEM {{Cff{{f{{fC{{CCC{{{{{((<tCCCC<C<{{(<(>>)JJJJJJ>JJ>J>>J5J}J)JJJJJ>>JJJ>>>>J3 Advanced Engineering Software EAESI SERIAL No. A0483A REV. 2.E RELEASE. DATE:12/17182 i •l 1. I { RE U F�.RO �+� !c i Y f :y 1 ._ , . k,rr, i 0 � w i�i�]I7 Grr"r4, ky>in IS Cfix71� — 5TRE( fl NtiDE G+Z'14.01-D ELEVATION — 1213. 19 ?i__0 LATE PRESSURE FLOW JUNC"l"IGN LOSSES: .Q„ DI.3)rr�i-ir:G �il'METER AREA VELOCITY DEL i i1 'r'i`d :�. '366.6 1.02.00 58.745 17.034 8.791 4.51b6 221. 9 54. 00 15. 904 13. 950 30. 1-4100 -•- 'F f'I, 1, 12). 1�0 0. r;)�. 0 I�t, kiV_ii�I >f7. k'fUlkl — rJ 0.0===05 EQUALS BASIN INPUT=== ll:=l_;D Hfa11 Lic- ;TSA PRES'8Uric Fi._OW iGiNCTION rt.J`( Ii.JL1�f= i_i:_7tll; -u!1*V1*COS(DELTA 1)--f,>!3*V3*COS(DEL 1'F13)- 0..4*V4*COS) (DEQ- T A4) ) / ( 1 ) :;i -STREAM MAINNINGS N - . 013,00 ., - WNST RE AM MANN I fNGS iN - , 12-113 0 0 t 5" A;~1 FRICTION SLOPE = . V-10813 „�i shill:'?T I' '.'.1��•1 F R I !a _ ON SI -O! -,E 00%-16 gVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS . 0859 J;%i �`wCT 7 IFIN LE NOTH ¢. FEET) = 16.00 FRICTION LOSS = .138 i :NTRONCE LOSSES = 0.000 j,--:NC,TION LOSSES = DY+HV1-HV2+(FRICTIrON LOSS)+(ENTRANCE LOSSES) rl.j>eli.,T I Uhl LOSSES = 1. 637+ 4. 506- 5. 41'x+ ( .138)+( 0. 4-00) = .861 NODE 604.00 ; HGL= < 1223. E85> ;EGL= ( 1227. 790) ;FLOWLINE= ( 1213-.190> 'Rr'4SURE FLOW PROCESS FROM NODE ---E04. 00-"1"O NODE-- 740.78 IS CODE --_3____ i- P;aTREAM NODE 740.78 ELEVATION = 1214. 65 --------------------•_---- CALCULATE PRESSURE FLOW PIPE -EMEND LOSSES (GCEMA) : FLOW = 966. 61 CF'S PIPE DIAMETER = 102.00 INCHES LENGTH = 138.78 FEET -MANN INGS N = . 01300 0 v i if�iG,LE = 38.900 DEGREES ' t�S=:,UREE FLOW AREA = 56.745 SQUAHE FEET _r W VE=LOCITY = 17.03 FEET PER SECOND = 4. 306 BEND COEFFIC.IEN-I' KB) - .2022 I "Y HEAD) 4. 51416) - .911 P f.1 -r, CCtNVEYANC E FACTOR = 140721. 156 FRICTION SLOPE(SF) - , CIO -81287 ' c ;.l:: ION LOSSES = !-.*SF = ( 138.76)*( .0081287) = 1. 12*8 F 74U1. 78 HC L= ( 1225. 320 : EGL= ( 1 iRcE,9. 830) ; FLOWL I NE= < 1214. 650 I-»I��.S� PROCESS �.rC.�J~�7 f"Rl�l'1 IV'JDE___--- _�=_�-_•-•~ 7431fir. 78 1O NODE 760.00 13 CODE = 3 ='SIRE AM NODE 780.00 ELEVATION = 1215.08 A E PRESSURE Fi-OW P11PE--•BEND LJS ES ( 11 C:E of A ------ ---------- - ) -LOW - '.:3666.61 CFS PIPE DIAMETER = 102.00 INCHES LENGTH _ 40.44 FEET MANNINGS N = .01300 \j7 1=1;=rL ANGLE = 17.163 DEGREES W3,U;RE FL.I:.�W AREA = 56.745 SGIUARE FEET 71 -DW t�rLOCIT'Y = 17.03 --EET PER SECOND �-QC:I'I !iPAD = 4. 506 BEND COEFFICIENT(KB) _ . 10:32: (VELOCITY HEAD) _ ( .109) * ( 4. 506) = . 492: 'IT -1E CONVEYANCE FACTOR = 10721.156 FRICTION SLOPE (SF) _ .0081287 r R I CT I ON LOSSES = L*SF = { 40.44) * ( . I�k"r81287) _ . ?,� 3 780. Ord : HGL = ( 1&26. 145> ; EGL= < 3.230. 65r1r> ; FLOWLIINE= < 1215. @80) FLOW PROCESS FROM NUDE 780.00 CO NUDE. ''356. 05 IS CODE i_ ,SI"REAM MODE 956.05 ELEVATION = 1216.93 ______-- .,ALCUL ATE PRESSURE FLOW PIPE -BEND LOSSES (OCEmA) : - ..-'OE FLOW - 966.61 CFS P I r'c DIAMETER = 102.00 INCHES s- "�,;TFC - J. 76. kis FEET I A 114N1N'tiS N _ . 0 13 0 _ '" Pi._=aSIGE_E -- 13. 0443 D;t_uR>=ES -i'is.E i=LIDW AREA = 56.743 SL,!UAHE FEET - c, F ITY = 1"?. uta FEET PER ai CO?vD = 4.506 BEND COEFFICIENT(KB) _ .0952: (VE...JOCITY urAD) -- ( ,095)*( 4.5067 - .429 :NVE-ANC:E FACTOR = 10721. 156 FRILTIUN SLOPE(SF)_ .0081287 04.81287) 1.4.31 jD E '9,56. 05 . H.GL= ( 12; 8. k 05) ; EGL= < 1 x 32:. 510 : FLOWL I NE= < 1216.930> ============================================================================ PRESSURE FLOW PROCESS FROM NODE 956.05 TO NODE 1035.010 IS CODE = 3 � PSTREAM ____________________________________________________________________________ NODE 1035.00 ELEVATION = 1217.83 16.793 '-ALATE PRESSURE FLGW PlPE-BEND LOSSES(OCENA): P�PE FLOW = 966.61 CFS PIPE DIAMETER = 102.00 INCHES r�,"2 LENGTH = 78.95 FEET MANNINGS N = .01300 CENTRAL ANGLE = 2.360 DEGREES �RE8SU�E FLOW AREA = 56.745 SQUARE FEET FLOW VELOCITY = 17.03 FEET PER SECOND VELOC�TY HEAD = 4.506 BEND COEFFICIENT(KB) = .0405 HB=KB*(VELOCITY HEAD) = ( .040)*( 4.506) = .182 ::'TPE CONVEYANCE FACTOR = 10721.156 FRICTION SLOPE(SF) = .0081267 -7RICTION LOSSES = !-*SF = ( 78.95)*( .0081287) = .642 NUDE 1035.00 : HGL= ( < 1233.334>;FLOWLINE= ( 1217.830} ============================================================================ PRESSURE FLOW PROCESS FROM NODE 1035.00 TO NUDE 1040.00 IS CODE = 5 UPSTREAM NODE 1040.00 ELEVATION = 1217.87 ____________________________________________________________________________ CP.LCULATE PRESSURE FLOW JUNCTION LOSSES: �O. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 952.9 1v V 56.745 16.793 .1313 4.379 2 966.G 102.@0 56.745 17.034 -- 4.506 3 13,7 24.00 3.142 4.358 60.0@0 - 4 Q.� 0.00 0.01".10 0.Nm0 Q.0@0 - 5 0.0===05 EQUALS BASIN lN�U7=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: OY=(Q2*V2-Q1*V1*COS(DELTA1)-Q3*V3*COS(DELTA3)- O4*V4*COS(DELTA4))/((A1+A2)*16.1> 11 TMANNINGS N = .01300 �]�NGTREAN MANNINGS N = .01300 REAM FRICTION SLOPE = .00790 STREPiM FRICTION SLOPE = .00813 'V -?AGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00601 -`/uCTION LENGTH (FEET) = 5.00 FRICTION LOSS = .04QI �N7RANCE LOSSES = 0.000 LOSSES GREATER THAN THOMPSON MOMENTUM LOSSES �U�ENTUM LOSSES = .110 MANHOLE LOSSES = .225 ,71jNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = .237+ 4.379- 4.506+( .040)+( 0.@00) = .265 nODE 1040.00 : HGL= < 1229.221>;E8L= < 1233.600>:FLOWLINE= < 1217.870> �RESSURE FLOW PROCESS FROM NODE 1040.00 TO NODE 1232.37 IS CODE = 3 i-:lSTREAM NODE 1232.37 ELEVATION = 1219.32 _________________________________________________________________ CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): ",1PE FLOW = 952.92 CFS PIPE DIAMETER = 102.00 INCHES �IPE LENGTH = 192.37 FEET MANNINGS N = .01300 "ENTRAL ANGLE = 5.740 DECREES ���SSURE FLOW AREA = 56.745 SQUARE FEET �LOW VELOCITY = 1.6.79 FEET PER SECOND uELO�I�� HEAD = 4.379 BEND COEFFICIENT(KB) = .0631 /+9=K8*(VELOCITY HEAD) = ( .,"7:63)*( 4.379) = .276 [P -E CONVEYANCE FACTOR = 10721.156 FRICTIi,'JN SLOPE(SF) 0079000 �Rl�TION LOSSES = L*SF = ( 192.37>*( .0079000) %0,DE 1232.37 - HGL= < 1231.017>;EGL= < 1235.396>;FLOWLINE= < 1219.32N0 P, r: :h;' E-3 ! ;:; 3D _; O ;:IUl1t 1397.67 11"3" L. JL) _.f�W rki_'. C � h=:'K_ I��.JE dC.w�..�! 8 i REAi� Nt.)DE 1397. 97. 67 =.L EVA I u'ra - ). ���:•_. 4 ; __ r.�t-1L1 Ai' ���M'�;MLiRt_ ;FLOW PIPE -BEND LIJSSES ( 01 Ei4;A) _ ---- r}=.. t= .wIW -952.92 Cr'a PIPE DiAC,,E'TEIt - 1!c'!2. x:10 INCHES L.FEP.tG i! 165. 30 FEET ;1IaNN1NGS N = . 01:3:00 _ -N I ��r�L (-}f��sl._ - !.2. ,C. 4 DEQ DEGREES �R =LOW �i<EA •-• +8. 745 SG!Ui{ tE FEET V=LOCITY = 1S.79 i=EET PER SECOND TY HEAD = 4.379 BEND COEFFICIENT (KB) = . 0924 ­8=KB* (VELOCITY HEAD) - ( .092)*( 4. 379) _ .404 I'"'E C iNVEYANCE FACTOR = 10721. 156 FRICTION SLOPE(SF) _ .0079000 zR I CT I `IN LOSSES = L*SF = ( 165.30)*( .0079000) 1. 306 ,4 SDE 1337.67 : HSL= < 1232. 7`7) g ESL= < 1237. 106) ; FLOWL I NE= < 1222.430) RESSURE FLOW PROCESS FROM NODE 1397.67 TO NUDE 1402.34 IS CODE = 5 UPSTREAM NODE 1402.34 ELEVATION = 1222.93 ------------------- .;i` LCULA T E PRESSURE FLOW JUNCTION LOSSES: '�410. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 352. 9 J6. 00 50.266 1 G3. Sala 0. 000 5.581 521. 9 x 02. !Z!0 36.745 16.793 --- 4.379 3 0.0 111.00 0.0!1'0 0.0010 0.010 - 4 21.0 0.00 0.010 0.000 0. 000 - 5 0.0===Q3 EQUALS BASIN INPUT=== �; il".:FCD (AMD�i C -':.;'!A PRESSURE FLOW JUNCTION FORMULAE USED-. A_•' Y "' �J!1.-. V f. C,! L *V I *CDS ( DELTA I)-0?3*V3*COS (DELTAS) - 04*V4*I;O (DELTA4)) / ((Ai+A2) *16.1 ) PL -1 i "R.EA;{ I+IANNINGS N . 14 100 ! DOWNSTREAM MANNINGS N = .01300 FRICTION SLOPE = .,Z11092 ... GwNST ;._t=M FRICTION SLOPE = 0079 :=IVERAGE'D FRICTION SLOPE IN JUNCTION ASSUMED AS .00941 LENGTH (FEET) - 4.67 FRICTION LOSS = .044 44 L13SSES - 0. 000 �N' 31:?Li L 1...)GSE.S GREATER THAN THOMPSON iyto tlE.wI"uM LOSSES SIi:), ;L-CITUM L13E+SES = .004 MANHOLE LOSSES - .219 _': •.II T ICIN I_.!OSSES = DY+HV1-HV2+(FRICTION LOSS) + (ENT RANCE LOSSES) ji-V IC ION LOSSES - -1.197+ 3.581- 4.,,.-j79+( v)44)+( 0.000) = .263 NC*)D+_ 1402.34 . HGL= ( 1231.788> EGL= ( 12 � E= ''�'_ g 3,7. w:,6'�) ;FLOWLINL..- < i�;L.�.'O9!Z!) PtE.SSURE FLOW PROCESS FROM NODE 1402.34 TO -NODE 1750.69 IS- CODE -=-_3____ up-SiT REAM NODE 1750.89 89 ELEVATION = 1227.87 ------------- :ALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA) : : FLOW = '952.92 CFS PIPE D I AME-f'ER = `7ra. 00 INCHES ='E LENGTH = 348.55 FEET MANN I NbS N = .01300 I RAIL AN63LE= 25.902 1i DE-GREE.S��1'} t•C_ -2 -R�" FL.f_jW f-jREA = 50- 2_'66 .r.JQUAR EEI" _.i lrJ v.LLjC.t TY = 18.96 FEET PER S:- !COND i Y ;y=AD = '3. 381 BEND COEFFICIENT(RB) - .1341. Cy-_i_I'�+.":%TY I-IcHI:1J = ( 1 _;�►) * ( 5. 5�.j .') - .748 ;ONVEYANCE. FACTOR = 3L20.764 FRIGTIUN SLOPE(SF) - .0109157 ... T.C?K �.. C..:(�-I E.`.:e LA'S = l 348. 5155) * (/ . 11.l IL1��1. 4:77 1 - ._. L�05 i�. 4:7..)�. 1750 w 6.J . HSG_"• ( .i. I.`J �J. ♦J'i•4.) �. L7L= \, l;7_'41.'32'2) ' l (- I '�ffI • y N 14_'T1.•3L�.1�) TF_GWLINE= < 12 7.8f0> -'Ftr_;3.'-LJR-i F L 0 W P R 0 C E S S FROM N0DeE 175v). 69 i 0 N.0L!k--1B><2.4-; S Coli)E t.:J -T SL p� E i L ,� f� _ '..1 .� l I.. �..1-11rl �!I;'v .,.i lth�_,. +.:o4 �.�_CV-1 I '01N C..J. 3t_t..;LA'f E PRESSURE lr;E FL!;1W r= -. F E-B0,•ii:) : ' ! ^' t E I',,,,OW _ 352.92 CFS PIPE DIAMETER ER - 96. 00 INCHES PIPE s TH - � � 1. 45 FEET MA N i NGSS N = . 013 00 CENTRAL ANGLE = ,- 2. 7b4 DEGREES DRESSURE =_iW AREA `l. 266 Si ARE FEET VELOCITY __ iz�.'3t, FEET PER ECGhtU Y K AD = 3.581 BEND COEFFICIENT(RS) - ..t54`18 H 8 KB* t VrELOCI TY HL -AD) _ ( . l,551)*( 5.581) = . 842' IPE CONVEYANCE FACTOR = 9120.764 FRICTION 9i._&-,E(SF) = .0109157 FRI+C T IOIN LOSSES = L*SF - ( 51.45)*( .0109157) = .562 40DE 1802.34 . HGL= { 1E37. 745) ;EGL= ( 1243. 326) ;FLOWLINE= { 1226.590) 71RESSURE FLOW PROCESS FROM NODE 1802.34 TO NODE .181 . 34 IS -CODE _ -5 __- ° PISTREAr1 NODE 1812.34 ELEVATION = 1228.75 ^~- CALCULATE PRESSURE FLOW JUNCTION LOSSES: N10. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 869.2 6. 00 50.266 17.292 6.366 4.643 E 932.9 50.:66 18. 9558 -- :_:r. 5,,31 3 33.7 42. 00 9.621 8.70.5 50. 8;�6 - 0.0===05 EQUALS BASIN INPUT=== !..PCFCD AND OCEMA FRES'SURE FLOW JUNCTION FORMULAE USED: *V1*COS (DELTA ;.)-G!��4'•,�CC.!S(DEL!A3)- 4*V4 (DELTA4)) f ( (Ai+A2)*16. i) MF-II`t N I NGS N - 1 1k1+Zt : i._:8 RI=•; -ail FRICTION ,3LOPE - . 0,0908 0whju', REAM FRICTION SLOPE _ . '4")10'J; W FRA GE D FRICTION SLOPE IN JUNCTION ASSUMED AS .01000 J,.:NCTI`iN LENGTH (FEET) = 10.00 FRICTION LOSS = .7.00 ENTRANCE RANCE LI +SSES = 0.000 .:t'L:C! IO,q LOSSES = DY+HV1-HV:+(FRI ! ION L!_jbS)+(ENTRANCE LOSSES) 1�_,NC T I ON LOSSES = 1. 648+ 4. 643- 5. 581+ ( i . 1;f 0) +( 0. x)00) = . 81 1 ,,,!IDE 1812.34 . HGL= { L L 39. 49:.,) ;ESL ( 11x44. 1 Fj)-, LOWL I NE= ( 1228.750> PRESSURE FLOW PROCESS FROM NODE 1812.34 TO NODE --1847.61 IS -CODE = ---- - "E1" TEAM NODE 1847.61 ELEVATION = 1229.03 _�AL.CULATE PRESSURE FLOW F'IF'E -BEND LOSSES(OCEMA): --- ------ -, T. P E FLOW = 869.17 CFS PIPE DIAMETER = 96.00 INCHES --,IPE LENGTH = 35.37 FEET MANN I NbS N = .01300 .N7RAL ANGLE = 22.000 DEGREES P:' E.SSURE FLOW AREA = 50.266 SQUARE FEET VELOCITY = 17.29 FEET PER SECOND VELOCITY HEAD = 4.643 BEND COEFFICIENT(KB) = .1236 (VELOC I TY HEAD) - ( .184)*( 4. 643) = .574 r P- ;.:ONVEYANCE FACTOR = 912'0. 764 FRICTION SLOPE(SF) _ . 0090813 .=•R7;.,..1.TON Lt_iSSES = L*SF - ( •3::x.37) ( .0090813) _ .321 1847.61 . HCiL= ( 1.:_''40. 388) ;, EGL= ( 1 24-_i. �_-131r ; FLOWL I NE= '='7RESSURE FLOW PROCESS FROCK! NODE :1847.61 VO -NODE _:1847. G1 -):S CObE--_5____ U•-STPEt= M N06E 1947.61 ELEVATION = 1229.03 ^'!_C_.it_ATE PRESSURE. F.._0W JI;NIC. i IC.JN L0SSE'a.----_-__ __ ___ Nr,. DISCHARGE DIAMETER AREA VELOCITY DELTA A HV lz669.2 ':.;6. yiv) .50. 14 1. ,i811''i-- 4. 61+3 3 111.6 2 1 . 00 2.405 4. 693 r 1k. 000 - <} CA. 0 0.00 0. 000 0. 300 0. 000 - 5 0.0-===05 EQUALS BASIN INPUT=== LACFCD AND OC EMA PRESSURE +=LOW JUNCTION FORMULAE USED: )Y=(02*Vc-,-O1*V1*iCOS(DELTAI)-03*V *COS(DELTA3)- rD4*l,'4*CGS (DEL T A4) ) / ( (A1+A2) *:c 6. 1) LOPSTREHM VIANNINGS N = .01300 T%'G iNSTREAM ivlAN�iINGS N = .01300 U P ST REAM F --t I CT I ON SLOPE _ . 00884 Qt_WNSTREAM FRICTION SLOPE = .00906 HVE:RAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00896 JUNCTION LENGTH(FEET) = 1.73 FRICTION LOSS = .016 �:. -4TRANCE LOSSES = 0. 0,60 ,iANHOLE* LOSSES GREATER THAN T HOMPSON MOMENTUM LOSSES „TOMENTUM LOSSES = .126 MANHOLE LOSSES -- .232 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) .; r_ NC T I ON LOSSES = .251+ 4. 518- 4.643+( .016)+( 0. 000) _ .246 -- rODE 1847. 61 : HGL= ( 1x:40.761) ; EGL= ( 1245. 279) ; FLOWL I NE= ( 1229. 030> rCi;L1RE FLOW PROCESS FROM NODE 1847.61 ? 0 MOUE 1.8 3.65 IS CODE = 3 LJQSTREAM NODE 1893.85 ELEVATION = 1229.40 --__------------------------------------------------------------------------- E PRESSURE FLOW F' I PE-£�E NI) L> ASSES f Ot�EMf 1) i�AL.CL TL._AT =1r.r FLOW = 857.40 CFS PIPE DIAMETER = 96.00 INCHES -N-"H ; 4s,. ;-4 FE MANN I NL S N = .01300 CIE -NI -RAL qN' LE = 29.050 DEGREES :RE:S URE PLOW AREA = :f>�. t i,6 SQUARE FEETRESSURE L_OW VELOCITY = 17.06 FEET PER SECOND HEAD = 4.518 BEND COEFFICIENT(KB) _ .1420 :-:8=�.E+* (VE.LOCI.1"Y HEAD) = t . 142)*( 4.518) _ .642 [ P E CONVEYANCE FACTOR= 9120.764 FRICTION St-OPE(SF) _ .0088370 F'R I CT I O N LOSSES = L*SF = t 46.24)*( .0088370) _ . 409 •10 U F 'T 89-3. 85 . i-ITOL= ( 1 t 41. 811 > : EGL= ( 1246. 329) ; = LOWL 11NE= ( 12,29.400> .S` 'JR FLOW PROCESS FROM NODE J1.893.85 "'0 NUDE 196-0.:38 IS CODE - 1 :._!,:'S'T'REAM NOD 1`:361. 36 ELEVATIr;N = 1229.93 --------------------------------------------------------------------------- i .ALCULATE PRESSURE FLOW FRICTION LOSSES (LACFCO) : i � I OE FLOW = 857.40 CFS PIPE DIAMETER = 96.00 INCHES l i r'E LENGTH = 66.53 FEET MANN I NGS N = .01300 (Gi/ K) **2 - f t 857. 40) % f 91&,). 764) 0088370 -,F=L-*SF = f 66.53)*( .01-4188370) = .588 \QiDE 1960. 38 HGL= ( 1242. 399> ; E.GL= ( 1246. 917> ; FLuwL I NE= ( 122-9.930) PRESSURE FLOWPROCESSFROM NODE 1960. 38 TONODE c114.64 IS CODE _ :;-SI ;E I=M NODE 2114.64 ELEVATION - 1231.1.6 ----------------------------------------------------------------------------- i.LCSSHUTE M{E"FNa1LEES(OIt*U=i) . _ F •.. OW 857.40 CFS l'"IPE D l AMETER = 96.00 INCHES PIPE LENGTH - 154.f-6 FEET MANN I NbS N= .013300 -RESGURE FL0W AREA = 50.266 SQUARE FEET _!DW iiEL r�;L; I "i"'� = 17. 06 FEET ;,'ER S; -'j --,,OND ,y _i_UC:T:TY EiiWHU = 4.518 DEI�+fO COEFFICIENT(KB) _ 885 - i=:; ;#(V� +:(a i� _'�iU) = i . ��8)*f 4. 51,81) - .4�)0 _,IPE CONVEYANCE FACTOR = 9120. 764 FRICTION SLOPE (SF) _ .0088370 -'RIC"I':iON L "; 33 SES = L*Ssw = ( 154. 6)*f .0088370) _ x..3:-,3 N "aOI)r.. 2114.64 - imiaL= ( i244. 181c_) :EII-L'= c 12'-+8.88x1) . FLOW I..1114 = f it-31..164c)i �.AC'Jl:C0 AND OCEMA PRESSURE FLUW J+ UNCTION FORMULAE USED: Y= (t:?2*V2-01*V1#+_;i;S (DEL . H1) -Q.,3 +'V3*C OS (DE=LTA,3) - i,!4*V4*C0S(OEL":"A4)); ((A1+AE)*16.1) . �j j ;=t;=W IfIANN I NGS fN - . OIL vii CFS _ OWNSTRE AM MANN I NLS N = .01300 1,;. -,STREAM FRICTION SLOPE - .00917 )OWNSTREAM FRICTION SLOPE = .04932 I iVERAiBE_D FRICTION SLOPE IN JUNCTION ASSUMED AS .00925 09E5i IUNCTION LENGTH(FEET) = 1.50 FRICTION LOSS = .014 =,`k-RHNi_,E LOSSES = 0.000 YiAN HOLE LOSSES GREATER THAN T HOMPSON MOMENTUM LOSSES OMENTUM LOSSES = .069 MANHOLE LOSSES - .219 l.1NCT I ON LOSSES = DY+HV 1--HV2+ (FRICTION LUSS) -+- (ENTRANC.;E LOSSES) i.)NGT i ON LOSSES = . 1:39+ 4. 303- 4..,:,74+ ( .014) + ( '1-4).�. Okl0) - .233 �t i1JE '2258.70 . HGL= ( 1 w4 7. 64O> ; EGL= ( 1251. '34.37 : FL`WL INE- ( 1233.870) -`ESSURE FLOW ;='ROCESS FRUM NO ;:25$. i i4l i'O NC DI---, `,c. k'0 -.i S-COUET_- -�- -_- ,•-'STREAM N.0,1)E. 2292. 00 ELEVAI*ICi iN = Ic,34' . 63 i!.L'aULt�+"t= 'itc.SliRF FLOW �'I�='��-i+Ei'aL+ L_ iaSc:i(Clt�:=`illi) . -----_ __.__ FLOW - 735. 45 CFS PIPE, DIAMETER `�Y. ^ (0. 1)+�+/�IN INCHES % Y't : LI:.. V R'If � _•• •�+.A a 30 r wL.T l 1�'1! MS;I I NG9 N = • 1 3oib �i T RF;L ANGLE= = '2'1.200 OrLC GREEwS _.':+ _.,r ;-i-..C�W iR6.A - �Fs+'a 17� k7'.�EIJI"r`ct_ t-FCi- t_1 W VrLD ITY = E.. E5 + 7 1F. 3+ti ; _ 741.3 901. 00 4%•a 179 1E. 7833 -- 4..,74 :3 6.0 6:1. 00 2.405 2. 495 74. 6�_,)O - -F 3+. 0 0.00 0. 000 0. oc-1 �1 0. ��v_ 0 - C 5 0.0===05 =.t.>!UALS Bi -IS I N INPUT=== ELEVA I' I ON - :; �-:34.63 �.AC'Jl:C0 AND OCEMA PRESSURE FLUW J+ UNCTION FORMULAE USED: Y= (t:?2*V2-01*V1#+_;i;S (DEL . H1) -Q.,3 +'V3*C OS (DE=LTA,3) - i,!4*V4*C0S(OEL":"A4)); ((A1+AE)*16.1) . �j j ;=t;=W IfIANN I NGS fN - . OIL vii CFS _ OWNSTRE AM MANN I NLS N = .01300 1,;. -,STREAM FRICTION SLOPE - .00917 )OWNSTREAM FRICTION SLOPE = .04932 I iVERAiBE_D FRICTION SLOPE IN JUNCTION ASSUMED AS .00925 09E5i IUNCTION LENGTH(FEET) = 1.50 FRICTION LOSS = .014 =,`k-RHNi_,E LOSSES = 0.000 YiAN HOLE LOSSES GREATER THAN T HOMPSON MOMENTUM LOSSES OMENTUM LOSSES = .069 MANHOLE LOSSES - .219 l.1NCT I ON LOSSES = DY+HV 1--HV2+ (FRICTION LUSS) -+- (ENTRANC.;E LOSSES) i.)NGT i ON LOSSES = . 1:39+ 4. 303- 4..,:,74+ ( .014) + ( '1-4).�. Okl0) - .233 �t i1JE '2258.70 . HGL= ( 1 w4 7. 64O> ; EGL= ( 1251. '34.37 : FL`WL INE- ( 1233.870) -`ESSURE FLOW ;='ROCESS FRUM NO ;:25$. i i4l i'O NC DI---, `,c. k'0 -.i S-COUET_- -�- -_- ,•-'STREAM N.0,1)E. 2292. 00 ELEVAI*ICi iN = Ic,34' . 63 i!.L'aULt�+"t= 'itc.SliRF FLOW �'I�='��-i+Ei'aL+ L_ iaSc:i(Clt�:=`illi) . -----_ __.__ FLOW - 735. 45 CFS PIPE, DIAMETER `�Y. ^ (0. 1)+�+/�IN INCHES % Y't : LI:.. V R'If � _•• •�+.A a 30 r wL.T l 1�'1! MS;I I NG9 N = • 1 3oib �i T RF;L ANGLE= = '2'1.200 OrLC GREEwS _.':+ _.,r ;-i-..C�W iR6.A - �Fs+'a 17� k7'.�EIJI"r`ct_ t-FCi- t_1 W VrLD ITY = E.. E5 FEET PER SECOND _.i__CITY HE:s-1D - 1F. 3+ti ; +Fr41) C+�iEr;+IC IErb;'(i) :1 `B =VB* (VELOCITY HEAD) _ ( 121.) 4. 303) _ a;�6: P�:i^d+�'i-:v ,' GE' FraCTiIR - 7G 7 . 7' 7 E:; Ti:'� _lid ::;;._CsP'. (`3=) - .0 s�i917 3 LJ Q 1EGL=C Li_:ri=:. 771 ; i'i....i..lwL-.I NE= C i.:-.3 630 Ft ;:W r'RCiijiraS FROM N'OD " 2'-i`:32. 00 TtJIii iiL+,W_ j,^, �i�l- 1" _COD P'di_+DE 2292.4141 ELEVA I' I ON - :; �-:34.63 1.:-iiiXULA!E PRESSURE FLOW ___-____-__-.___ JUNCTION LOSSES: `oi. T) 9_,=:HAR6E DIAmETER AREA VELOCITY lil LTA HI 71'x. 5 9000 44.179 16.287 0.:''�+ILt0 4. 11 '. 7:35.5 90. kt 44.179 16,. 6,47 - - 4. 303 15.9 33.010 5. 940 2. Grit !9. 50'•A - 4 0. O ll+. 00 0. 000 0. oloo 0. k'ivio =5 0.0===Q5 EQUALS BASIN lNPU7 =-- _.i=:�_;�%i) A,, -l:+ OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: /_ils?t Fil-1,i1V1.+1�1a(JC:_-l_T13,)-'i5;y,*V3bCtlS(1ScLT1i 1) I,!=};e•Wri•;#•I.:f.J'a (L�r;.L.'� i-i�+J) ;` (f ail •i-t-ii�} �E•.tE. 1 ) N - .4I 1.•_�411%i iy!i- ,,,N I P� ri:a rq - .ILS .1 1+1?it1 I PE .00,878 61 ER -OPE _ , 00917 7 '%A ri ED -R I CT 10 i i_i Jf'E :i4 Ur`VCI T0IN Ai:;S.iria t.lJ ION Lt=.i.417i;-i(FEET) - � c G _ ,. .5 c. 7...r r= R 1 ,' T%1N Li.i�.�S . X'+�=�� "'•ti;� !_I,c. LOOSSES G RE:A i PER 1. fi-N !'HC'iiyJP", i N t' N 4 f `y LOSSES ai i-.:. •:7-.� r'..rriit�t-i(-}L(, L-Tt�7E9 - . 2.L .JM) + i� v€ �.rL_e��r�1j-4 +e?LLANL:�l J LJivC � TON U.tsJt7 C.N '- • ,�JY W�€- 4r .L �. '�- 4. vl�s3 �' \ • 0;- 5) 1 ( V1. Y`�'[0) .240 I3D"- L`.. 1.. �.=.• 00 • I {L}L= \ 1248.:792> ,EGL = \ 1!:.:_;Ja 011> A- l..i_WL 1NEE= \ 12.34. 630> L' -"W F' ?UCC`,`a t l;Om N11Dt�' L:t:' i �. 4 Gi I .� ;tt� i /{= i -2 3o kl [? IS CCUDE ! k_f-'�=�"{�ri,11 4r iir s'.'.:.�0 iLk� �;LEVAT IU;N -' aC. ,.�4'�%7 ,A CUL AI E RESSURE FLOW PIPE -BEND LuS E- C Oi�:EMH i• !3.3 CS Fi.t�'. F1 0W = € I-'Lif ,i%HFS -,.i�-'E LENGTH = 15.06 FEET MANNi.N&S N = .01300 �::ENT;�tL ANGLE _r 6s1� DEGREES .PRESSURE FLOW AREA = 44.179 SQUARE FEET !_i.lW VELOCITY = 16.29 FEET PER SECOND VEL13CIT"Y HEAD = 4.119 LEND CUEFFICIENIT (M,S} _ ,0816 a=e,B* CVELUCITY HE082)AL} 82) * C 4. 11'x) = .,j 36 -:,.1 'E CONVEYANCE FACTOR 7678. 797 FRICTION SLOPE(SF) _ , 0087803 4-;C- 'IGN LOSSES = L*SF - C 15. 06} * (i.087803) - .13E `i, -JD 3/07. 1'4)6 a HGL= ( 1249.361) ;EGL= f ].2=.13. 48x5) ;FL_(_1WLINE= C 1234.•970) Fl_(.1W ,'- ROCE-SS FROM NODE 1-0 N O'b-r 246 7. ftO t S CODE lyiODE 0:487. 6 0 E- i - E V A 1• I L N -- 1. �:44n. J `+ ------------------------------------------------------------------------- -r.-'__A':" - PRESSURE: FLOW FRICI ION LOSSES (!"P+ FCD), . i laW - 719. 53 CFS i' i r, - 4:10. 001 11'1 C H E S =`t=: 1-,cLN'G'1'H - 254. 9� 8 F E; --T =1ANN:r.NGS N - . 01-;0 ;F-- 1K) **C: = C ( 7',9.53)/( 7818. 73 7} =L -:k ---3F ^ t 254. 98 ) 3'r C .0087303) 2487. s.a0 . HiaL_. ( 1.--'3I.:C_C.'I_.= 718) :FL..O. 41 1NE= � 12:'40. 740.) P1 SURE -%_OW PROCESS FFiZI. M N01ir- 2467. 0 ;.�+- ``-_� --- _� / I U J1iE:. ._4`�,.�. +7 ,..r 1.: JirE �._ "•:'•".-r- i t Dc. ,'.Z��i s:.. 4! ; ILCUL..i-.i c �-' ;`-;link. r=1 !civ I+1�lL;h i�1.__ �.ljSSk:�i �i_Fi�:F�:i* . W -• 719. 53 CFS w' I: 'E LAim r= T)=R - : 0. ,! .zNL;r i? .: ,�,;,__7•`�L.i�tiC. }'I OW REA - 44. 1 793 -`_ UiJF`IRE !6.29 FEET PER SECS%D V•:-: OCI. TY +E:HU - 4. 1 ,i '3*�ELOr�� �'k Lri) Y) 4. 119/ LMr \: DE :4'92.47 . -GL t 1251. 81415) ld40.6Lvb :Z SSUFtE FLOW PROCESS FROM NOCE. 2492.47 TO NODE. 2877. 93 IS CODE = 1 -- .- S {"REF= M NUDE. 2877. 93 ELEVATION = 1246.51 ,-k-j._l.i..1L_M - r'FtESS� iRE FLOW FRICTION LLaSSE (L_H(-F IrD } : Lam,E FLOW - 719.53 CFS PIPE DIAMETER = 90.00 INCHES P r D * LENGTH - 383.46 FEET MANN I NOS N ^ , Q) 13ti7,0 is== i.I".�/F:l #:k t° - ( ( _ ..`1 } 4 rG%9.7':.j7} }�.n8 = �l0u760�i Jlel. rj7!'.'t3 f+���L= { i.d55. 1'::O y=L7L ( 1�::�i' Yj'il F -L -D3 -Z"tOCESS FROM NULL 817. _i !'i j". -1.1_ _ _ '8a5.93 ELEVATION -- 1246.62 L,; i -_i -i TE r i"fGS.7 LJ I'1C r'r. L_iJW :l UN CTlUli L. Ci.?ISC:'. i o,-iCf. DI;a'':HAR,GE DIAM TE -R AREA VEL-OCI I Y DELTA HV J. JL.. ._.-ii_i•-lsi: �i l`i1V Ci.EPPI.A, PRW_:-jSURE l ._.LYS+ J-. �iyC TON FORMULAE L1�EI)a :i i = (f- 2*Vi.: "".i-' �+ *V I *CCJ l DEL rA 1) -�f;!3*V:.5* COS (DE.L T A3) - G:4*V4*;-rOS' ( n LTA4)) ! ( (AI+A2- 1F 16. 1 ) STi ="AM i" f�NNIN68 N - , 01300 ')WN-5Tr*RHi);*i fnFiNiVINGS irk - .0131110 -'STREAM FRICTION SLOPE = . Q10773 XDWNSTREAM FRICTION SLOPE _ .00878 r �VERA13ED FRICTION SLOPE IN JUNCTION ASSUMED AS .14 825 ,.`, --'C; T I i13N LENGTH(FEET) = 8. OVA FRICTION LOSS = .066 ENTRANCE LOSSES = 0.000 ,P.JiNCTION LOSSES = DY+HV1-HV.*:+•(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = .785+ 3.624- 4.119+( .066)+( 0. k'hk 0) _ .357 NODE 2885. 93 : HGL= ( 1256. 041) ; EGL= < 1259. 666) ; FLOWL I NE= ( 1.246.620) PRESSURE FLOW PROCESS FROM NODE 2885.9,._, TO NODE 3174.40 IS CODE = 1 UPSTREAM NODE 3174.40 ELEVATION = 12-50.08 _.....--------- - -- -------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 674.95 CFS PIPE DIAMETER = 90.00 INCHES PIPE LENGTH = 288.47 FEET MANNINCS N = .01300 SF= (Q /I :) **2 = (( 674.95)/( 7679. 7'37)) **2 = . 0077260 HF=L*SF = ( 288.47)*( .0077260) = 2.229 NUDE 3174.40 : HGL= ( 1258. 270) ; EGL= ( 1261. 695) ; FLOWLINE= ( 1250.0 30) PRESSURE FLOW PROCESS FROM NODE 3174.40 TO NODE 3175.07 IS CODE = 2 'UPSTREAM NODE 3179.07 ELEVATION = 1250.14 --------------- CALCULATE PRESSURE FLOW MANHOLE LGSSES(LACFCD): PTPE FLOW = 674.95 CFS PIPE DIAMETER = 90.00 INCHES PRESSURE FLOW AREA = 44.179 `QUARE FEET FLOW VELOCITY = 15.26 FEET PIER SECOND =1j_LOCITY HEAD = 3.624 �.i'y!N = . 0 5* (V --LOC I TY HEAD) = . e,5*( 3. 624) = .181 +JL1F3179. 07 : HGL= ( 1258. 451> ;EGL= ( 126i=. 0'6> ;FL0WLI,N'E= < 12'50.140) PRESSURE FLOW _0 141 ,+-F. .I. UPSTREAM NODE _ 4'�. 6 ,_p ". + ; j. 940 l . �4_ F, ,> 0. 00.0 - 4 0. 411 00. 00 0. 0010 0. 10y_"0 0. 041141 - ::> 0 0===05 EQUALS BAS 1 i l T. N1" UT=-- ._.-ii_i•-lsi: �i l`i1V Ci.EPPI.A, PRW_:-jSURE l ._.LYS+ J-. �iyC TON FORMULAE L1�EI)a :i i = (f- 2*Vi.: "".i-' �+ *V I *CCJ l DEL rA 1) -�f;!3*V:.5* COS (DE.L T A3) - G:4*V4*;-rOS' ( n LTA4)) ! ( (AI+A2- 1F 16. 1 ) STi ="AM i" f�NNIN68 N - , 01300 ')WN-5Tr*RHi);*i fnFiNiVINGS irk - .0131110 -'STREAM FRICTION SLOPE = . Q10773 XDWNSTREAM FRICTION SLOPE _ .00878 r �VERA13ED FRICTION SLOPE IN JUNCTION ASSUMED AS .14 825 ,.`, --'C; T I i13N LENGTH(FEET) = 8. OVA FRICTION LOSS = .066 ENTRANCE LOSSES = 0.000 ,P.JiNCTION LOSSES = DY+HV1-HV.*:+•(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = .785+ 3.624- 4.119+( .066)+( 0. k'hk 0) _ .357 NODE 2885. 93 : HGL= ( 1256. 041) ; EGL= < 1259. 666) ; FLOWL I NE= ( 1.246.620) PRESSURE FLOW PROCESS FROM NODE 2885.9,._, TO NODE 3174.40 IS CODE = 1 UPSTREAM NODE 3174.40 ELEVATION = 12-50.08 _.....--------- - -- -------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 674.95 CFS PIPE DIAMETER = 90.00 INCHES PIPE LENGTH = 288.47 FEET MANNINCS N = .01300 SF= (Q /I :) **2 = (( 674.95)/( 7679. 7'37)) **2 = . 0077260 HF=L*SF = ( 288.47)*( .0077260) = 2.229 NUDE 3174.40 : HGL= ( 1258. 270) ; EGL= ( 1261. 695) ; FLOWLINE= ( 1250.0 30) PRESSURE FLOW PROCESS FROM NODE 3174.40 TO NODE 3175.07 IS CODE = 2 'UPSTREAM NODE 3179.07 ELEVATION = 1250.14 --------------- CALCULATE PRESSURE FLOW MANHOLE LGSSES(LACFCD): PTPE FLOW = 674.95 CFS PIPE DIAMETER = 90.00 INCHES PRESSURE FLOW AREA = 44.179 `QUARE FEET FLOW VELOCITY = 15.26 FEET PIER SECOND =1j_LOCITY HEAD = 3.624 �.i'y!N = . 0 5* (V --LOC I TY HEAD) = . e,5*( 3. 624) = .181 +JL1F3179. 07 : HGL= ( 1258. 451> ;EGL= ( 126i=. 0'6> ;FL0WLI,N'E= < 12'50.140) PRESSURE FLOW PROCESS FROM NODE 3179.07 10-NOUE- 3427.24 IS -CODE = 1 --^- UPSTREAM NODE 3427.24 ELEVATION = 1253.12 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): -__---- i-' I PE FLOW = 674.95 CFS PIPE DIAMETER = 'a0. 00 I LACHES PIPE LENGTH = 248.17 FEET MANNINGS N = .013-00 F,74.95)/( 767.9. 79 7)) **2 = .0077260 7- =L*Sr= - t 248.17)*( , 007 7 *:60) 1.917 X447. HGL1=( 1�:6k1.3'69> < 1253.120,> ' �65URE FLOW ASSUt= P T I Oh! USED 10 ADJUIST HSL AND EGL - ` __._______--•----- _ iHE"AD US 4 AG , _ 4-J �w-i✓C 3427. �:4 HOL= < 126 . 62 V)> 'a E -SL= ( 1t::64. 2:'4 J) LOWL INE= { .1.27511. .L i:.0) .,•IJ,.J+.11\EE FLOW �•�cOS..•ES-ig FROM I��,Ir)=.�.. .J 41.-.. ', C'4 l l�0W'f"�'�.li. �-.+��1-A� Li;'E,I-''-�- witl NODE 3467.53 ELEVATION - 12-33. 60 ..i-i;_l.�L�Li�i � c. i-'�'(E��iSLI!1�. i i-.,i_iiV !-•'lh'C:.�>;:iCltii.) i_.?J:^�:7F':_3 11.J!.�.il�l-�I . '.1 AE r�10W - 674. `,-S GFS PIPE DI:AINE i ER - '10.011-4) It'Zi E a L _*,N6T' - 40.29 FEETr-ANNI NGS N - . 0130-0 F::-1- 'NTR�IL i=ii Gi__F_ = '17. 10,0 � -"3---URE FLOW f `:r A = 44. -79 ^iyl%_F! l \i FEET i_�;•v 4'7= _iV!C ITY = 5. E E T P 3 EC1.3 NU v LC.IG�TY �h�Ai? - ;.E•�4 SZINiD l"�t;� "�1._.i .Nr(K3) (VELOC i y:-iEPD){ 10-9) f ( 3. 6'6_'4) .1395 L. ONVE YPNCE F,�C 0 R 76 73. (':i! r- R I GT.'s ON i -Z 3SESS = L•iF+,.J-"i- - ( 4v 29) .31i :i 11 i'siiJ 1-)e- .3G•rJ7. J 1. H'GL= E 1 '"; J 1. 332 6) c:� 4, 9.55 A ) ; i__ L cWL i l"iE=( 1253. J1L41% ..'RESSURE FLOW PROCESS FROM NODE -3467. 5:3 'TO NUDE_ _3481. 5W_ 44S CODE --_-.__=--__V - -_- L PS•I REAry1 NODE 346". 53 ELE VATIUN = 1 ::5:3. 75 CALCULATE PRESSURE FLOW �7UNG T I ON LOSSES n --------------------- _ O. DISCHARGE DIAMETER AREA VELOCITY DELTA i1v 1 53"S. 5 90. 00 44.179 12. 144 ;-t. 9-,t,2 675.0 9 "A. 0!-41 44.179 15.278 -- moi. rma4 3 30j. 4 48. 00 12. 56-6 11.017 ,.:i8. 067 ._ 4 0. L! 0. 0111 i%t. 11,00 0,, 1'4)110 0. Zi�lo _. •.�1 0.0===1,>5 EQUALS .'lj!'SiN i7IN L. -%•a l..f' i�L! AND Vi.` EEA i-1;,tti`..`.SSURE FLOW -JUNCTION FORMULAE tS tS " --Q;.;*', 3*C!•sS (Di.=L? A,?,) - G!4*V4'ii•C0'S (I)EL"i`r�4) i f (A I +Aj:) * l G. 1. ) l't•._.!-`ii�li�r•iNNI1`SiGS �I -• Ir..11,afE'3i(;[ ti .'.]•.� 5•a l^IT! f' !\ I L i ij.l rM 81. 1._ :•iJ- itiS T R;' .00 7G SIV_ ASE** FRTCT ION .SLI. P !N •JUrICTii_iv fi'j=i1~(l+i [.) `ij .006--'0 .4a y"��_�C i t�L_+_ TNTRANGE. L0SS,E, = 0. 000 Z '+f t� '�... CT w!r'1~<i l.._+.).''S) •i- 1 _:y .� .;-i �'sii�:.. 1l,�l:'3 =; C.:. 1 o._N l.. S.�:?:::yiJ `.^ ,!{.':f-}• -, ._..tf, +i , ._ .. r,t 1. 's •') I •t .�y y ._,.,, 3 `•+..; L/�-:. ��•ZL i? L n _J :J a �';!aL=' i. ', �_: �::.a. �~:�a�F? =.Z7 i^ \ 1 �. r_•.; _t. .i..4> � ��._•_I..tlL._ I;v 14`...- i i L:. Wil. �„ (x."1!1')) - r`E:')tJI�C ! OW PROCESS 7 4i iiT1 iL3I/E "Fij..:Jw ^ I :.� ," I._ti,i - _ �lyVl. v(' !__+• � _EJ2J- 3 CasaLCJLA-li'E PRESSURE FLOW PIPE -BEND L!CSSE;S (OCEMA) ,`'..1 E I-L.ISW = .=.36.51 Gi S PIPE DIAMETER = 9-4. 00 Itifi:;l-•'.E:S LE=NGTH - -1j;=f }dyVa.ti4 l.:::�.NTRAL ANGLE = 51.000 DEGREES , '1ESSURE FLOW AREA - 44.1-79 SQUARE FEET _0W VELOCITY = J. 14 FEET PEIR' ((5-CC,,\_ID p J }} !..`-C� i -•y, 290,.i BEND r -,D = Cir PElr .t E.-.�r 3. L•IEidi ('Li) -- r ir:'/Jl�l t`VcL OCi T Y FiE�jl�) - ( . ; as) x ( 2. 2'3o) - .431 -'.� !:E CONVEYANCE FACTOR = 1i� '� 'j .. 7S. r'_j7 r'��. !1`ri•.. iy a']L_!,'r i_(_r-) - .�:1 48817 f i_US 1:4'S;- '-' 6. w!i») '�' ' . !i.�s�il•���s %.•�i �. ! } •_. n 5 F ._..': -E,00. ..•- i f -t L7L- E1,='6'4, I_ t_r':•!�•. ,._ .a) a- .._ .++.i L.. t,� _ 1 4. 4,.l� 7).`.7 F`{1...:�%i :``�i.i lJ,;� '. L��ij..:%I. -•.J ��_ __�.-Y--`+r i-,� :.'t. .'�,�.'! j. ,�-Jul,'-_ V _------. _.._.. _ =i W'f i i .i ON c,+4. 69 ,. t.. ,..tt -�. .. -: lq l�"� i_i i•:. -,.;F i i.-i't Ci 1i 5 :0. klw) 424 �1 ;f�r V+-_ :.. 1.a•. tr i9^I � .V-.6 1-7.���.25 1 LACF�3 AND OCEIM� A P�S8UFE FLU,4 JUNCTION FRMUL�� DY=*COS (D-=L�A1)-Q3*V3*C�)S(DELTA3)- Q4*V4*CCS(D�LTA4)�/((A1+�2)*�6,1> �E­m YANNINIGS Nj = .013Q0 �OWa8TREAM MANNINt:�B W = .101300 �pSTR=AM �lCTION SLOPE = .00451 DOWNSTREAM FRICTION SLOPE = .00488 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00469 JUNCTION LENGTH(FEET) = 2.25 FRICTIUN L01-,8 = .011 �:-'NTRANCE LOSSES = .458 �UNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTR��CE L3SSEG) J�NCTION LOSSES = .325+ 2.1�4- 2.2�0+( .01l)+( .456) = .G17 �ODE 360N.05 . HGL= < 1265.067>;E01-= ( 1267.181};FLOWLINE= < 1254.8,30� ====================================================================== �;REGBUR-E FLOW PROCESS FROM NUDE' 3600.N5 TO NUDIF 3b38.89 I3 CODE = 3 ��STREA� NODE 3638.89 ELEVATIL/-N = 1255.2G CPRESSURE FLUW PIPE-8B*D LOSSES(OCEMA)- FLOW = 515.71 CFS PIPE DIAMETER = 90.00 IwCHES �[PE LENI8TH = 38.84 PEET MANNINU8 N = .01300 TRAL ANGLE = 16.100 Dc�GREE8 �i3,;_7SSURE FLOW AREA = 44.179 SQUA�E ;'7EET O� V�LOCITY = 11.67 FE�T PER S�COKD JCITY AD = [C(KB) = .1057 ITY 'j-4EAU)= ( 10 F, 2.1 6> = .224 E F�24CTUR = 7678.757 F.RICTI iDN SLZPE(SF) 104,514 05 z'RTIC 7*ION LOSSES = L*SF' = ( 38.84)*( .0045105) = .175 J638.89 : H.GL= < 1265.464>:EGL= < t267.58N>;F�G�Ll��= t2 ( 55.26v> a*�5SU�E �LOW P�OCESS FRM NOD� �6�8.89 10 mO�� +��1.z7 L9 CO{/E = z 7 R. AIA NODE ---------------------------------------------------------------------------- 4021.t7 =-i-EVATIDN jLATE p � RESSURE FLf_3W FRIC�ION L0GSES(LACFCD): FLCW = 515.71 CFS PIPE DIAMETF_-R = 9W.w0 I�CHE� LENGTH = 382.28 FE -ET NANNlNGS N = .Z13t 4N (Q/K)**2 = (( 515.71)/( 7678.797))**2 = .�0451N5 382. 26) .0N451@5) = 1.724 �ODE 4021.17 x HGL= < 1267.188>:EGL= < 1269.304}:FLOWLINE= ~=========================================================================== �"'ESSURE FLOW PROCESS �'RDM NODE 4021.17 -10 NODE 40�5.64 IB COoE = 5 .�STR�AM NODE _________________________________________________________________________ 4025.84 ELEVATION = 1258~9u ­I-CULATE PRESSURE FLOW JUNCTION LOSSES: ��. DI8CHARGE DI4ME-7ER AREA VqLO.-ITY DLTA �V � 515.7 96.W0 5�.266 ��.260 111L 000 1.6J4 � 515.7 90.0116) ++.j.79 l.673 3 0.0 0.001 N.0/Q 0.e:,, -,,N N.0m0. - 4 @.N ki.N0 LA. 0141-10 0,N00 0. 0010 - � 4).0===Q5 E��ALS BAS�W l�PUr=== PRES6U�E �/=(Q2*V2-Q1*V1*COS(D�LTAt)-�3*V3*COS(b�L�A3)- �4*V4*COS(DEL��4))/((/�l+�2>*l6.1/ ._4 lBT-, MAIN!�INGS N = .�13�� 'jl..; :•al �i;.� i�i�1�F-1M 1Ti I --f r�N it+iL�S e4 - a vS ,L ..:t k1 i�f _t •- S i R _h• M Fvf iR; C i I ON SLOPE - w'llL'f.. -e,,:} _ OG�i4S I R EPM F RI C. T I OIN ':3,L( ---'PE ,E - . 00451 AVERAGED FRICTION SwDPE IN ji__:NCTION I'i� llJlrl�.� PS „ 0.0395 1-� h1 ---T '.- T"S .; I,t,lrl. I L l_titit �.F tVl1 , ; •i >;' C:i.. l 3 _- 4.67 i- "t !. L. i .t. (.!�� ._'. 1�J.7 '^ n v'I -;"iii' ,AP -4 c i_ - S lr'S - 0. O�11k's ;r:r-:iiHOL:"_ LOSSES GREATER 1 :.1%-Iil�I i rl�?II^' jL.:i4 i�?{, i`I�C. �W _I_�Y{ I_O'jSE TOMENTUM f JM LOSSESv -.002 C. t��ri yf:-f1 � r LOSSES �i :i __.106 L 5 ao� CTI LIJ`. SES = DYa�Fly I-F-iV2 i -..i R1C 1'..rd� 4_{_�S,3 'f' f.". N f RH%f_.E L. �t���ii-9 .A L.J!`.iC IH ON LOSSES = .479f { L 1 �'$34- L2.116+( v 018)+(1f[� n (�.'t Lt M - _ / .124 l NODE 4Y 25. 84 a IHGL= \ .� 267. i 9 3/ ; EGL_ = \ l l•�.i l'�. `i R«�� i � l_I�i y\IL +. i lk«� ( .L 1 F:,8. 3aiA> .ENSURE FLOW PROCESS FRUM NODE --40i. 5. 85 I13-',4O!)E _43 7.L -k3 is couE U=='S T REAM1 NODE 4337.85 ELEVATION = 126!.98 515.71 ; ---________ __________._._.__-_ ur�_:,w=TE PRESSURE =_CW ERIUTi:7a LG��ES(LA;="D)r •-'arc iLOW515./1CFS PIPE DIAMETER =96-e7INCHES r-11 PIE LENGTH 312.01 FEETMNNT\GS f = . 01 3oO .-'3F= (@/K) :f*2 - (( 515. 7=) i ( 91L0. 764) -i .0031970 ti'=1...*SF = ( 312.0!)*( . 00319,70)y9 = . S,-)8 / J r, !NC:.' )E_ 43 '.3 (. LJ5 r t -;o �_ t J. 2E,6. 1 1 E t0 i_.^ \ 12 10. 4�:.�, FLL 'Jj- :. 44.E \ I. c--,6.�. a •J f�Y.i -• ._.:'},"?URE FLOW ASSUMPTION A7SU}PT iiN 1 . L4t D>tiy .'LG,.j8:J",f_{ _.aT -RESSU ` HEAD USING vLF-I" NODE 4337.85 . HGL( 1269.]80)a:BL= i- --+t•ii_7 rievll i1..., ii_ '.d � l l._ ! h r tJ l.'_t .} n __ �....- r 4 -- .• r r aa ` .-_3SUNE Y-Li..i'W PROCESS h.KM NODE 4,.37. b5u.....0__+``�'__.`.�.???'.+:tv-a-:7-w�s�;�. _ 'SI rt_.AM NODE --------------------------------------------------------------------------- 4337.85 = t:«',:ay . 98 L- R UNr T I..:.t .-J:.J, ES ., NO. D.. S4. hARGE DIAMETER AREA VELOCITY t�((i''}}TY DELTA HV ,_,04.1 'J6. 00 50. 1...66 10.1It. t 0. IG' io'o 4 . L_Ia - 50.7 '_sirs.w0 140.286 1 . r^:(' o -- _ 1.634 s 1 . 8 21.. k)0 _. 405 4. X3_.4 Wjt is �1 l q I[.i . 'E! N� Y� . Y Y_.,L� Y • . V 114.1 �.1 v_7 a if I y.' .f� ••- n�11 +.I i!_.ri ) AND OGEMA PRESSURE r LCW ..SLING T J.bN h (_ilYhl;.fl i -i L_'tiC:ils E `'f = (Li,r•% V2-01 *V 1 i= 0"•tF 3*C C -)S (L,tEL i-i._')-- 04*V4*iC,,-J (DELTA4)) (('AI+F42) •; !S. 1 ) L.;;=' TREAM MANNINGS N = .01300 ')O,W,NS T REAM MANNINIGS N = . 0l3OL7..1 FRICTION SLOPE - .00306 DOWNSTREAM FRICTION SLOPE = .00320 -tVE RAGED FRICTION SLOPE IN 7UNC;TiON ASSUMED AS .00313 -.UNCTION LENGTH(FEET) = 1.`o FRICTlt}N LOSS = .005 :---mTRAiNCE LOSSES = 11.5. 0-00 1=1 IHIOL_E LOSSES GREATER THPN 1"i••ia=MPISON i+!;: IrlENTUM LOSSES 'r'I..iMEN 4"UM LOSSES = .073 M:ANHOLE LOSSES _ „�. : r. .•_i�l.11l..1�1 Ll-l;-ibF:�ti+ - ./{�"r1�it-i-'�Y"a...`t+(i'i+J i.l.;1;.1.'`� LOSSES ." . 145f 1. 562 .1.. 634+1 . It::r:5)'!` ( 141n ,('!�i']•i -- . il-i 5..1 40DE 433/.65 i HGL= ( 12/0. 131) ; EOL ( 1a71. !01) PRESSURE RF• FLOW PROCESS FROM M NODS. 4337. d5 i..� ,,i1,..13J :..... -44-k4.',-!,,,l �4 -k4.-!,,,l. '_'.�.�-. UPSTREAM '.ODE 4444.50 E=.1_EVATZON -'- 1263.00 ., ---------------------------------------------------------------------- PIPE FLOW = 504.13 L. FS PIPE DIAMETER _ n'J:'Jr i�,51/,5 iN!.Hr: S RIDE LENGTH - 106.65 FE T MANN I itlGS N= .300 j = ! t.>! i r..) +rjEG _- f 604. 7.3 er ( _ 16.:0. J 64! k14_t ,14t f b1 =OriJ'c 4444. , v - z_ -'7 0. +" =e_ 127 2, 427? :=LJWL.ivE :F:. 000> ------------------------------------------------------------------------------------ F�Ei-3. ,i j'szL- FLOW AS'SUraP I i"?N :_J:ED l Q AD,IUS)T I -t -'II_ t=tINii Eli.. 'sRES`3URE HEAD US! --,'B SOFFITC: J;4'F ROL- . S4 •I..i 1J t._ 1T 44. / u'O . HtaL= ( 12 1 . Y 014).i PRESSURE PIPE -FLOW HYDRAULICS COMPUTER PROGRAM PACKAGE (Reference: LACFD,LACRD,& OCEMA HYDRAULICS CRITERION) I (C) Copyright 1982 Advanced Engineering Software [AES] Especially prepared for: HALL & FOREMAN, INC. **********DESCRIPTION OF * LATERAL B HYDRAULICS (INDUSTRIAL AREA) * 0 25 # * AHMED SHEIKH, J. N. 3551, 3/27/87 NOTE: STEADY FLOW HYDRAULIC HEAD -LOSS COMPUTATIONS BASED ON THE MOST CONSERVATIVE FORMULAE FROM THE CURRENT LACRD,LACFCD, AND OCEMA DESIGN MANUALS. DOWNSTREAM PRESSURE PIPE FLOW CONTROL DATA: NODE NUMBER = 10.35 FLOWLINE ELEVATION = 1236.15 PIPE DIAMETER(INCH) = 51.00 PIPE FLOW(CFS) = 122.72 ASSUMED DOWNSTREAM CONTROL HGL = 1245.467 <<<<((<<<<(<<<<((C<<<<(((<(<(<(t(<<(<<)>>)>)>))>>>>>>)>>>>>))>)>>>))>>>))))) Advanced Engineering Software [AES] SERIAL No. A0483A REV. 2.2 RELEASE DATE:12/17/82 PRESSURE FLOW PROCESS FROM NODE 10.35 TO NODE 77.10 IS CODE = i UPSTREAM NODE 77.10 ELEVATION = 1.236.88 -- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 122.72 CFS PIPE DIAMETER = 51.00 INCHES PIPE LENGTH = 66.75 FEET MANNINGS N = .01300 SF= (Q/K) **2 = ( ( 122.72)/( 1688. 477)) **2 = .0052825 HF=L*SF = ( 66.75)*( .0052625) = .353 NODE 77.10 HGL= < 1245. 620> ; EGL= ( 1246. 982) ; FLOWL I NE= < 1236.880> ------------------------------------- PRESSURE FLOW PROCESS FROM NODE 77.10 TO NODE 121.34 IS CODE = 3 UPSTREAM NODE 121.34 ELEVATION = 1237.37 CALCULATE PRESSURE FLOW PIPE -SEND LOSSES(OCEMA): PIPE FLOW = 122.72 CFS PIPE DIAMETER = 51.00 INCHES PIPE LENGTH = 44.24 FEET MANNINGS N = .01300 CENTRAL ANGLE = 18.770 DEGREES PRESSURE FLOW AREA = 14.186 SQUARE FEET FLOW VELOCITY = 8.65 FEET PER SECOND VELOCITY HEAD = 1.162 SEND COEFFICIENT(KS) = .1142 HS=KS*(VELOCITY HEAD) _ ( .114)*( 1.162) = .133 PIPE CONVEYANCE FACTOR = 1688.477 FRICTION SLOPE(SF) _ .0052825 FRICTION LOSSES = L*SF = ( 44.24)*( .0052825) = .234 NODE 121.34 : HGL= < 1246. 186) ; EGL= ( 1247. 348) ; FLOWLINE= t 1237.370> PRESSURE FLOW PROCESS FROM NODE 121.34 TO NODE 193.91 IS CODE = 1 UPSTREAM NODE 193.91 ELEVATION = 1238.17 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 122.72 CFS PIPE DIAMETER = 51.00 INCHES PIPE LENGTH = 72.57 FEET MANNINGS N = .01300 SF= (0/K) **2 = i ( 122.72)/( 1688. 477)) **2 = .0052825 HF=L*SF = ( 72.57)*( .0052825) = .383 NODE 193.91 HGL= ( 1246.569);EGL= < 1247.731>;FLOWLINE= ( 1238.170> PRESSURE FLOW PROCESS FROM NODE 193.99 TO NODE 198.58 IS CODE = 5 UPSTREAM NODE 198.58 ELEVATION = 1238.22 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 113.7 51.00 14.186 8.018 0.000 .998 2 122.7 51.00 14.166 8.651 -- 1.162 3 9.0 27.00 3.976 2.256 90.000 - 4 0.0 0.00 0.000 0.000 0.000 - 5 0.0===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-01*V1*COS(DELTAI)-Q3*V3*COS(DELTA3)- Q4*V4*COS(DELTA4))/((A1+A2)*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE _ .00454 DOWNSTREAM FRICTION SLOPE _ .00528 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00491 JUNCTION LENGTH(FEET) = 4.67 FRICTION LOSS = .023 ENTRANCE LOSSES = 0.000 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = .327+ .998- 1.162+( .023)+( 0.000) = .187 NODE 196.58 : HGL= ( 1246.920);EGL= < 1247.918>;FLOWLINE= ( 1238.220) PRESSURE FLOW PROCESS FROM NODE 198.58 TO NODE 459.47 IS CODE = i UPSTREAM NODE 459.47 ELEVATION = 1241.35 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 113.75 GFS PIPE DIAMETER = 51.00 INCHES PIPE LENGTH = 260.89 FEET MANNINGS N = .01300 SF= (Q/ K) **2 = t ( 113.75)/( 1688. 477)) **2 = .0045385 HF=L*SF = ( 260.89)*( .0045385) = 1.184 NODE 459.47 : HGL= ( 1248. 104> ; EGL= < 1249. 102> ; FLOWL I NE= < 1241.350> PRESSURE FLOW PROCESS FROM NODE 459.47 TO NODE 464.14 IS CODE = UPSTREAM NODE 464.14 ELEVATION = 1241.40 ------------------------------------- CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD): PIPE FLOW = 113.75 CFS PIPE DIAMETER = 51.00 INCHES PRESSURE FLOW AREA = 14.186 SQUARE FEET FLOW VELOCITY = 8.02 FEET PER SECOND VELOCITY HEAD = .998 HMN = . 05* (VELOCITY HEAD) = .05*( .998) _ .050 NODE 464.14 : HGL= ( 1248. 154> : EGL= ( 1249. 152> : FLOWL I NE= < 1241. 400) PRESSURE FLOW PROCESS FROM NODE 464.14 TO NODE 773.73 IS CODE = 1 UPSTREAM NODE 773.73 ELEVATION = 1242.95 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 113.75 CFS PIPE DIAMETER = 51.00 INCHES PIPE LENGTH = 309.59 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 113.75)/( 1688.477))**2 = .0045385 HF=L*SF = ( 309.59)*( .0045365) = 1.405 NODE 773.73 : HGL= < 1249.559> .,EGL= < 1250.557>;FLOWLINE= < 1242.950; PRESSURE FLOW PROCESS FROM NODE 773.73 TO NODE 778.46 IS CODE = 5 UPSTREAM NODE 778.46 ELEVATION = 1243.00 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 86.1 51.00 14.186 6.066 0.000 .571 2 113.7 51.00 14.186 8.018 -- .998 3 27.7 24.00 3.142 8.820 90.000 - 4 0.0 0.00 0.000 0.000 0.000 - 5 0.0===05 EQUALS BASIN INPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(Gil*VE-01*V1*COS(DELTAI)-03*V3*COS(DELTA3)- 04*V4*COS(DELTA4))/((A1+A2)*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE _ .00260 DOWNSTREAM FRICTION SLOPE _ .00454 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00357 JUNCTION LENGTH(FEET) = 4.67 FRICTION LOSS = .017 ENTRANCE LOSSES = 0.000 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = .854+ .571- .998+( .017)+( 0.000) = .444 NODE 778.46 : HGL= < 1250. 429> ; EGL= ( 1251. 001 > ; FLOWL I NE= < 1243. 0001, PRESSURE FLOW PROCESS FROM NODE 778.46 TO NODE 1000.00 iS CODE = 1 UPSTREAM NODE 1000.00 ELEVATION = 1244.11 -------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 86.06 CFS PIPE DIAMETER = 51.00 INCHES PIPE LENGTH = 221.60 FEET MANNINGS N = .01300 SF= (Q/K) **2 = ( i 86.06)/( 1688. 477)) **2 = .0025978 HF=L*SF = ( 221.60)*( .0025978) = .576 NODE 1000.00 : HGL= ( 1251. 005> ; EGL= < 1251. 576) ; FLOWL I NE= < 1244.110) PRESSURE FLOW PROCESS FROM NODE 1000.00 TO NODE 1144.83 IS CODE = 1 UPSTREAM NODE 1144.83 ELEVATION = 1244.63 ------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 86.06 CFS PIPE DIAMETER = 51.00 INCHES PIPE LENGTH = 144.63 FEET MANNINGS N = .01300 SF=(Q/K)**2 = (( 86.06)/( 1688.477))**2 = .0025976 HF=L*SF = ( 144.83)*( .0025976) = .376 NODE 1144.83 : HGL= ( 1251. 381 > ; EGL= ( 1251. 953> ; FLOWL I NE= < 1244.830> PRESSURE FLOW PROCESS FROM NODE 1144.83 TO NODE 1149.50 IS CODE = 2 UPSTREAM NODE 1149.50 ELEVATION = 1244.90 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD): PIPE FLOW = 86.06 CFS F'IPE DIAMETER = 51.00 INCHES PRESSURE FLOW AREA = 14.186 SQUARE FEET FLOW VELOCITY = 6.07 FEET PER SECOND VELOCITY HEAD = .571 HMN = . 05* (VELOCITY HEAD) = .05*( . 571) _ .029 NODE 1149.50 : HGL= ( 1251. 410> ; EGL= ( 1251. 981 > ; FLOWL I NE= ( 1244.900> PRESSURE FLOW PROCESS FROM NODE 1149.50 TO NODE 1381.31 IS CODE = 1 UPSTREAM NODE 1381.31 ELEVATION = 1246.42 ------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): RIPE FLOW = 86.06 CFS PIPE DIAMETER = 51.00 INCHES PIPE LENGTH = 231.81 FEET MANNINGS N = .01300 SF=(Q/K)**2 = t( 86.06)/( 1688.477))**2 = .0025978 HF=L*SF = ( 231.81)*( .0025978) = .602 NODE 1381.31 : HGL= < 12:52. 012> ; EGL= ( 1252. 583> ; FLOWL I NE= ( 1246.420/' PRESSURE FLOW PROCESS FROM NODE 1381.31 TO NODE 1471.25 IS CODE = 3 UPSTREAM NODE 1471.25 ELEVATION = 1247.29 ----------------------------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): PIPE FLOW = 86.06 CFS PIPE DIAMETER = 51.00 INCHES PIPE LENGTH = 89.09 FEET MANNINGS N = .01300 CENTRAL ANGLE = 38.160 DEGREES PRESSURE FLOW AREA = 14.186 SQUARE FEET FLOW VELOCITY = 6.07 FEET PER SECOND VELOCITY HEAD = .571 BEND COEFFICIENT(KB) _ .1628 HB=KB*(VELOCITY HEAD) _ ( .163)*( .571) = .093 PIPE CONVEYANCE FACTOR = 1688.477 FRICTION SLOPE(SF) _ .0025978 FRICTION LOSSES = L*SF = ( 89.09)*( .0025978) = .231 NODE 1471.25 : HGL= < 1252.3 36> ; EGL= ( 1252. 908) ; FLOWL I NE= < 1247.290> PRESSURE FLOW PROCESS FROM NODE 1471.25 TO NODE 1475.92 IS CODE = 5 UPSTREAM NODE 1475.92 ELEVATION = 1246.54 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 86.1 36.00 7.069 12.175 0.000 2.302 2 66.1 51.00 14.186 6.066 -- .571 3 0.0 0.00 0.000 0.000 0.000 - 4 0.0 0.00 0.000 0.000 0.000 - 5 0.0===05 EQUALS BASIN INPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(02*V2-01*VI*COS(DELTAI)-03*V3*COS(DELTA3)- 04*V4*COS(DELTA4))/((Ai+A2)*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE _ .01665 DOWNSTREAM FRICTION SLOPE = ,00260 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00962 JUNCTION LENGTH(FEET) = 4.67 FRICTION LOSS = .045 ENTRANCE LOSSES = 0.000 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = -1.536+ 2.302- .571+( .045)+( 0.000) = .239 NODE 1475.92 : HGL= < 1250.845) ;EGL= < 1253. 147) ;FLOWLINE= < 1248.540'i ------------------------------------------------------------------------- PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = .70 NODE 1475.92 : HGL= ( 1251. 540) ; EGL= < 1253. 842> ; FLOWLINE= ( 1248. 540) END OF PRESSURE FLOW HYDRAULICS PIPE SYSTEM xr d H t{ N n n 7f••rri; iE##•f!•##yE•jFif•�(•####*##•le•#•7f•####dF#•)f•lF#####iE#*•3f•#yE•############'3E#####9E*######�(•####### PRESSURE PIPE -FLOW HYDRAULICS COMPUTER PROGRAM PACKAGE (Reference: LACrD.LACRD,R OCEM'A HYDRAULICS CRITERION) �= � ;�###•�#�•#**##*�-�#•�•pit-##*�•�•�-*�*�*##•��•�#�t�#�t-iE#•��##�*#;��•���•*#�•�#•���#�••�•�•�a���•�#�•� (C) Copyright 1982 Advanced Engineering Software CAES7 Especially prepared for: HALL Zi FOREMAN, INC. <{<<(<{<<<<<(<<((ICC:<l((<(m< (<<<0>)>>) >)>00>0>>))))>>I" 0>))) >>>>> ******###*DESCRIPTION OF R !.yD'_STRIAL AREA HYDRAULICS LATERAL C FROM LINE L � C:' :=SYR, LAT C STA G.G. LINE L STA 3467.53 ti , I..`y. JN 3810, 5/8/87 # :t#y#•!=#�F####-iE*#####•iF-lE#�F#####•3E•##•###-�•##•iE####9E•######i!•iEyF###yf•##################### � :�- Y.'�'f#+fir'#iriF=�#######jF•##ar#####jF#####�•##*•it•#;ryE####•3F•df•#####�E####•1F####*•3i#•ft##ic#iE##�FdE N070 STEADY FLOW HYDRAULIC HEAD -LOSS COMPUTAT10i4S BASED ON THE MOST _ l4S=RVA IVE FORMULAE FROM THE CURRENT LACRD, LACFCD, AND OGEE*iA DESI3N MANUALS. ;DWNSTR=AM PRESSURE PIPE FLOC; CONTROL DATA: ' SDE P�,.l .�E i = 6.60 FLOWLINE rLEVNTI'DN - 1255.47 OTOE DIAMETER(INCH) = 48.00 PIPE FLOW (CFS) = 153.13 �—SSUNED D_%:JNS i REAM CONTROL H>>L = 1263. 260 ))))>))))))))> Advanced Engineering Software CAES1 SERIAL No. A0483A REV. 2.2 RELEASE DATE:IE/17/82 {tC{CC<{<<C((<<<((C(((<((l<l((t<(({tO>))>>)))7777>>>)))>>)>)>))))))>1))>>) ----------------------- PRESSURE FLOW PROCESS FROM NODE 6.60 TO NODE 160.63 13 CDDE = 1 =.'i REf- M NODE 160.63 ELEVATION ^ 1260.69 ------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): ;-LOW = 153. 13 E;F5 PIPE DIAMETER = 48.00 INCHES 0775 LET 04 = 174.03 FEET MANN I NGS int = .01300 3F= Q/ Q **2 = (( 153.100 -.436. 431 •)) **2 = . 01 13645 =L*SF = ( 174.03)*( .0113645) = 1.976 NODE ;.81. 63 . HGL= < 1265. 238> ; EGL= ( 1267. 544) : F LOWL I NE= ( 1260.690) -r,^ i -h 17 —r — r. IVULL- ��=185. 30 ELEVATION = 12'61.05 --------------------------------------------------- CALCULATE PRESSURE FLOW JUNCT I Off LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA 149. 6 45.00 11.045 13.547 0. 000 153.1 48.00 12.566 12.186 -- 3 3.5 18,00 1.767 1.966 90.000 4 0.0 0.00 0.000 0.000 0.000 5 0.0===05 EQUALS BASIN INFIUT=== ;_ACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY= (02*V2-Gil*V1 *COS (DELTA1)-03*V3*CCIS (DELTAS) - Q4*V4*COS(DELTA4))/((A1+A2)*16.1) i2P97RE AM MANNINGS N = .01300 ------------------ HV Cl. 810 2.306 DOWNSTREAM MANNINGS N = .01300 '_'STR=AM F=RICTION St -OPE = .01531 7'DWINIS T REAM FRICTION SLOPE _ .01136 rVCCAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01334 -rJN_T?CN LENGTH(FEET) = 4.67 FRICTION LOSS = .062 LOSSES = 0.000 0 :'` C;T i. ON LOSSES = DY+HV 1 -HVL+ (FRICTION LOSS) + (ENT,RANCE LOSSES) IJNCT I ON LOSSES = -. 423+ `. 85v - 2.306+( . 062)+( 0.000) N:71DE 185.30 : HGL= < 1264. 877'> ; EGL= ( 12:67. 727> ; FLUWL I NE= ( 1261.051-4)> - -------------------------------- >ItiESSUR= FLOW PROCESS FROM NODE 185.30 TO NODE 752.00 IS CODE = 1 :_.;P"S T R E-Ai'l NODE 752.00 ELEVATION = 1271.25 ----------------------------------------------------------------------------- C-ALCULA T E PRESSURE FLOW FRICTION LOSSES (LACFCD) : I P4- FLOW = 149.62 CFS PIPE D C AMETER = 45.00 INCHES 1PE LENGTH = 566.-/0 FEET MANNINGS N = .01300 -' = (Q. /!-,:) **2 = (( 1.49. 6;=') / ( 12:09. 335) ) *-*2 = . 01530G9 ,F=L*Sc = ( 5F,6.70)*( , 0 t 53069) = 8.674 '�QDE 752. 00 . HGL= ( 1273. 551) ; EGL= ( 1276. 401 > ; FLOWL I NE= < 1271.250> ------------------------ t r LOW ASSUMPTION ION USED TO ADJUST HOL AND EGL ST PRESSURE HEAD USING SOFFIT CONTROL = 1.45 I� E 751=. '-D 0 HGL= < 1275, k500> EOL= ( 1277. 350) F LOWLINE= < 1271.250> _' ;ASSURE FLOW PROCESS FROM NODE: 752.00 TO NODE - 757.00 I5 CODE = 5 UPSTREAM NODE 757.00 ELEVATION = 1271.33 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 133.4 48.00 X0 ,, 12.566 10.613 0. 0120 1.749 2 149.6 45.00 11.045 13.547 -- 21. as 3 16.2 24.00 3.142 5.173 60.000 - 4 0.0 1.00 0.000 0.000 0.000 - 5 0.0===Q5 EQUALS BASIN INPUT=== l. -"'lc -,FCD AND OCEMA PRESSURE FLOW JI"NCTION FORMULAE USED: DY= (C2*Vi-01 *V 1 *COS (DELTA1)--03*V3*COS (DELTAS) - 04*V4*CGS(DELTA4))/((Ai+A2)*16.1) -!PSTR=r-kvl MANNINGS N = .01301 s;OWi'JS`;: AM R�gNi-%I;\lGS N - . 01300 4, _ ' 'TcREAff! FRICTION SLOPE = .001865 �N:eJ� I rC •`_Arai 1 � 1 ION S`OPE - • 0 1531 Q' : ;RACED FRICTION SLOPE IN JUNCTION ASSUMED AS .01196 INC"' iCCN' LEND L (FEET) _ 5. 010 FRICTION LOSS - » 060 =.:IJT tii�ICE LOSSES = 0.1000 •, af'^T Te i`, t->C"CCC - T1 vi�i111-U!i•71-fCDT PTS -,4i i i,C=i... lC\i Dr, r.,i i't r r• r ti", .. 1, yr3. �..,1z l..�. • \L-.•YIrlf-IrYv_ �.rJ SJ -..l L -J, jUNC`i- I ON LOSSES = l..4'38+ 1.74-3- 2.850+( . 060) + ( 0. V)00 ) = .457 "40DE 757. 00 : Ht3L= ( 1276. 558) ; EGL= f 1278. 307) ; Fl -OWL I NE= ( 1271. 330) PRESSURE FLOW PROCESS FROM NODE 757.00 TO NODE 1097.67 IS CODE = 1 _PSTREAM NODE 1097.67 ELEVATION = 1275.15 ----------------------- -" CULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): 'IPE FLOW = 133. 37 CFS r+ I PE D I A;f^E T ER = 48, 00 I LACHES PIPE LENGTH = 340.67 FEET MANNINGS N = .01300 3F= (Q1l) **2 = (( 133.37)/( 1436. 431)) **2 = .0086208 HF=L*SF = ( 340.67)*( .0086208) = 2.937 BODE 1097.67 : NGL= < 1279. 495) ; EGL= ( 1:381. 244) ; FLOWL I NE= < 1275. 150) ''RcSL'•ORE FLOW PROCESS FROM NODE 1097.67 TO NUDE 1102.1_7 IS CODE = 5 UPSTREAM NODE 1102.27 ELEVATION = 1275.20 ----------------------------------------------------------------------------- :_ALCULATE PRESSURE FLOW JUNCTION LOSSES: \D. DISCHARGE DIAMETER AREA VELOCITY DELTA HV .433.4 541.00 14. 136 3.401 0. 000 1.,.372 133.4 48.00 12.566 10.613 -- 1.749 3 0.0 0.00 0.000 0.000 0.000 - 4 . 0 0.00 0. 0070 0. L,)L40 0b. klk}0 - 5 0.0===05 EQUALS BASIN INPUT=== ._A'rC CD PND CCE: v'A PRESSURE FLOW JUNCTION FORMULAE USED: = f t !1_*V:=-G! 1 *V i *CGS ( DELTA 1)-G!3*V3*COS (DELTAS) - v4*'-.:4*COS (DELTA4)) / ( (A1+A1_) S. 1) ,T:R+-.NlL; 1,,ANN:. NGS N .01300 r,�.,;•� F_ Ah1 ',!Ai\lf\II DIGS N - . 01310 PFT". EA �i � .. .._.., • '" _..L . -- J T. 1 Q. T.77 y. '-F _, 1 1 . •J I L. 1.5 16.00 1.767 .854 00.000 - 4 23.5 30.00 4.909 4.785 45.000 - 5 0.0===05 EQUALS BASIN INPUT=== ACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: T, = (i;,2*V2-.x,41 *V!*COS (DELTAI) -03*VC*COS (DELTAS) - Q4*V4*COS (DELTA4)) / ((A1+A2) *16.1 ) 7'S7REA'M ��ANNINGS N = .01300 M'+iSTREAM iMANNINGS N = .01300 _PSTREA:�f FRICTION SLOPE _ . 00134 DOWNSTREAM FRICTION SLOPE _ .00624 624 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00379 JiNC T O'N LENGTH (FEET) = 5.50 FRICTION LOSS = .021 ENTRANCE LOSSES = 0.000 .SNI T ION LOSSES = DY+HV 1-HV2+ (FRICTION LOSS) + ( ENTRANCE LOSSES) J.JNCT I ON LOSSES = 1.095+ .289- 1.372+( . k -i21) + ( 0.000) _ .133 NODE 1304.25 . HGL = ( 1282. 335) ;EGL= ( 1282, 724> .FLOWLINE= ( 1276.140> PRESSURE FLOW PROCESS FROM NUDE- 1304.25 TO -NODE -1466.23 IS CODE UPSTREAM AM NODE ---------------------------------------------------------------------- 1466. 23 ELEVATION = 1.276. 90 +:A _ ;L'LATE PRESSURE FLOW FRICTION LOSSES (LACFCD) : =LOW = 10,18.39 CFS PIPE DIAMETER = 63.0. I=NCHES , - ;:'E L EN+ -7TH = 161.96 FEET MA`vN I NiGS N = . 0130 0 _=7F=; ,/K) **2 = (( 108. 39) / t 2966. 316) ) **2 = . 00133;52 .0013352) _ .216 ' w-� ��•_ ..�+1�3•. �=3 GL= i-�-� 1282.551) .ECL= f 1282. 9417 :`LOWLi;uE= < 1276.900> trSti�? = F:_i W OROCESS FROM N',--,DE--1466. 23 To 0,(31'iE 1473. 23 is CODE ___=-_5____ .,',::ST,REAM NODE 1473.23; ELEVATION = 1276.97 __-__^_.,..------------------------- r'�'�i_Cl_%,-ATE-' �'FlE ���i L�i?r' FLOW JL�iNCT lUN LOSSES: DISCHARGE DIAMETER AREA VELOCITY DEL -A HV 4 100. 14)0 63.617 1. 70.4 0. 0010 . 045 3. 4 E•3 00 21. 648 5. 0.47 S 0, 0 57. 00 17.721 0.000 60. 0010 -� 4 0. 0 60. 00 19. 635 0.000 0 bks. 000 - :l 0.0===D5 EQUALS BASIN INPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: sY= (D2 *V2-01 *V i *COS (DELTAI) -03*V3*COS (DELTAS) - G4*V4*COS(DELTA4))/((A1+A2)*16.1) '�rJSTREAM MANNINGS N = .01300 DO"NS REAM MANN I NGS N - .01300 STrt -All FRICTION SLOPE _ . 00008 J!•WSTR=AM FRICTION SLOPE _ .00134 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00071 '`�t_TICN LEN- C;TH(FEET) = 7.00 FRICTION LOSS = .005 .'`4`+ RPNCE LOSSES = 0.000 I! LOSSES GREATER THAN \THCr= SLN MOMENTUM, LOSS`S t;YENTUM LOSSES = -.083 MANHOLE LOSSES = .019 .-C71ON LOSSES = DY+rVl-i-V2+(FRICT):0N LOSS)+(ENTRANCE LOSSES) TOji LD3SES = .261+ .04.5- .389+( .005)+( 0.000) _ .024 :=DE . L. J3 i47�J- . H�13L= ( 1282. 920> ;EGL= < 1282. 9E5) ; LOWLI;iE= ( 127E,.970> ._ - ..:_ - +. -' ------------------------------------- ; RESSjRE -•_O PSSUMPTION USED Ti] aJ.'i-;ST H6L AND E -OL .ST PRESSURE H PD USING SOFFIT CONTROL = 3.05 NODE 1473.23 . HGL= ( 1285. 970) : EGL- f 1::86. 015> ; FLOWLI;.iE= ( 1276.970> ::=:SS�:RE FLOW PROCESS FROM NODE 1473.23 TO NODE 1709. 73 -IS CODE =--=I=-=- !_r'uTREAM NODE 170-9.73 ELEVATIGN = 1260.28 -------------- --_-----.. ------------- -- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): 'I: ,E FLOW = 1118. 39 CFS WIPE DIAMETER = 108-00 INCHES PIPE LENGTH = 236.50 FEET MANNINUS N = .01300 Sr= (U/K) **2 = f ( 108-39)/( 12486. 425)) **2 = .0000754 HF=i._*SF = ( 236-50)*( . 0'000754) = .Ohl S NODE 1709.73 : HBL= ( 1285. '388) ; EGL= < PRESSURE FLOW -------------------------------------------- ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = 3.29 "LODE 1709.73 : HGL= ( 1289. 280) ; EGL= ( 1299. ,355) ;FLOWLINE= ( 1280. 280) PRESSURE FLOW PROCESS FRO."4 NODE 1709.73 TO NODE r17i7.73 IS -CODE = 5 ,. ,,TREA,M NODE 1717.73 ELEVATION = 1266.58 CALCULATE PRESSURE ---------------------------------- FLOW JUNCTION LOSSES: DIEti:-uLARGE D;AMETER 1AREA VELOCITY DELTA HV 1 74.0 33.00 5.940 12.462 0. 0110 2. 412 2 10S. 4 1118. x"10 63.617 1. 70.4 -- . 045 3 27.9 69. vto 25.967 1.074 60.000 - 4 6.5 69.1410 25.967 . 250 E,0. 0k)0 ^ 5 0.0===05 EQUALS BASIN INPUT=== P qD OCE -MA C'eRESSURE FLOW JUNCTION FORyIULA U -IED: i?`r= i:��-reV:'-��.,.*V1*tvOS (DrLTA:i)-G!3;*V,3�•CuS (i)E.L i A3) - ��`�*�rj4�f IYON aINGS N = .01 j.0 FRICTION SLOPE _ .01959 FRICTION S, -..OPE _ .00008 Ak 7--'A3r D r= R T CT I EON SLOPE INT UNCTION o ASSUMED AS . 009-83 �;.. <f T rlC+v l... -NG T FI (FEET) - 6. 0-0 FRICTION !__OSS = .079 E, LOSSES = 0.000 1 ON LOSSES = DY+HV 1-HV2+ (r R I CT I ON LOSS) + (cNTRA'i iCE LOSSES) JUNCTION LOSSES = -.67-4+ 2.412- .0,45+( -07'9)+( 0. 000) - 1.77' v+ 1%= 1717.73 . HGL= < 1288. 686 y ; EGL= < i :='S'�, . u)'3 i > : FL�O iL I r�6= < 12`86.58121) ---------------------------------------------------------------------------- ''iRE'c=iUkE FLOW ASSUsIMPTION USED TO ADJUST Ni;L AND EGL -Ct`3T PRESSURE- HEAD USING SOFFIT CONTROL = .64 NODE 1717.73 : H.aL= < 1289.330>;= -GL= < 1291. 742> ; FLOWLINE= ( 1286.580> PRESSURE FLOW PROCESS FROM NODE -1717.73-Tri NODE 1797.6E IS CODE UPSTREAM NODE 1797.66 ELEVATION ION = 1287.06 ------------------------------------ CA-' CULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): ?IPE =LOW = 74.0-2 CFS PIPE D[AMETER = 33-00 INCHES pr=E LENGTH = 79.93 FEET Y,'ANNI NGS N = . 01,300. _., 9/K) **2 = (( -t'4.02)/( 529. 6_a6)) 2 = .019'58,9.8 79.93)*( .0195888) = 1.566 7.7'37.66 h; L_ { 1;;9 1. 8'36>> :ESL_ t Z..� , ���7) _Ci i ' --" ( 1"''8- 060> w rRj,1E3S FROM _DE 1797.66 -Ti-N- .. }- '. ':`,•�...:r..:r 1 -�... I.� 1� tii --F'S" REAM NODE 1802. 33 ELEVAT I L'N = 1287. 10 �RCTI---------__----- --___ ------------------- Ci�LCULiTE r'RES: Ui?E PLOW .TiO"aLOISSE S : r ,-) .�:1 INT rZgqC�-r.' n:3-(5 .-,;-T' - 1'lr\�I'\ Y._L.t.J•.r1 1 1 lJ •_, L.. i . L 1. V-145 6. 7 02 000 5.940 12.462 -- 0. vl00 0. 000 0. 0><10 0. 0410 0. k' -k10 0. fiL/t0 BASIN INPUT=== L.Ai =CD OND OCEIA PRESSURE FLOW JUNCTION FORMULAE USED: DY= i Q2 *V2-01'*V i *COS ( DELTA:) -03*V *COS (DELTAS) - i.;:4*V4*COS ( ELTA4) ) / ( (A1+A:_) *16. 1 ) !IY 697 x:.412 STREAM MANNINGS N = .01300 DOWNS T iRFAM MANN I NGS N = .01300 'jPSTREAM FRIC7ICN SLOPE _ .00375 L=OI+ N97R AM FRICTION SLOPE _ .01959 OVEAPGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01167 .1UNCTION LENGTH(FEET) = 4.67 FRICTION LOSS = .054 F• aT:RANCE LOSSES = 0.000 .-ANHOLE LOSSES GREATER THAy THOMPSON MOMENTUM LOSSES "OMENTL M LOSSES = -. 155 MANHOLE LOSSES = .121 LOSSES = DY+HV 1-HV2+ (FRICTION LOSS) + (E:VT RANGE LOSSES) `��GTiOti LOSSES = 1.559+ .697- 2.415+( .054)+( 0.000+ = .1.75 HI -7'L= ( 1534. 745) ; EriL= < 1 i_33. 482) 3 F )_OWL I NE= < 12.:87. 1.00) ORES,SURE FLOW PROCESS FROM NUDE 1802.33 TO NODE 2092.34 -IS -CODE - 1---- �S: R_:i'=7 ,;ODE 2092. 34 ELEVATION = 1288.99 ---- _CULA'E PRESS =kE FLOW FRICTION LOSSES (LACFCD) : CAL ,:::.IPE F;..> -W - 74. 02 CPS PIPE DIAMETER = 45.00 INCHES ''I:.t'wi2,i _ 290.01 FEET IIIHNiNINGS N = .01300 (0/1") **=: = (( 74.02)/( L209. ,335)) **2 = .0037463 k •=L*wF = ( 290.01)*( . 14103746:_) = 1.086 ,-DDE 2092.34 . H.l:_L = ( l2,33.871> ;ECL= ( 12:34. 569) .-FLOWLINE= < 12&9.8,301 t- RO2-.ES S FROM NODE 201'92.34 TO ^,=J1 . L•8 -Imo?- CODE -=--`-_.-- JOSTAEF-M NODE 2231.38 ELEVATION = 1289.75 ---- CA-_ JL_A'-E PRESSURE FLOW PIPE -BEND LOSSES (OCEMA) . PIPE F LCC = 74. 02 CF8 PIPE D I A;�ETE R = 4'3. 00 INC, -+E'S P T PE LEN07H = 139.04 FEET MANN 1 NGS N = .01300 CENTRAL ANGLE = 90.000 DEGREES PRESSURE FLOW AREA = 11.045 SQUARE FEET �_G W VE LDC I TY = 6.70 FEET PER SECOND ',:rI..00ITY HEAD = .697 BEND COEFFICIENT(KB) _ .2500 ,B=Kip* (VELOCITY HEAD) _ ( .250)*( . 697) = .174 PIPE CONVEYANCE FACTOR = 1209.335 FRICTION SLOPE (SF) _ .0037463 = R .I: r I ON LOSSES = L*SF = ( 139.04)*( .0037463) = .521 NODE 2231.38 : HGL= ( 1294. 567) ; EGL= ( 12`"35. 264) : FLOWL I NE= ( 1289.750> _r.s^-:T �CzL.A�:z ^ L��r+FKJ�?.'_ E=•.7S FROM ,4Jc -i0-,"-±oil-E---82, 6. kl5 ! S CODE _ 3 ELEVATION :. 6.89. 9 ---------------------------------------------------------------------------- . A"C- LA E PRESSURE F -C•W i'^-1%.r4IJLE L0.b!=•E.S (Ls-iCFCD) . 37PE F._.Gw = 74.W2 CFS PIPE DIAME I ER = 45.00 INCHES PRESEURE FLOW AREA = 11.045 SuUARE FEET F!_..L: W KaLOCTTY = 6. 70 FEET PER SECOND ELG01 -r-iAD = . 697 'J� = .ti15*(VELOCITY HEAD) = .05*( .697) SCD = 2236.05 . i-- BL= ( 1 2'54. 601) : EGL= ( 1295.299 : F LCWL I NE= ( i c;89. 790 > i T': - `-7-r -'M rz, . C�C _ r.. t L, : n:., x *fir , -!-. .x C•�. -.t -----•-» 74. 0 33.00 '' ti's. 0 01. (ilk 4 0.0 0. 00 5 0.0===05 EQUALS 1'lr\�I'\ Y._L.t.J•.r1 1 1 lJ •_, L.. i . L 1. V-145 6. 7 02 000 5.940 12.462 -- 0. vl00 0. 000 0. 0><10 0. 0410 0. k' -k10 0. fiL/t0 BASIN INPUT=== L.Ai =CD OND OCEIA PRESSURE FLOW JUNCTION FORMULAE USED: DY= i Q2 *V2-01'*V i *COS ( DELTA:) -03*V *COS (DELTAS) - i.;:4*V4*COS ( ELTA4) ) / ( (A1+A:_) *16. 1 ) !IY 697 x:.412 STREAM MANNINGS N = .01300 DOWNS T iRFAM MANN I NGS N = .01300 'jPSTREAM FRIC7ICN SLOPE _ .00375 L=OI+ N97R AM FRICTION SLOPE _ .01959 OVEAPGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01167 .1UNCTION LENGTH(FEET) = 4.67 FRICTION LOSS = .054 F• aT:RANCE LOSSES = 0.000 .-ANHOLE LOSSES GREATER THAy THOMPSON MOMENTUM LOSSES "OMENTL M LOSSES = -. 155 MANHOLE LOSSES = .121 LOSSES = DY+HV 1-HV2+ (FRICTION LOSS) + (E:VT RANGE LOSSES) `��GTiOti LOSSES = 1.559+ .697- 2.415+( .054)+( 0.000+ = .1.75 HI -7'L= ( 1534. 745) ; EriL= < 1 i_33. 482) 3 F )_OWL I NE= < 12.:87. 1.00) ORES,SURE FLOW PROCESS FROM NUDE 1802.33 TO NODE 2092.34 -IS -CODE - 1---- �S: R_:i'=7 ,;ODE 2092. 34 ELEVATION = 1288.99 ---- _CULA'E PRESS =kE FLOW FRICTION LOSSES (LACFCD) : CAL ,:::.IPE F;..> -W - 74. 02 CPS PIPE DIAMETER = 45.00 INCHES ''I:.t'wi2,i _ 290.01 FEET IIIHNiNINGS N = .01300 (0/1") **=: = (( 74.02)/( L209. ,335)) **2 = .0037463 k •=L*wF = ( 290.01)*( . 14103746:_) = 1.086 ,-DDE 2092.34 . H.l:_L = ( l2,33.871> ;ECL= ( 12:34. 569) .-FLOWLINE= < 12&9.8,301 t- RO2-.ES S FROM NODE 201'92.34 TO ^,=J1 . L•8 -Imo?- CODE -=--`-_.-- JOSTAEF-M NODE 2231.38 ELEVATION = 1289.75 ---- CA-_ JL_A'-E PRESSURE FLOW PIPE -BEND LOSSES (OCEMA) . PIPE F LCC = 74. 02 CF8 PIPE D I A;�ETE R = 4'3. 00 INC, -+E'S P T PE LEN07H = 139.04 FEET MANN 1 NGS N = .01300 CENTRAL ANGLE = 90.000 DEGREES PRESSURE FLOW AREA = 11.045 SQUARE FEET �_G W VE LDC I TY = 6.70 FEET PER SECOND ',:rI..00ITY HEAD = .697 BEND COEFFICIENT(KB) _ .2500 ,B=Kip* (VELOCITY HEAD) _ ( .250)*( . 697) = .174 PIPE CONVEYANCE FACTOR = 1209.335 FRICTION SLOPE (SF) _ .0037463 = R .I: r I ON LOSSES = L*SF = ( 139.04)*( .0037463) = .521 NODE 2231.38 : HGL= ( 1294. 567) ; EGL= ( 12`"35. 264) : FLOWL I NE= ( 1289.750> _r.s^-:T �CzL.A�:z ^ L��r+FKJ�?.'_ E=•.7S FROM ,4Jc -i0-,"-±oil-E---82, 6. kl5 ! S CODE _ 3 ELEVATION :. 6.89. 9 ---------------------------------------------------------------------------- . A"C- LA E PRESSURE F -C•W i'^-1%.r4IJLE L0.b!=•E.S (Ls-iCFCD) . 37PE F._.Gw = 74.W2 CFS PIPE DIAME I ER = 45.00 INCHES PRESEURE FLOW AREA = 11.045 SuUARE FEET F!_..L: W KaLOCTTY = 6. 70 FEET PER SECOND ELG01 -r-iAD = . 697 'J� = .ti15*(VELOCITY HEAD) = .05*( .697) SCD = 2236.05 . i-- BL= ( 1 2'54. 601) : EGL= ( 1295.299 : F LCWL I NE= ( i c;89. 790 > i T': - `-7-r -'M rz, . C�C _ r.. t L, : n:., x *fir , -!-. .x C•�. -.t -----•-» z- S, 137 E 7 S 9 3. E 1473.a3 Z "j2 -MI) ITO= 7 7, 7 77-1 S' 7 s Ua .• : r 1. ,� � 71 3M A07M E%G-Y(aEET) 7, 7 ^• � •� x-!^ � � de• �• �s• •�• Ji• :4 #-id• ie• •# iE 4i• # # •7E•,k # -3E• �E• •!E• �! # �E fit• # # # # # k •i# 3E• # it # •,f• # # •3i• yr 3f• ti6 •ti• �• # #• ie;b iF # n• # yE ?i yc if: if• �• z ,r r # �• •�r iF -fi �F # •3t• ~.1^ t-�REESSU-F P f PE—F,'--QW HY3�liAUL.I CS DD WIPP i Ei`: 'r'%!�:!•i .rv'rii>7 F'F•t l,.iiA �. (Reference: C-gCFD, L ACRD, &. 1C=i=7A =-,a,' ai.1! :t:S -:�i rt ?IGN) -�;+•^-####irt#9E###iE#aE####•'r.########•iE#####-�•##�###if•iE+F•!E:!•#•iE•-x•yf•�•x•##�•###a►4##iE#�iEiE#iE##•it•# t:,(C(<<<<<<<(((<<<(C<l<<<<C{<(C<(<(l<{>>>)>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>) (C) C ouvriraht 1582 Advanced Enpineerarfg Software [AES Escecially pre3ared for: . ' ( ( ( (((((((<((((((<(<(<(<<(((((((<<>)>>>)>>))>)>)>>))>>))))>>>s>>)>)i)>>> •.•=-�-#•#•#?f••u-i•ii•)Jt�.��,itir's [,�� !�( F�C�UL_!S#iF#•k•iE•iF-i#�f•i(-•iF?t-if•�t•#ita4••if•#•cf•)I-4•-y###-if•�+i-r#-;--s�-:..�:9-f##••;Ej--4•lE• //�9tJ�TPtpL AREA HA"RAU41eS, LA7-F-,OA•L'C' From !)Z'/�, srA LkT G 6^6 L/NJ'_`L' STA 34-tG7.s3 �r .. ''=y-34•;i�*�•.:�t#:f#iFif••ir•k•!t•iF#•3E•i'r94••lf• d(•'•f(•�E•iF#•IEtiF•#iF•1{•af••3f•iFiE•'fE•JE•#•1f{4####'1F•iE•if•i•4•i4•#•it#:4••if•�F•if•iEii•iE•if•jE••ii•?E#aF•iE#•iFii••)4• . :• �#- �• r 5F � ,4 -ie- #• ?F �• yi• iF- � .*. ~i• iF dE # iE-i• k # # -)L• dE # •# •)f #'k # ir'#• -It 3E• ii• :# •if• iE # # di• # # •3f• i{• # # k # •lf� # tif• # 3E• •iE �#• •tF i! # +.• •f• * -►.• -if'R- # •3E # �e• # # # # '-_-i ;' 'lay .. . S D. -'IG -'D O t r •�i•. �'{: �L_i ;�"!v —iv e_J �.. _iY`tr :-. t' �i a" a� -'= ••�t.J �..?� s +.. 3 ,_*!l.ii ;-t= PROM 1'`-= C _ r{-ir.*4! __:-��_ .:1•JT;..0 AZE:.•i-,i ---"RESSURE r'rPEE F.O�4 L,,!.,N-a"-!i i_ i%��- hl s li (� F`t•{J_t�lt'- jj �L. `.ti £l :"Cl :iif "• j. i�C.l.._In 47 4 ell �.' SLC. ••_.: ��. C .. ijI tW i`w:77 C'.H•:>:=•..:i. i:.� C(ti>)i>;):`)i). Advanced r rtG l r�eer'. rt a Sof-.ware�- C{t<t.C<fC<{CCC<iCC(<{<((<Cl<<(<({>>)>:)>)>>)>%)'))>))>)>>>)}>>>))>>>);) FUJW PR -EBB FROM �aC.�LtE F.. 6to '= 1, �,[JUr= - J t�k'!. �•:,— i i-�:�l4:E—_— - j ---- r r J1= MODE 180. T. 3 E-_,`..VHT:I_}V = 1c., 65D. 69 i, r ----------.. r,. -LA.- 2- _.;. E =1-C1 i r > C ..w if— .-;J ;In_ J.`a (l_pC -:I'u) . ...J ! H = J. /4. stn F XET I- Iv - !l{i. -2=471D 74. 03) .0113145) 978 -� ry. -'•Jt, i:J,- , .'.l �-�.•i 1 Ct:J i=3. ._.:•�'�> :1.7i_ [ %�.'• 7. 4=•F i _. c._�_ii Jt.. ... { L tL�. (=t •:i'L > ..•" .,?'_ __'fir •-...L�rr� i -J S F iRL.rl�i—�..t.-..�—=...._-...-�.-- =„j7 -r :'n r,jiDE 168 5.tpill ” LTJ,. �'":! • i'._i.- _'_ 'E i C. .-'`'�•`.:7 •'xi,J 7?:: L r�_L Ni _• a :71x.:.9 ___ r_ -`_`REAM RILTICiN hSL(-P;-;:rr _ • i.;•:. .:? ! >': �4M FR i. L., . i Ll`V :�C.1��[^•!�. -- . Y.t 1 .!. �.•� :„J 49' E. 45. 0. h 11 . 04=t 13.51-7 0. &M 2. 6--jo • .. J•_,. :1. ie:P 71 12. ff, s 6 1. 1 81 -_.\y7 rRPNJI C LOSSES = 0. o4loo 1010 1. 76 7 j. 9.36 •:?l.3. ; 410 - +T 0.0. 0. 010 •r) . 4: �'vt i/� iT . i�'•,[tii:r'� 0. 1-.00 -•- .:-1 -_ 'I ALS D'-iS I N ll' %•r y;• 1 =_•- D F ' T) "'-• i�t.lC7 '.1 j ti' ii"'E =1�OW i. ' Jr� - ...+.x�. __ter. t;Y� "'11;:,,1 i-�ti (��� 7E_: �i • .._E:-. __-_.__.«._---_._.__-....---__--_.,---- f'r''al . f=: (L:�,_*V2-Q *V1*1'3'.-!a `jD=; : A- Q4*Vi!*C0S tr'Ei_ T (141') ai,�i{jE•i Llt J7 • 6« 4 t 7 • ..J�ijF •_ =� --• a ...� J• :-.t :;•�. !_J "ST-�=AM illANNING9 IN = .01300 �,,tit�N� . tZli3�t�fi ___ r_ -`_`REAM RILTICiN hSL(-P;-;:rr _ • i.;•:. .:? ! >': �4M FR i. L., . i Ll`V :�C.1��[^•!�. -- . Y.t 1 .!. �.•� i•{I"lt7rD i L i i ,it SLOPE +:\f v i.ji4iC.T.I CjI� i 1 317iih `D Ar7 �II334 LEI', "Fi -iiF ) = 4.57 F.�1C-r'r13A__,a s = 062 + -_.\y7 rRPNJI C LOSSES = 0. o4loo i V1-HV2+ (FR f.0 =d 1:_:=5 { ...�'.t =qtr;• ,c __�;.7L�;��'� ) _ ofCr 4F• J 1'3 t_5-3-5 L < 12,4. Lr 7 _01 ! . �r•f. 1 i GM.��..f � / ,�. R_. �. :.•%+��t L'�t/ - � 4�+_-4_ _: _J'114 :IRC :ES F- [o i i'voMz 1. 1. 3:il TO ,'N D2_-7`ri=•, i. ' Jr� - ...+.x�. __ter. t;Y� "'11;:,,1 i-�ti (��� 7E_: �i • .._E:-. __-_.__.«._---_._.__-....---__--_.,---- :ry --• .1.`•9.61.x•_ 1 ^� i-•'--^'� D:. Ftli i -- LI...!r fr-�:�i _ ,•f �:-1-,''-1 ai,�i{jE•i Llt J7 • 6« 4 t 7 • ..J�ijF •_ =� --• a ...� J• :-.t :;•�. !_J moi= - = r� �. �t:. t . +c :L ''i1i=•'.11 - 'S. 8 7 4 r5c;. 010 r •�;i_.= 1;_7~, ter•`,_? : =:} i'_= { �. fG. 4th �> ='_..= �� ['.i-- 7." ; , `.��-s _. •7LE +� _L^1'i.`_)1'ii: )-'`1 ! GN Ur S.; E) i 1J A0 TUS °7L_-AvD-•_t-ts`_-_.___....-.-_-_-_.-..._�._...-----__ . - •. ice =iti-���;- a =moi :J _'? 1T X, Ti's`..,,.., �(1•>r, _ -_.'.JiY .�'-t�!_�=:a �i:�l;vi i�'V1�::. 1.=�' nr:i ?-Z,l�t- '----'Y•_`.�_--_ --_--___----______---.__ 'i;ESC ;�: LOSSES: EL v.UN rC. Ii1S�;�AR r DIAMETER AREA Vri %CITY `=�V }JJ• 4 Tl• v'•V'f 1. L��• L -1. F.i`J 1I :1a7 - ).49.6 45.00 11.045 i3.547 8jk 3 16..= 24. 0.0 .3. 14,2 a. 17 :3 ball. V!oo - ` il). 0 0.00 0. 000 10. 0.00 u1. 1 1,7111 - L'7. iL'!=-=LJf� �IJli li-11-J(-tri L iii L Ir --'Li j =_ CCD t:. %D i ICEMA PRESSURE Fl �r �• t _�O.i ,.� .iJhvCTTI ir{ F+:"1!z;i_Nr I �J:-.iEl3- f=~�_:����1�••--L•�1�V1*l'Ji�:_;tli�:LTa;)--1:>���•V:�:�j:��_�cr.��;�_-rM.;)- ,.+4'�Fir4*)DOS CLI"_.. A41 ) i t ii -'i? +A C.I'11•'. C•. 1 i ,K=�:ii :r.F+�'.�fY1VL7J �`� is°. J_•6'1!_I . ''�r�-'k::�-t•,� ;•'Nle°•t�i,�•.il,:= �i! ._ �, .:1 i=Rit i i.,°•_ ;...�.�-eta_i `ii_ H•E V _ ,'�:C"`Ii.f�d _ r r i D)V+-IV,•-ilV2+(s 1._`_IG L.+`-+'5)+(1 _?`SGP - 1. 44-;9+ 1. 74° 1- _ . +�� �+ { �, "� '� _ !t K'.;;_ �t � { � [. 176 ':' J . 4.=:7 1- _ J C �1 : . {•7 :'S w h:1t .._ ( .7. i +_,. `1 `. ) R :'+_i.,--. ( i :_ f �, .. :i 7 : _ ,fit : - i •'R SSURE FUOA PROCESS -FROM NiUDS-7 757. 0.0 70 ���- Y4,t97. 67 W 'Eti REAM ;�;,7DE 109 7. E7 -LEVAT I� :N •- CAUCU'LA o E PRESSURE FLDW FRICTION L(:;SSE8 (LACF l'D) .Y _ _-------------,_ _ ._-- �' - AE FLOW - 135. 37 CFS r-' I �'E DIAD*1ETE �t - 4, . 00 PIPE LEiNGTH = 34t-41.67 FEET :fANN I tiiG,S N - . it) 1-;041 � - (010) **2 = (( 133.37)/( 1436. 431)) **2 - .0086208 HF=L*SF = ( 340.67)*( . Okl8E208) = 2.937 NODE 1097.67 : HGL= < 1279. 495> ; EGL= ( 1281. 244> ; F'Li WL I NE= ( 1275.150> PRESSURE FLOW PROCESS FROM NODE -1097.67 -TO -NODE 1102.27 IS -CODE 5 _ - UPSTREAM NODE 1102.27 ELEVATION = 1275.20 ----------------------------------------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 133.4 `a 1.14 14.166 9.401 0.000 1. 37; 2 133.4 48.00 12.566 10.613 -- 1.749 3 0.0 0.00 0.000 0. 000 0. 000 -- 4 0.0 0.00 0.000 0.0w0 0.000 - 5 0.0===05 EQUALS BASIN INPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(02*V2-01*V1*COS(DELTA1)-03*V3*COS(DELTA3)- 04*V4*CGS(DELTA4))/((A1+A2)*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 JOSTREAM FRICTION SLOPE _ .00624 D,7,,'NS'REAM FRICTION 81 -OPE _ .00862 AVERAGED FR T CT I DN SLOPE !N JUNCTION ASSUMED AS .0074-= LENGTIH ( FEE T) = 4.67 FRICTION LOSS = . 01`O 1 vT?��.vCG '..(.ltiribES = i�r k1�C� l.08titS GREATER THAN MR" MrN TUM LOSSES •1 . -F !��-.�� _ , 001 ;wANHOLE LOSSES = , 067 ;t f+HV1-��V2+ JF N4 = �.>;SyES D'NN- ' ( IC T l' -N LOSS) + (E VT;RA 4CE LOSGES) ION LOSSES = , 375+ 1. 372- 1. 749- ( , Q) 35) + ( CA. 0011)).t = , 1-. •- 1102.27 . HGL= ( 1279r 993> ;EGL= ( e281, ,,�6} ;r�.i�::JL..ii�E- C 142-75.20,0> 'R'�ESSURE ;=LOW PROCESS FROM NODE- 11012.27 TO NODE ==1`98. 75 IS CODE _ -i-==- -OSTRtAM NODE 1298.75 ELEVATION = 1276.12 ------------------------------------------ C'ALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD'): IPE FLOW = 133.37 CFS PIPE DIAMETER = 51.00 INCMaS 196.48 FEET MAN NINUS N = .01300 **2 = (( 133.37)/( 1686. 477)) **2 = .0(66239P - = L*SF = ( 4-196.48)*( . 0K,62392) - 1.226 00E 1-2-98.75 Ht3L= < 1: 81. L i 9l : OL= < 1282, 592> . =; GWL I NE = rUil�i . ":+.`i. .�.?S-F'C JI}i i`�v1:� Y_':''�:i.-•--_s_=�^�___- i��L N=_=._=�.�.-�^====_C= NODE 130 ELEVAT I bN - '_'=76.14 �L F r �. 2= J i :'p'SCS�].��� F7..! 1r4� y l.i �•1�..T t is!'ti i_Li��7'%�� ....__-__._._-.---__�......_-.-.-_._-_----.... �.-...__.._.- c 3. VtiZ ST .'t .' 6 �; 5. Z`• 4'> 7 V) . 000 �. S, ii,";JI _ .767 .:3 tN ..0, .y ;a; _ .. it , - =='!,'�1 ' :!>:+.r M•_...'7.- C:!•iJ i �� . ", F.'i i�; .�.-� JUNCTION •!;.�-i..:J 's-7-aD i _�='r'; rF''.' PRESSURE FLOW "' .�1LPE _ <:Y-Q12*V2—r' :4+.i.'.*CCS(i).'"_.''_7Al)-lQ3!�•!f3*J--A0S(DEL.TAS)—' F .. ;1� �}•+.li �F ^•-f �i ht .; �. F..% !4 - • �L'i..J rI.E SLI _. .+.;a 1' `:::_[• f,' 'Jnia,\i'ti ItS N • .'�.7 YlRi Z ,v,N 7t_._ 4 `? 7. "0t 2-4 AIE_.D FRICTION SiLE IN JUNG E 1 LIN PSSL MED AS 0- �-79 1-.1 . K"�. F� � J . .JN L= aOMFEET) 5.50 FRICTION! L_:_:S5 = .02i . s L'i- BES — 1-095f IL+7 +HV�f 1 l—HV2 1 I N i i ) (ENI OSS) L_OISS S) ... ,•. �_ 1v iON LOSSES 1. .389- .372+( o. loo) -' • .1 ..'_•3 211 ri!71..= ( 1 8r=. 3:.:J) ; ELiL— ( i 282. 7i'--''+' ; 1=''L l.. W 1. 'i t4c= C 1—:'76.1,40> ='_VW PROCESS FROM NODE --1304.:_5—T� TO DE ll,-E.S. I _S C -ODE '..a '-•� � ..triC- 1466.23 V__VA 1 N 1276.90 a. ,L.�'� _. -'.x t'�:_:.=z i... rY ": 'ti'.J .V i'!j i. l� � ION^... `.j i�—__.._«......_._._—�— _._— —�__ _.E- a - 103.39 xu=•� _.. �., . 1-���. t _.. y j•�•.J i, .••' .;., �t��L • .. _�__ 16 = 161.18 FEET"A;?:1`1. j'JW '4 = w ,jI'j• ':L';�,'f . +J. .!}'. ...J 7Ji ^^1 4113- •[ ». �?Lr4 it :l�!))�*� � u'L 'L�?.J.J •.JG 16 _ "MIS .;i_. �` �J .'"'_ �rr ^F:1. L.J�1 i•-i_i y%•-. i.' %•:r. C.17—L .E 1J�=—�5'—_— • � :._..-ice ,,. .V':e �. �i;.il �:S ti. �L1W »��;'.Ir'-"' if�'�i L.i...i _J iti.�:".� i -» -..._-------.--. .�._ ��---._-----_.----- •.i> _ -,":+f DTA =TER P&AP&A'V=:_..'11:I T 7+,,�D: _?y '-,V • -18.4 1.0Li.4:i0 63.07 1.704 0.000 0 45 17.721 2.000 60.000 — -J E•I *FMA i.JASSUZ:'. l�i .''<ii...P= _ ^•r ��.—�:.L'ifij ,. itM'.:.1 *V 'DS (DL. i FiV — .0131,1 W19rC710,14 SLOPE .00008 ' - =TED ; '? _ CT I UN el_CPE l N jUNCT I CEJ ASSU'ME7 AS .0007J. ) 7.00 _ y .. -.. _.•�4:J i �i ( �' ....E / w k:E4.1 ._ •`t T � i Z i.EC� � . — &05 Lf-ISSE8 3 R F A T .-.4 T HAOP" S0N M•.i lx -ENE vM- L' SS ``--__— ----------- —_------------ ---- «. -_.-r----.-._-- ,--__- _- J- -- Wis. NOT" ZRISMAE PEAD MING 3077`7 3. 01 1701 = . . / •J - -• ..-'.i ;C4, •i:1f ..io•':.+. f3 ;-.'_,yr? i = -=. L!• S •'_"1t:rr:.: i_ii E -!_--�W t'�y"�w-,i��'% Li,.}.?��^'�(L�i=..�''c ...�) ..--.�_...-._-.�-------_�-._--..._.^-.-- 077i 236.50 FEET MANNENUS N .01300 - - {236-50W . ti sr i:': { 7..=14) - 0:6 .ODE 170q.73 no.= C1251-9881034= I . .. G- kl3 `i , -_;,; LM < 1G8-'0. C.80 ;{. , •_; �= - --------- --------_------=:.-------------------------- M_i F::ce: 1u••4 1S •j Ji�3,L KPE 1709.73 ♦ L- ( yy 8`-� � 7 i = 4 L • ls�. t t - f •:! :"'il]`- \ J.COr<. %i3�f .`!i..•J'-.. ( ' � ..J L::�f i`-� k�1ic-i�t4.`..^ � .lL�•4.•a C�S�1',1� ;--Lr-w PROCESS FROM NODE 170S.73 70 NuDE 1717.73 13 CODE = 5 =7REAM NODE 1717.73 ELEVATION = 1285,58 --------------------------------- w _W_="E PricSaLfcrrLN�UN -zCV LOSSES: •mow :SCH RGE DYAMME1 AKA VELOCITY L: _F"HV 74.Z 45.00 ix. 045 6. 702 0.011ZO .697 ?' 4; 4 1 L1S. 00 E. x•17 1. 71 li- -- "..45 `-a .:•_. .:Fw 9 ]' . 0.0 2:5-'1G7 1. 7i-/4 1-i1`I. 010:11 - _• _ , LI `••�-�� !l. .. •':fit y - -S,Z:.'YE - 11 +} _ • .1 - n* 1MOS ( 1)".i_ _s ..1 ••#ys���•.�!_! :.1 :w �.'. 4) i f � 1 1a'i"'.'�•"moi �'•, k'i••.. _• fir! _•s !1 .. .. s_"l�i .... - • 1071..+5 _ - .'_ -...+ .l: �.I t^ :�_�,.!r-.- �i .7 i.��wi., � } � �•ss�� .;r? �i °:{i i� Ha 4: '��� i. -..-- - 4_-, : A. 11:5 _ ' -..J - li t`_I"'+�1'I• ,•�i_T ��"' - .. sem__ -•^t�!+ _ % .� ..'.I: 7 -- ' _,'1 -.272f .697- . 'f:i}' 1-Y ( . •t..•:. 5'y 'F. ( Y^i. .'`Or,1 Y = . .06 _ ii•:j3 HEAD US:a i�iC7 vOF �. Nrti._ 1 _ - ` .. .�},f. I3 hQL= ( :.i•`.3.7w......:•iLl)'QGL= ..._:•:';'!f"'.IL-'�;7j _s,1..iJ'r��.�l'•+�.= f �.�`ts:7.�1� % r -'-0A PROCESS S i- eOM NODE 1717.73 1_:_j -NODE 11797.66 •'_�._''tDE ---=�;C---- ;_ '•o DE 1797.66 Ei...,EVATION �-)-_ «`-'RE S�iX PLOW FRIC710N s-0-iSSES (LAC.'rr D) .-------- __--- - = 74.02 CPS r''t l^ E 1.1 AME E R = ' 45.00 E w7vihES 74.02M�- 1-. Y.. '� . .S s1 s.! ) **2 IL! 0 3 -7 ti' V i 701 _ : f ? f . 1'=6 „ r.. GL= ---------------- 4 �•�-�. _i_ �� T :..., .- ( .. =:lF :la ,=.•i» l? i �' ..IJ .... i -.I C. 1= 4 i f 1._ t - ._, �_ ... ::1 '. j:•ii :i:!i:r__ l+, :-} 1, .�CT_� t'.• i _ •.-`y'^_ _ ... _. _ � ---__.......-..._------- .. �,?,7 •.t�C , -F.,D USING SOFFIT 'CDN--•-ti_f'- j C " 3. 3 jj}T j74 S i*V4*1*',09 QD,=.�l A4) (Al+A2) 4:!:: P -M PINN I halms S N 0 13 Ql 0 3 Ql 0 M P;q T I PE olv) 27 5 T C j . I. Sl- -1-:!E . 2,0375 -D S LrY-tE TN JUNZTIUN 0. 0 3. 7 5 C, T v i -4. 3 4-5. 210 11. 045 7 o 2* ;a. 000 3 7 4 0.0 'z. 6. T62 K I-, 69 7 L: :."VP,7 1 L.`� 6'-2. 7- --- - - - - - - - - - - - - ---- - - - - - - -- - --- - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - py -4 0. 01 'J I'D 0. ior"Ill 6,�. Etl 'Y. L Al Lz P j C " 3. 3 jj}T j74 S i*V4*1*',09 QD,=.�l A4) (Al+A2) 4:!:: P -M PINN I halms S N 0 13 Ql 0 3 Ql 0 M P;q T I PE olv) 27 5 T C j . I. Sl- -1-:!E . 2,0375 -D S LrY-tE TN JUNZTIUN 0. 0 3. 7 5 T' 4.67 -f C I G -N U =-.9 f.% L71Q)o - !_i'EA-lr*'r_-R -!:-�AN T-1 L!• -ES NT s I 1!!: _LS P;S 035 %+ 0 i. 7 0. ."100) Z-52 K I-, L: :."VP,7 1 L.`� 6'-2. 7- --- - - - - - - - - - - - - ---- - - - - - - -- - --- - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - py -4 -7 4. I 1 1. "4. '3, V) -3 7 4 63 6,�. 9 G 6 4 E5 0'�m L 1 E ------------------------------------------------------------ L) SUY'-PIT -4 7 G" --:RfjCE'-='S FROM M. -IDE C -09d.34 70 COE E c:. ':. ,?;S ELEVATION = 1289. 75 -------------------------------------------------------------------------------- CUL -A-E PRESSURE I=L.CIW PIPE-BEIND 116-0 S S 12-- S-' ( Cl C'E'V! A -14. t-4)2 CFS P I P E D �- AfnET ER 46. Oill I-NCHES 7 'E LWNGTW 137.04 F T E RAL ANGLE = 9V'%UO J•=17 aES ESSOURE FLOW AREA 11.045 SQUAHE FEET ,4 V=,: DCTTY 7,,, - - I- _Nf 6. 70 FEET PER 8 'Cfj 1 y -:1 P D 6-:17 BEINT) CM:71CIENT(Kb) - ,:`5-4:`':7! �:'*"Vzl GCT T y SO 697) 1-2.'09. .3-35 7463 .4)3 "750) W 0 r40JTI S, D r: 4 L.' 93. 5 4•!•L!) . '-:G L 4 19 -8 > P L G-'. 1 1. •�'6'9 7 -_r1w _ -` .... _..-. r1^ = PRESSURE —.i +.'� �'.: alU'.'-'�'�fl.�. � i �Y---_._. Ys �._—'.! .7 �._........_..—__......._--_.--�.---_.----•.._.—«..—_ _ 74.02 CFS PIPE T��volocTTV :MSBAKE P40W AREA - 11.045 SQUARE FEET 6.70 SECOND CO 697 .r ..E 2236.05 n r BL_ ( 1293. 535) ; EBW- ].47=1'. L.+JLr.% o � _.L •�`�f... .L t4.— ( 1289. 7941) FLOW PSSUi+PTINDIN Li`.�SD TO ADJUST h-GL-Pli-,J _-----------------•._.-- : EGL _0 •7 PRESSURE HEAD Lial�I� SCF FXT CONTROL .05 . H17L= < 12 3.5'-01 EGLW � � 1 is-��F. . i�.i i l ! ':" :.OfJ} 1 t�E= l 1289.790) =`•i i 0; P.--�ESSURE F'_C;rJ HYDRAULICS PIPE SE'S i i.."I._ .�.____--_.-_—_______�_�__---•—_; I �y -'!:-i=LiaW l+YIJRf3:U+ IC 7 CQmPiJ".� R P:RO!•"iH;+1 Uisfer'ertCe: LAC:P LA•r,,RD & G'":Ei�A rYDRA ULIC ? T = <: _.'�i> S E. "i is C<<tC{{C{CC{C(<t•:CC((<<({(f(((<<f<<<((>>>>>>>>>>>>>>}>>>>>>>>>>>>)>>)>>>>>>> (C) r c ovr'iaht 138; Advanced Engineering Software LHC%S1 Esoeciall.y prepared frtr: HALL & FOREMAN, INC. •ff•st•+E• •3i•:lF af•i�••f{-i.�1�:J .l P"r T,- ;1'3'ul_T�jf'�•�•'�'�'�F•}'�f•1!••�f•1�•�'�•1F�17k'1{'�h:f•i•'f.YF4.lI'af••fE•:�'�•��'•�E:E�•�f'i!•'Ff'jF�it"?f•'�•'>��(•'if• *1"DUS R1AL AP -EA- 4YD12AULls,, LA7'6,f}L- C PaOM L►NelL '//-0, rA 14 66. 23 To 1717. 73 k11r1+ *Z'l-bj t Pi PE FeK STA 17/'7. 73 IENK1. N. J 3P/0 -DO /O P % / crp 1'747.6' `.'i l�r, �i i_1 FLOW `•`;`i)1'AL!L .i l., t-',EA,I1J"LOSS I.a O!'iPU 1_H iT. -::-`j _ ?i5 ?V�i ' I Vcelii FROM "Cr E l.ijz`r'_i4T 1;CF�?S =.i 1_� tesla,: N LS_•E. _ t 1 iA .'•._•7i '-.i ��":F*�^ �f ..�*4`z?��J f�'C C. . `li-'`G .._i._+ CON"OL z'L:L A l A 14 F -j Ej•. 2..:r T'i».I:1 t`�i_.L :`''3;V i��%i--1ii._,., - DIAI ECTER ( INCH) = 63.00 F'IF'E Y"t_L +l ti:�=E;� -F5, 4 9 . ._. . Pdvar»tced Enci veering Soft -ware CAES i 7 SL• R •t' Ai_ No. H04•�•i• A V • �.a C.. RAE• LEA' E f Dq E i 12"'17 /Ei-2 <<<(fC(<<Ct<ff(f(t<<t<t(<<<f(<>>)>)>>>>)>>>>)>>>>>>>>:>:>}:) - fEi3 iLEh'E !=l_OW PROCESS FROM I` ODE 1466. i_3 O NODE 14733. =w�'. S C:O'-'E INODE 1473.23 ELEVATION = 6.9/ .. ;'."t.a _J_.{'�TM PRESSURE 1 '...1J YY �11.I�11�T TCjii1 `J4.��������.._wr.—_.����...�.._�.����._w�—.—....._���� YC2 _I�Y01SCf-R&- f.-ie_�q,-!'.,_iii :"i'v' __49, j 10 8. Ott141 r�,3. a1 J !(1. 14 u' 7. .0 ,1 7. s741 • 0. 0:60 60. 0.00 0. 00 V3 L71 5 Vit. 1L�-= •!J 1rO :ALS �H7!.IV l "v;:'U T === �' LC:W JLINC"Ir0 1'1�Rvii__i_HF i t '�UVit. i= �1 _ = ; ,-+ `j t �;� W •+ tF ate. �.':f 1 yF1�t-i �_,• (i: L_..3 iq.L } "!s' 7•Y,.'.. tif'�.•l.�.i :? E iJ- 04*V4*C;1S (DELTA4) ? I ((A1 ->-AE-,) *116. j. ) 'rNS , EP 1 MPNNIN,,iS UDS T REAM FRICTION SLOPE = -001'34 0Owi' STR 7Ail F R `% z Ii IN SLOPE _ .034.'--e2 AV_:R►=GED FRfCTION SUOPE IN ji.JNCTTON ASSUMED AS .01613 `UNCTION LENGTH(FEET) = 7.00 FRICII,004 {_OISS = 127 ENTRANCE LOSSES = 0.000 , iLE LOSSES GREATER THA,,i THOIII-PSi;;,t 1ENIUM LOSSES = -2.144 ,"MANHOLE LOSSES - .500 J1,X � I ON LOSSES = D Y+HV 1 •-HV2+ ({=RTC l ON i. -CV �,i) + (Eiv-r i1^i(: i= i_1 ���iE :� ) i ;NCT I CN LOSSES = 6.704+ 1.159-10.006+( .1,27)+( 0. 000) _ . 627 1_30E 1473.23 . H -GL= ( 12rzlti-.. kc5) EGL.= ( 1293. " ' ' r' E= PRESSURE SSURE FL+ �W PROCESS FROM NODE 1473.23 10 NOLE 1709.73 13 CODE-= rt OVSTREAM 'NODE 1709.73 ELEVATION = 1280.28 'S ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): C "PE FLOW = 549.52 CFS PIPE DIAMETER = 108.00 lNClHES 236.50 LENGTH = FEET MANN I NGS N = . � 3• �k� - . r = ;!.',' ,) *�;_ - (( 14:-1. 52) / ( 1.=486. 425)) **2 _ . t`:i 5a �� o [} - .� .�.sF .,.. ( L...:fh'.. �..J4�I) dE• ( , lf'.Ek�1 <J�`CJ) = .458 "ODE 1109-73 HBL= ( aC- .r/ ;t.Gl..= ( +_ice., . ,j+<) .r LL:�VI._.,.,.�.-_ ( 7.��•tL'l 't'•1 F L.iJ�+; i='�2C3Lr:3S FRLhi!fJ;iE1709.73 70 tJiJi~- :.'a T. ,;-`.S-L:{1LiE----L,-=== t•�'r ''i :: -trot NODE 1717.73 ELEVA f IOIN = ------_- _ PRESSURE F= - W ,�:.;NCTIClN LOSSES: %0. :D.''wCf'',l-iRUE DIAMETER AREA VELOCITY D L i A Hv i�i'i.. . y"111 3. 617 1 S 72.170 28. 274 6.506 GO, 000 w ai, :1===�� 5 EQUALS BAS J. N I: -,,PUT=== - i .�= � F-•�: l I 'EiMi.' i 'S,3 ME !";'LOW th. T '` = *Ii 'i_f•'tt Z,•:�- 1J _� � = s i::LiF�i:'-!s� !•K•�i1yE•!w�_;S (Lr�•L.Ti�1. %-��7.�•kV::•�'>,.i_�� (z)�L ���-a31 `" 04*V4*%S(iD.'L_TA-i i iiµ;\ ti T t{EFI /i *,!Ar• N I NGS N- .0!30.0 J ='S ; REAM FRICTION SLOPE - .00623 -,,-', = N9TRFAM F R i GT I L'N SLOPE _ . u"O j. 94 ?'v_RAGED FRii:_:TION SLOVE IN JUNCTION ASSUMED AS .00408 . LP. L1 -10N LE N(Y H ( FEE -i) = 8. 00 FRICTION LOSS = , 0:33 dTRPNCE LOSSES = 0.000 UNCTION LOSSES = DY+HVi-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) UNCTION LOSSES = 1.681+ 1.159- i.159+( .033)+( 0. tr?ist 0) = 1.714 ODE 1717.73 : HGL= ( 1234. 1 `37) ; EGL= ( 1 c35. 356) ; FL0WL i N= = ( i285.58141) -,JD OF PRESSURE FLOW HYDRAULICS PIPE SYSTEM /r �p2 33 cpt H-6 L- 1z�3 �9 bbo� VOT C-3. PRESSURE PIPE -FLOW HYDRAULICS COMPUTER PROGRAM PACKAGE (Reference: LACFD,LACRD,& OCEMA HYDRAULICS CRITERION) (C) CoPyr^ight 1982 Advanced Engineering Software EAESI Especially prepared for. HALL & FOREMAN, INC. **********DESCRIPTION OF RESULTS*##*###*##*#### * INDUSTRIAL AREA HYDRAULICS LATERAL D FROM LINE L # * 0 225 YR , LATERAL STA 5.65 CLINE L STA 1803.85) � * VENKI. N, J'. N 3551, 3/17/87 # NOTE: STEADY FLOW HYDRAULIC HEAD -LOSS COMPUTATIONS BASED ON THE MOST CONSERVATIVE FORMULAE FROM THE CURRENT LACRD,LACFCD, AND OCEMA DESIGN MANUALS. DOWNSTREAM PRESSURE PIPE FLOW CONTROL DATA: NODE NUMBER = 5.85 FLOWLINE ELEVATION = 1230.92 PIPE DIAMETER(INCH) = 42.00 PIPE FLOW(CFS) = 105.59 ASSUMED DOWNSTREAM CONTROL HGL = 1239.060 <(((<(<(<<(<((<<<<(C<<<<<<(<<<(C(<(<(<>)}))>>')>>>>))>)>>)>>}>)>>)>>>>>>>>>)) Advanced Engineering Software EAES] SERIAL No. A0483A REV. 2.2 RELEASE DATE:12/17/82 PRESSURE FLOW PROCESS FROM NODE 5.65 TO NODE 183.71 IS CODE _ -1--- UPSTREAM NODE 183.71 ELEVATION = 1235.09 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 105.59 CFS PIPE DIAMETER = 42.00 INCHES PIPE LENGTH = 178.06 FEET MANNINGS N = .01300 SF= (u / N.) **2 = (( 105. 59) / ( 1005. 105)) **2 = .0110144 HF=L*SF = ( 178.06)*( .0110144) = 1.961 NODE 183.71 : HGL= ( 1241. 021) ; EGL= < 1242. 891) , FLOWL I NE= ( 1235.090) PRESSURE FLOW PROCESS FROM NODE 18.3.71 TO NODE --347.67 IS -CODE = -3 - - UPSTREAM NODE 347.67 ELEVATION = 1238.94 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): F'IF'E FLOW = 105.59 CFS F'IF'E DIAMETER = 42.00 INCHES AREA F'IF'E LENGTH = 163.96 FEET MANNINGS N = .01300 HV CENTRAL ANGLE = 3.336 DEGREES 3.976 PRESSURE FLOW AREA = 9.621 SQUARE FEET 2 FLOW VELOCITY = 10.97 FEET PER SECOND 10.975 VELOCITY HEAD = 1.870 BEND COEFFICIENT(KB) _ .0481 50.0 HB=KLA* (VELOCITY HEAD) _ { .048)*( 1. 870) = .090 45.000 PIPE CONVEYANCE FACTOR = 1006.105 FRICTION SLOPE(SF) _ .0110144 FRICTION LOSSES = L*SF = f 163.96)*( .0110144) = 1.806 6.042 NODE 347.67 : HGL= ( 1242. 917> ; EGL= ( 1244. 787> ; FLOWL I NE= ( 1238.940> PRESSURE FLOW ---------------------------------------- PROCESS FROM NODE 347.67 TO NODE 352.34 IS CODE = 2 UPSTREAM NODE ---------------------------------------------------------------------------- 352,34 ELEVATION = 1239.03 CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD): PIPE FLOW = 105.59 CFS PIPE DIAMETER = 42.00 INCHES PRESSURE FLOW AREA = 9.621 SQUARE FEET FLOW VELOCITY = iO.97 FEET PER SECOND VELOCITY HEAD = 1.870 HMN = .05*(VELOCITY HEAD) = .05*( 1.870) _ .094 NODE 352.34 : HGL= ( 1243. 011 ); EGL= ( 1244. 881 > . FLOWL INE= ( 1239.030) PRESSURE FLOW PROCESS FROM NODE 352.34 TO NODE~ -716.13 IS CODE=--3---- UPSTREAM NODE ---------------------------------------------------------------------------- 716.13 ELEVATION = 1243.76 CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): PIPE FLOW = 105.59 CFS PIPE DIAMETER = 42.00 INCHES PIPE LENGTH = 363.79 FEET MANNINGS N = .01300 CENTRAL ANGLE = 7.402 DEGREES PRESSURE FLOW AREA = 9.621 SQUARE FEET FLOW VELOCITY = 10.97 FEET PER SECOND VELOCITY HEAD = 1.870 BEND COEFFICIENT(KB) _ .0717 HB=KB* (VELOCITY HEAD) _ ( .072)*( 1. 870) = .134 F'IF'E CONVEYANCE FACTOR = 1006.103 FFRICTION SLOPE(SF) _ .0110144 FRICTION LOSSES = L*SF = ( 363.79)*( .0110144) = 4.1-4107 NODE 716.13 ---------------------------------------------------------------------------- : HGL= ( 1247. 152> ; EGL= ( 12'49. 0`2> ; FLOWL I NE= ( 12243.760> PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = .11 NODE 716.13 : HGL= ( 1247. 260> ; EGL= ( 1 `49. 130> ; FLOWL I NE= ( 12:4,.3. 760> PRESSURE FLOW PROCESS FROM NODE 716.13 TO NODE 723.13 IS CODE = 5 UPSTREAM NODE 723.13 ELEVATION = 1245.11 ------------------------------------------------------------------------------ CALCULATE PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 36.6 27.00 3.976 9.210 .142 1.317 2 105.6 42.00 9.621 10.975 -- 1.870 3 50.0 33.00 5.940 8.416 45.000 - 4 i9.0 224. 00 3.142 6.042 45.000 - 5 0.0===05 EQUALS BASIN INPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(02*V2-01*V1*COS(DELTAI)-G±3*V3*COS(DELTAS)- 04*V4*COS(DF_LTA4))/((AI+A2)*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE _ .01398 DOWNSTREAM FRICTION SLOPE = .01101 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01250 JUNCTION LENGTH(FEET) = 7.00 FRICTION LOSS = .067 ENTRANCE LOSSES = 0.000 JUNCTION LOSSES = DY+HVi-HV2+(FRICTION LOSS)+(EiNTRANCE LOSSES) JUNCTION LOSSES = 2.023+ 1.317- 1.870+( .087)+( 0.000) = 1.558 NODE 723.13 : HGL= ( 1249. 371 > ; EGL= < 1250. 688> ; F LOWL I NE= < 1245.110> PRESSURE FLOW ------------------------------ PROCESS FROM NODE 723.13 TO NODE 805.57 IS CODE = 3 UPSTREAM NODE ---------------------------------------------------------------------------- 805.57 ELEVATION = 1246.26 CALCULATE PRESSURE FLOW F'IF'E -BEND LOSSES(OCEMA): PIPE FLOW = 36.62 CFS PIPE DIAMETER = 27.00 INCHES PIPE LENGTH = 82.44 FEET MANNINGS N = .01300 CENTRAL ANGLE = 1.677 DEGREES PRESSURE FLOW AREA = 3.976 SQUARE FEET FLOW VELOCITY = 9.21 FEET PER SECOND VELOCITY HEAD = 1.317 LEND COEFFICIENT(KB) _ .0341 HB=KB*(VELOCITY HEAD) _ ( .034)*( 1.317) = .045 PIPE CONVEYANCE FACTOR = 309.703 FRICTION SLOPE(SF) _ .013981.3 FRICTION LOSSES = L*SF = ( 82.44)*( .0139813) = 1.153 NODE 805.57 : HGL= < 1250. 569> ;EGL= ( 1251. 886> :FLOWLINE= < 1246. 260) PRESSURE FLOW PROCESS FROM NODE 805.57 70 NODE 1197.67 IS CODE-=-- 3 ---- UPSTREAM NODE ---------------------------------------------------------------------------- 1197.67 ELEVATION = 12:51.75 CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): PIPE FLOW = 36.62 CFS PIPE DIAMETER = 27.00 INCHES PIPE LENGTH = 392.10 FEET MANNINGS N = .01300 CENTRAL ANGLE = 12.593 DEGREES PRESSURE FLOW AREA = 3.976 SQUARE FEET FLOW VELOCITY = 9.21 FEET PER SECOND VELOCITY HEAD = 1.317 BEND COEFFICIENT(KB) _ .0935 HB=KB*(VELOCITY HEAD) = f .094)*( 1.317) = .123 PIPE CONVEYANCE FACTOR = 309.703 FRICTION SLOPE(SF) _ .0139813 FRICTION LOSSES = L*SF = ( 3'32. 10) * t . 013`031.5) = 5.482 NUDE 1197.67 : HGL= ( 1256. 174> ; EGL= < 1257. 4'91 > ; FLOWL I NE= ( 1251.750) PRESSURE FLOW PROCESS FROM NODE 1197.67 TO NODE --120`.34 IS -CODE =- 2 - UPSTREAM NODE ---------------------------------------------------------------------------- 1`02.,.34 ELEVATION = 1251.82 CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD): PIPE FLOW = 36.62 CFS PIPE DIAMETER = 27.00 INCHES PRESSURE FLOW AREA = 3.976 SQUARE FEET FLOW VELOCITY = 9.21 FEET PER SECOND VELOCITY HEAD = 1.317 HMN = . 05* (VELOCITY HEAD) = .05*( 1. 317) _ .066 NODE 1202.34 : HGL= < 1256. 240'> ; EGL= ( 1257. 557) ; FLOWL I NE= ( 1251. 820> PRESSURE FLOW PROCESS FROM NODE 1202.34 -!0 NODE 1697.67 IS CODE -=--,_,---- UPSTREAM NODE 1697.67 ELEVATION = 1260.24 CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): - - - - PIPE FLOW = 36.62 GFS PIPE DIAMETER = 27.00 INCHES PIPE LENGTH = 495.33 FEET MANN I NGS N = .01300 CENTRAL ANGLE = 15.908 DEGREES PRESSURE FLOW AREA = 3.976 SQUARE FEET FLOW VELOCITY = 9.21 FEET PER 'SECOND VELOCITY HEAD = 1.317 BEND COEFFICIEN"f' (KB) = . ik'A51 HLA=KED* (VELOCITY HEAD) _ ( .105)*( 1. 317) = .138 F'IF'E CONVEYANCE FACTOR = 309.703 FRICTION SLOPE(SF) _ .0139813 FRICTION LOSSES = L*SF = ( 495.33)*( .0139813) = 6.325 NODE 1697.67 : HGL= ( 1563. 304> ; EGL= ( 1564. 62:1 > ; FLOWL I NF_= < 126k�. 240> PRESSURE FLOW PROCESS FROM NODE 1637.67 TO NODE 1702.34 IS CODE = 2 UPSTREAM NODE 1702.34 ELEVATION = 1260.32 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD): F'IF'E FLOW = 36.62 GFS PIPE DIAMETER = 27.00 INCHES PRESSURE FLOW AREA = 3.376 SQUARE FEET FLOW VELOCITY = 9.21 FEET PER SECOND VELOCITY HEAD = 1.317 HMN = . 05* (VELOCITY HEAD) = .05*( 1. 317) _ .066 NODE 1702.34 : HGL= ( 1263.370);EGL= ( 1264.687>;FLOWLINE= < 1260.320) PRESSURE FLOW PROCESS FROM NODE 1702.34 TO NODE 1362.21 IS CODE = 3 UPSTREAM NODE 1962.21 ELEVATION = 1264.74 -------------------------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): FIRE FLOW = 36.62 CFS PIPE DIAMETER = 27.00 INCHES PIPE LENGTH = 259.87 FEET MANNINGS N = .01300 CENTRAL ANGLE = 8.346 DEGREES PRESSURE FLOW AREA = 3.376 SQUARE FEET FLOW VELOCITY = 9.21 FEET PER SECOND VELOCITY HEAD = 1.317 BEND COEFFICIENT(KB) _ .0761 HLA=KB* (VELOCITY HEAD) = f .076)*( 1. 317) _ .100 SIRE CONVEYANCE FACTOR = 309.703 FRICTION SLOF`E(SF) _ .0133813 FRICTION LOSSES = L*SF = ( 253.87)*( .0139813) = 3.633 NODE 1962.21 : HGL= ( 1267. 103> ; EGL= ( 1268. 42O> ; FLOWL I NE= t 1264. 740) PRESSURE FLOW PROCESS FROM NODE 1962.21 TO NODE 2085.96 IS CODE = 1 UPSTREAM NODE 2085.96 ELEVATION = 1266.84 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 36.62 CFS PIPE DIAMETER = 27.00 INCHES PIPE ( LENGTH = 123.75 FEET M'yANNI k' NGS N = + 13+(00] SF- (Q/K) **2 = ( ( 36.62)/( 309. 70.x)) **2 = .0139813 HF=L*SF = ( 123.75)*( .0133813) = 1.730 NODE 2085.96 : HGL= ( 1268. 833> ; EGL= ( 1270. 151) ; FLOWL I NE= ( 1266. 840) ---------------------------------------------------------------------------- PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = .26 NODE 2085.96 : HGL= ( 1263.090) ;EGL= ( 1270.407) ;FLOWLINE= ( 1266.840) PRESSURE FLOW PROCESS FROM NODE 2085.96 TO NODE 2142.26 IS CODE = 3 UPSTREAM NODE 2142.26 ELEVATION = 1267.80 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): PIPE FLOW = 36.62 CFS PIPE DIAMETER = 27.00 INCHES PIPE LENGTH = 56.30 FEET MANN I N6S N = .01300 CENTRAL ANGLE = 1.880 DEGREES PRESSURE FLOW AREA = 3.376 SQUARE FEET FLOW VELOCITY = 9.21 FEET PIER SECOND VELOCITY HEAD = 1.317 BEND COEFFICIENT(KB) = .0361 HB=KED* (VELOCITY HEAD) _ ( .036)*( 1. 317) _ .048 PIPE CONVEYANCE FACTOR = 309.703 FR I i ;'i I i)N GL.OPE (SF) _ .0139813 FRICTION LOSSES = L*SF = ( 56.30)*( .0139813) _ .787 NODE 2142.26 : HGL= < 1269. 925) ; EGL= < 12 71. 2_42> ; FLOWL I N =_ < 1'"" �,7. 800> ---------------------------------------------------------------------------- PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = .13 NODE 2142.26 : HGL= < 1270. 050> ; EGL= < 1271. 367> ; FLOWL I NE= ( 1267.800) PRESSURE FLOW PROCESS FROM NODE 2142.26 TO NODE 2147.26 IS -CODE _ 5 UPSTREAM NODE 2147.2:6 ELEVATION = 1268.13 CALCULATE PRESSURE FLOW JUNCTION LOSSES: -- - - NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 22.2 24.00 3.142 7.073 .167 .777 ...6.6 27.00 3.976 9.210 -- 1.317 3 14.4 21.00 2.405 5.987 60.000 - 4 0.0 0.00 0.000 0.000 0.000 - 5 0.0===05 EQUALS BASIN INPUT=== LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Q1*V1*COS(DELTAI)-03*V3*COS(DELTA3)- 04*V4*COS(DELTA4))/((A1+A2)*16.1) UPSTREAM MANNINGS N = .01300 DOWNSTREAM MANNINGS N = .01300 UPSTREAM FRICTION SLOPE _ .00965 DOWNSTREAM FRICTION SLOPE _ .01398 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01181 JUNCTION LENGTH(FEET) = 5.00 FRICTION LOSS = .059 ENTRANCE LOSSES = 0.000 JUNCTION LOSSES = DY+HV1-HV2+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = 1.196+ .777- 1.317+( .059)+( 0. 000) _ .714 NODE 2147.26 : HGL= < 1271. 305> ; EGL= ( 1272. 082) ; FLOWL I NE= ( 1268.1370> PRESSURE FLOW PROCESS FROM NODE 2147.26 TO NODE- 2377.28 IS CODE _=- 3 -- UPSTREAM NODE 2377.28 ELEVATION = 1271.12 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW PIPE -EMEND LOSSES(OCEMA): PIPE FLOW = 22.22 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 230.02 FEET MANNINGS N = .01300 CENTRAL ANGLE = 7.780 DEGREES PRESSURE FLOW AREA = 3.142 SQUARE FEET FLOW VELOCITY = 7.07 FEET PER SECOND VELOCITY HEAD = .777 PEND COEFFICIENT(KB) _ .0735 HH=KH* (VELOCITY HEAD) = t .074)*( . 777) _ .057 PIPE CONVEYANCE FACTOR = 226.224 FRICTION SLOPE(SF) _ .0096474 FRICTION LOSSES = L*SF = ( 230.02)*( .0096474) = 2.219 NODE 2377.28 : HGL= < 1273.581>;EGL= ( 1274.358>;FLOWLINE= < 1271.120) PRESSURE FLOW PROCESS FROM NODE 2377.28 TO NODE -2564.50-IS CODE UPSTREAM LODE 2564.50 ELEVATION = 1273.56 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 22.22 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 187.22 FEET MANNINGS N = .01300 SF=(Q/K) **2 = (( 22.22)/( 226. 224)) **2 = .0096474 HF=L*SF = ( i87.22)*( . 0096474) = 1.806 NUDE 2:564.50 : HGL= ( 1275. 367> ; EGL= < 1276. 164) ; FLOWL INE= ( 1273.560> ------------------------------ PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = .17 NODE 2564.50 : HGL= ( 1275. 5E0) ; EGL= ( 1276. 337) ; FLOWLINE= ( 1273. 560) - ----------------------------------- PRESSURE FLOW PROCESS FROM NODE 2564.50 TO NODE 2569.17 IS CODE = 2 UPSTREAM NODE 2569.17 ELEVATION = 1273.62 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD): F'IF'E FLOW = 22.22 CFS PIPE DIAMETER = 24.00 INCHES PRESSURE FLOW AREA = 3.142 SQUARE FEET FLOW VELOCITY = 7.07 FEET PER SECOND VELOCITY HEAD = .777 HMN = . 05* (VELOCITY HEAD) = .05*( . 777) _ .039 NODE 2569.17 : HGL= ( 1275.599);EGL= < 1276.376>;FLOWLINE= ( 1273.620) ---------------------------------------------------------------------------- PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = .02 NODE 2569.17 : HGL= ( 1275, 620) ; EGL= ( 1276. 397> ; FLOWL I NE= ( 1273.620> PRESSURE FLOW PROCESS FROM NODE 2569.17 TO NODE 2669.86 IS CODE = 3 UPSTREAM NODE ---------------------------------------------------------------------------- 2669.86 ELEVATION = 1274.93 CALCULATE PRESSURE FLOW PIPE -BEND LOSSES(OCEMA): PIPE FLOW = 22.22 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 103.03 FEET MANN INGS N = .01300 CENTRAL ANGLE = 65.590 DEGREES PRESSURE FLOW AREA = 3.142 SQUARE FEET FLOW VELOCITY = 7.07 FEET PER SECOND VELOCITY HEAD = .777 BEND COEFFICIENT(KB) _ .2134 HES=KB* (VELOCITY HEAD) _ ( .213)*( . 777) = .166 PIPE CONVEYANCE FACTOR = 226.224 FRICTION SLOPE(SF) _ .0096474 FRICTION LOSSES = L*SF = ( 103-03)*( .0096474) = .994 NODE 2669.86 : HGL= < 1276. 780> ; EGL= ( 1277. 557> ; FLOWL I NE= < 1274. 930) PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL - LOST PRESSURE HEAD USING SOFFIT CONTROL = .15 NODE 2669.86 : HGL= ( 1276. 930> ; EGL= < 1277. 707> ; FLOWL I NE= ( 1274.930> PRESSURE FLOW PROCESS FROM NODE ;673.86 TO -NODE -2673.66-IS CODE -= 8 UPSTREAM NODE 2673.86 ELEVATION = 1275.03 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW CATCH BASIN ENTRANCE LOSSES(LACFCD): PIPE FLOW(CFS) = 22.22 PIPE DIAMETER(INCH) = 24.00 PRESSURE FLOW VELOCITY HEAD = .777 CATCH BASIN ENERGY LOSS = .2*(VELOCITY HEAD) = .2*( .777) _ .155 NODE 2673.86 : HGL= < 1277. 862> ;EGL= < 1277. 862> ;FLOWLINE= ( 1275.030> END OF PRESSURE FLOW HYDRAULICS RIPE SYSTEM f I ! I I i f I I ( j I ' ' I I 1 • I I I ! • I i ! I v 2 7 z o a 0 a 0 a 0 • o n a . o• o • n • o a �T � 1 E ! n o n o n v n n n n vl I o yi o o. o o C. r, o o Cl n ul I I n o 0 o n C. 0 0 0 0 n ru e nna I I o i cl [i N n N o n n o V d C1 n O O a7 ai ID C; O O M C, n n n o n r7 [, [•, O C., O a'1 w o " L4 n • P 4 .[ I V 1 v. n of o •o n, n o ni c, n -•l i ' I n of n c JI r I I 1 j j � I J i , I I I x. oq. o of n a o n o n of c, n o of ql n a r] o c, cil cJ o of c, I n of o v X u oII1 r• u f J I I o O I C, CJ o f [, b O I C, u n , 4 1 a r,+' r, o N H n M ! n r, M I I �! n o� v �y vi •o q of n �) •r N N: v v v, n n' •. •o1 N N rV n 1� n I r tp IF T LLI 1 , I s z c, n o f r o t7 L [] O c) C, J n1 r n, R In a) o u O• F n'i ,n n. 1, r r t• J in o f, O h L, �► a r N 'h M n d fq T •f r• r J I 1 to c, I t7 n o f r, n rr t .I t z r 1 -, u• •t I N �I r� n n rl N of n n c. n r�i i, [, n 0 Ill n �• � n fn nl M! r. N ^ C3, C, C' f] C, CI G,i [, q f o M � A: r• N �1. i ::, n of o 0 N .I 11 � K M, F•• r-, lv N • u V z •�' � N n� .r in Y, � n w T '^ J n n ul I I I I I I I I I f I ! I I i f I I ( j I ' ' I I 1 • I I I ! I 1 I 1 I j I i I I i , I I I ! • I i ! I I , � I ! I i 1 E ! 1 I Q of ! o I ^ f I rOl �l 'O vl I o yi I ! nl Qp I pp I I I f I I I I ; I o I I i I I I 1 N In I I I I r•' 1 Y I v Z K I �i 7 n '7 •t F � � • I 1 u, ul up O D C, 0 CJ fI O I cl p p � u O C. n O C: �J � I • �• t-` D fl N I I fV P- LL N J l� r•' • kn • J • M � ,••• • I N . I h, I I i I 1 I h N N n U 1A P . I I r i • 1 ' N V r iW >h O I til p t-1 c->D r N r r•1 � �r r I •- I I I N. I n1 I t I Lo J • c', a r, r I I I r � "i J r, I � r + '•r 1 ; rt P !•1 ^ M R t t"1 •O .R R n II - IL17, u LI P VI C) n C) n M N ll i r Y .- r .• I I 1r. In m r. M ., I 1• I A �` P I IT •tl � , J J •+ In nl n) ••. V en n •T `!) J •O I N •O R M+ .7 ,` In M YI J •1 •t ,• C, V V , P P i T 11 I) fl r) r] n ("', I) n Inv ,J f7 p ^, ^, f , L7 O O f) • � 11 I 11 11 �n 3u� J h h J ^l J _I J J 1 J I J J• n rL fl K K ,J J l ..] l• J _ J LL, t h A (, u) LL LL Ik F LL h LL h LL h L C) `) n I o cl •I r n LL Ill • • I In Lq I M 1 A 1 1 'r N Ir In Ir ; n 1� � n 7 •- I S Z r I I.1 � t+ �: 111 r f I r • O) r \') ,r n. w J � .f Iw V pp 111 fU' •tl 111 I* •r n n u L u . . . n . I (7 • C1 . P !a _1 I Y 11 t ;' V r') J •f • t • [1 r;, I f 1 = K s. ,N.. J N n C'1 1 h) n (] i• J � •p YI N fU �(+ ! .�) hl I J � I n I J � W J � Yl U f I\ •f 7. T '� '� (� 7 •1 r d M 1 a r a �•1 N ...-4 v .[ i rY f1 K ClI I cl O ! I J N r . . . . r . r, • I Y . r K lu x111 M to , v, Ir+ N cU p I M N C, In +q ,-i v ;`•1 s n ,n � n f1 .? o p� I h � ' ,b .- J I . I . K j 1 w ' a Y � a m ' O I + x I cl in fe u i � w , n w L7 W H I I I VO V Jw I Q 4 H Q = �n�x J i ' ►•LL i o o O 2 Cr IL ' �u1K I is 2 I ' x a u+ r S It U V I1 4 I I LL4u .ca 9r. wl R+ K 4 (, LLI h I a I w n' n N i Nwz I hzI I Ilj lun ►• In 3I ut n u 4 I wNJ � r1Tx� t I w 111 K -.11 a O h h' h n 111 n 6 1Ll 4 4l I I I I_'1 4 Y n H nl 4n N NOO Inwro j Y ww+ , Ot K K 7 4 J C) h h '.t wJh u V I- I• T Iw K It Z z; r 1 �Nw I- 1 1-r h T.c— : 7 2 n �t C•.r-1 w w v nn h T7C AOO nu, rM h I n a a n l w n A C)O O i n C•O n4 Ci 5j`, F �lI I I I 1 Z 'Y 7In w{ Ja J 7 M1 K I _Z uu 1N u, 111 � nl rtr LLI V U U UI t� a JrJ r• !• UV E !•ulT Z s nnot I I I JFK w 41 � 7 h+ Irk Ilt r l K �K R LL n O. ' i An M h ►.rr nn• rn 70 I n 7 N� Y. IY > a a '••� -� I 1 r oo oo r.r uu ; h h c, o o r ,r t+nn+-r •cr•� J.a I I I (r rr 7. hu u c f, V a71 h o o a 'ri u U •LLIL KahulN C.nI f nr2ulLL tllJ rrl j VltlLL t'U SSI it cl r hl rtr 111 11! (7+ ,toutI IU 41 LL FY M 'C �+ a •i' u u 11 n1 �T.ST: � I 1 Pna. ra r:c :LUNrn N ' i J uI n ur ur , .I u w ur n IS It u F h �•, 1 uuUTOn .iaa, NNwona;; zz I • 1-1 T ll tl U f. ria hhl � I !y O I 1 T x L r T( Is I r 1 I 1 I I I ' I , I I � • 1 I 1 ` f I ; � , I j f I • H 1. M O h l I � ' MrIH MM Hn"" Ir f. Y H HH Nrl ly I j C • h. M � hl 1 I � - O r1 faM I N; V r I s r.r-n L i � w nnn n.nn i � � I I I � I v• inn AAn- n l � I I n I r � M1nn nnn I I I i r! a rA.P. n r I 1 I L AM1F. n tirlPI. . 1 M1 n A I j I 1 I I r 4 w n - J A F r • Ann nAr I 1 r � � I a! I J ArF � r� I� .- .- _ r .• r ,,., a AAF. i I r�- ri I t- .-• i I •.1 rl M T I M1M1F• r I f� F A F I I 1 r n: An.r I I ! I �N� O h •F• n} n I wrl U A} F• j ; � I I "• I s •a I L n- o F• A �.. M1 bA �Mn MM i I n o t 7 A W rn A>n n M M � L I r+ r. �+F• I n s r� F> A wn M I H I r I rn An• . Air r-xr � I I 41 i r� r I �Y I I w w� I •1 al ` w ' n n t•A � I � A f- A• n J •J r Ir .�- r .- r �� r I I 1-• r- f F� r 1- r ►- 1- r- I � 1� o. n N I I J'J _I J J J I r Y i I � rl U � n 1 A A•.Ir I l I , >,>» > 777077 77»77:] � n A . F• n L Jj_1JJJJJ »}>>> I »»JI 77 77 7 777777 � nn II I » i 7') � •-•-rI 4 � A nA I . Ln .ra a a as I f >�> � I 07 I _• Lr n t F- • I '7 n mn > ,> »'» >»> » »:»-I 7 :l 7 7 7 7 5 7 5` 7 ZD t1 U I J I M1 �• J. A CF nFn IFx2 7 FT I I �' I I q0 o C. nd PP� a C rn; T I An•A a r• F r I a 0 ntlq on tl 00gl ' •L m L r !Tr =f f 2T SS lA l)L7 L .PI A t*A fn c) I n n I T J� A .•I M1 A «u r. an a 1•- V M1 A Cr r I tsq q OC) P g q d q� 1-' i • IL - P �l n •.+M r a M1 (n 1` n` r i w�' 1 M1 •rl F. I cr 2 V r. r I � . 7 i , 1 r• n. r r�nn I � I .IYI 1 0 nnr 1 � •�• ' ' n C � A r n A r n ' , I •a u.l or r An• r -AA � n n r I I � I � I i � I +• ' z Il nr F- z r n r - n I n n � i I i vt n r ' w r f -n F A w I � I I I 1 tA•+ hr F >• w r nr n I I I - c 1- C I �� A r T- f•Ar fj! n•nw � i 1 I I � rt..� vo• Ar n • Ar r r � Ij I •n a J N � c' n r r ern A r n AA I j i n L 7 A r_n i I I m r a •• • I I �I L r- ' . I w 0, L •.. I H I I .. b o L . M .. . I 11 r r r� i i a n K •7 1 I w ► 1� -f f1 n 0 O O n; o O n C�o O I i f u1 O 6 a v P n n CL Q \r0. O n c C a' O O! O w I ' • • I J ., J a o Q i I I , Iil L Q i I N. a• l7 � J � Q i I � • 4 ' s o e• C. n Ci. u U CJ I . • w r.. CI n (� n � 111 J U1 '� i I 1 ++ r -� a o• o I ! H r x J cl o• • n � N Q, 8 M f n u , 11 r rI • ; �} Q I n. I � I J U� s h Ji IL . c ^�, r AI p. n I n n z J ti � V•� n r USC Iy nf! n' � v I n w N • I � ' n r• N II! \ u• rc O f[ IV 1 X •1 (] �l T J r TI .! M N I ti •n hl I I � • I j I i i I I i I I I I I � I I j I 111 I I I i I I I I I I r 1711 � 1 f I 1 1 ! 1 1 r I f I I 1 1 J Z � 7 1 •- 11 UI .- Y•- tw f1+rK •ClA Y Iz Q UI H SY FW tl i 1 O O fT O I I Cf O O t F' I I I I O C) r� A f � N f u n � T wl I N rJ 'In I I n In I i I I I I I I I I i I n:IV I M ,n I I N r IN I I I v J ti .- lu �LL IA• I -- I CI Y • a• J I N Vl n v I h r N n N I N N IM 1• I : n r N h: n � f I I I J J�� • u'1 w4 I •I A F- ± nin J.N f'1 n rc a IFY i I O i rc. n I •r I .l 1^ CI.V � 111 ILII I A T '.� •n rc1 7: v I C) Ir J � +a rr to f � •7 tY gra V •'l ti �n •� v •� b ' n l O• 'O I C � n j YI , ! a n I4 I � I -f i f•1 , •y r- u a ul t� J I J .�-. i I ' I I U n L J ra n W 2 J I I I 1 I J. ®i i i I I i I I I I I � I I j I 111 I I I i I I I I I I { Iir I I I I I I � I I 1 f I 1 1 ! 1 1 r I f I I 1 • � I1` I I I ' I I I I I I i 1 I f r I I i I iI j I { I I ' I ' i 1 , 1 Y I I U n 1 a ' Y n Is n I I m I r � " I I ur J M 7• ' I i ' r F n z un uJwI � ul fl I I I I J JP JUl FI I ' n a a O� ' I OX na I a- p n • I 1 N In O UI I 1 I Ura C• Ill F' ' n n rt NI I ' p, I rru J=rn � I 10 nKu n I u. In J I T S' � I J K C m e VI I r I I j 1 I S 2. •n []� Z ZI Or•- h•• j i I .r w •Y InlJF tJV r i 1. f F• N 1 9 l) t � n -L (♦ H rU UI' `J rl li F faUO V>ll srHFj n n n rc I [. n n Y? n f l n .r n • , '1 -] -a "1 1• r1 f1 n " J' 1M H 7 1 aj 1. u u 1.1[.11 � 7 J fJ Cl O O Inn .i Q n n n '."11•!a I :' N U 11 III IY i •1 Il O d s I I sante rcrf n<]n'F- xr; i 1 -1 v•+n In L 1 Y •T 111 ']7 1 u1 I I I. r H rnt,rr. i r"r1 JJ' I h K r FIl 11771 I Z C Z F ul LL n n: n n n c+w v.nnn LL IC 1u .[ 1� 1,1 J >• >r I r r. ul a _I /� .• n. lIl III LL' f. LY I •[ N n '• .•, +Ir l[ 11 UI 1 t1 S F r J'a IU n Q l l.Tn♦l rlw F 3 SCI J 111 1Jl U� •S •J l� Ilr III 6 n LL Il a I u a1 x n n •a a •[ � ' •- . z O nt,IUU • I •1 •f V T T U I H H' 1 •n vl •n lu n n •J :• t 2 I I T ul Irr u rl .+ 11 •- �n�iu}• 'i r[Il I r "'1 7 J •rJ ra ' 1 � � "] ]l •1 •I Cl � � I ' I I ( I I I � I I I CIVIL ENGINEERING o LAND PLANNING o LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF //vpUSMAL AP -EA PYDRAUbCS VENX-!, N 41J/6/$'7 1 3 1 1 2,� �p�' 9m T�an.�+ ova otic c ccvc c Foot A -P dvai n s-fA 6794-02 rCvt 1 - t !� nPitt 1� t�l Ci)1ju �a� illp->-, t C f;, fjo� ti: cur 2 o F ps ci I k -.-A �-.a,,., �,,� , :,� 1/,o pc -f �v V F V Grr.J QMG' Jt}D Pi -{ �lov t 261ji-j C CAJ-7 t PH D- 3� 3�;o .Cug.c{ ko 1 A) -�� - 3 D o p. ,d_� � 4J r 60, Ono S-) 1� Y�l 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 a (714) 641-8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF - 1(619-7 T va»Aian S f vct crcv-c _ %fin ,is Load..r I-) L rArp Lo c A H S 20-...Ja4 ryvz P �,,c qRo i LA -rep -At. Co" D1 1-70�-4 1 AT :E77 -A 69404 -02 - _ r I k 1r,11 � I Loop. koAJ? K `j nkc-- I C12FF, CALTPAr4S 2>.83) s 4-03 I 3.9sk3-9s+lF•o = 11 -moi � LafiY..� cl.'s toi,cs = f I- g LRiF-►tL CoNT-1 rJ 2. ci 97-P, 62+04 -oz = 4,51!'[Izzzs-1zi�-99) 1- 79 7-99 LOh�r of ..2 d -Z4 to,,, Fov Looj Larix w�oM w. M ,, Tve-'f T' f, 11 u 9 ' Total o i s 1". Litre jt,,d 60 s A 68-+04- 02 Z 2 = O- 33/f KS F /CSF 1000 LoNG1Tu.D,NnLLy NOT LESS TKAN E La,;) .d : Na Load = O - 6 3 /' ,rs F 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY \fRY) . /.r DATE 41161&2 1105 NO. SHEET 3 OF24- 3:z - lo a,4s = � y 0-257 kS'F C C,2uJAfie) 7-99 X7-9► _ 0- 6 3/, KS F C E Loaol� ? va r✓I Aj-CV 1 Loo.c� = p -:2 S 7 KS F + -j' O "d; n Cr /V%e Co t fY i,d &,CYl i 17 � and ! 7 r 1 S p 2- S (4 - It 4 4 4- 0 12 Joos 2- 37S kS F 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 wax gV"loow" '-�y w_ CIVIL ENGINEERING 0 LAND PLANNING LAND I` SUBJECT � BY 108 NO. SHEET � OF 7 2_4 ,4T STA 6 -7+ 122 2 - 3 — !2 �s•67 l6 s� - - TOI Ax Gl.(/s fvr 'fit 2a� �Ogpi = y XZ (S -8d +S�►'4-01� II- �o 0-1'77>;ss Cal. load 1�+0 6-63 • 928'kfF 0 -177L' --r- 3 2- .177rrr 3-Z . 0 5- 11 6o x 11 - 60 7VG 17/1 U�v/a Lo d�'>� _ O • l I �7 le S 1- 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 wag "&"go R0,00co CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATElOB NO. SHEET OF 4 1687 5 Zcr Load 4cfc'�-A :: r -s-D + I- 5E + 2-s CL+ z) l s_o = 1 S x 17 , /s° 4 ! Sx p-928 + 2-��a•S24 °� is l000 3 -OZ ksF. AT STA 6'71'ac4, 02 GoAxe vYtA 'H� lord ni c] -ft,, / = 3.02-k2p 6 i w e / 4 It �0C,A oln BOFf - _S�A AT srA 67+s4.02 A' Are sem, &s F 0. k -s F C 90 Ile-) = 2�6 S 2.c a�x 100 o x `ZJ Dips 14 b o so iv keCC ^ I S'x9)842 ssy + f- -9- Lg. 60 42-9 6DU I 3 6o0 ,mss r- 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 0,096"W420,4 90ooes CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE ////� 10B NO. SHEET 6 o77 Sri 0 Z 3 I•s�d�t o t 73� _ = 3 s Ji v b e ,d CCALi1zP,Ns-b83) 3-s j 3cco c) 7 x IZ� itf \�e = 32.21k V,n 1206-2ra- :1 = 21 7- 3 8 k t 3 -O -T kV PQ nC, �T SLAB (,-j gODGI' 17 120 6 -2i t=?F� � o f GOT-. S t -A S 3.60 ksF 16-5 +rp- I.sx1t,P-1,6.7t _ �Z or `upLL TLu ��G n Fits rn �/tc � ,(, /4 71�CL A24s c� r� ord A3 f_ /lis p = J-/' >_ _ At�hi; = 17--3 25-S ) % . d � I ►3oT_ S �-A3 "-- 3.6o c 17 —Q _ 3 I -q I Ic P'.S_ . moxi w m l.tu = 3 s Ji v b e ,d CCALi1zP,Ns-b83) 3-s j 3cco c) 7 x IZ� itf \�e = 32.21k V,n 0 €�s VC = 21 7- 3 8 k �- 2 Si -/ PQ nC, GJ�� r�m3 i;1 ftl, ( k -r,4 ) (,-j gODGI' 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 SUBJECT BY DATE fy / 9) JOB NO. SHEET OF 7 24 121LL_--_-- S -- --- N 4 U 1.20594_�3 _ ��Stp x 9-4i r�2 x (3.s3 — 1^Sk� 4z� 3 t 2- � h¢�� L� a G' ;� c� f1„ w� = 0 • � i -� 3 -.�•c 3 a x_ � 2 x 1 I l z-21- 5-1 K. rood ANA LyS IS 3 12 12 FOv D 14 I`'I Z = { �� r Z t• S8 IY 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 w4e g 20"Mao'.0 got* CIVIL ENGINEERING LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF W-ok;. N 1 4( �?7 3ss1 I a4t Moment bi4t,- 12,,Lw 3_O2r�sF l,sy .kcsF�1LE�.E-—i �:sc�-ksr- )-79I c I Iw �I� A F I -79X D 3-6o tsr '(p, A4 9-42-__ �•7_ y Z 4- 0-677 - 0.677 `%E = O- 323 Y(4Ff- 323 YAC 6 -77 W QZ_ 3-02,c (l7-67) W2 2 gra W /c! L _ + J•s c (�.�z` (3.s3-! L ►z JS- Jz- Is +(7- 2"7 z1. WL _-s4-,c(9.44) �� t [3 -s3 -i r�)� Gz x Gz ►z 10 r " - - 20 -22 � MA 4 _ 4- WJ2 - 3_60 x,()767) _ + ✓. 67 /K 12, _ __�__._. _ ..__ 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 9 (714) 641-8777 h & g 20"wm Rmco - - CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 47woow CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBIECTBY VP[GN DATE I6 JOB NO. SHEET ID OF 2 �/? �t fir Fvu- + �7 3'0 Z� 7 In�.ctQ i 3'r 2- 2- 2 6-68'g- S , 2/,,4 0. k- No S k,., y /J ktsv ta Mpw6.eY A -D S5� CSS -07 � rc�-o • s� 0 J►Raximttm Oo�.' �wf ��� l4o.so /V/G• ?c-rync rri1 /(/Ph�,� /�/CAl•!til = s n7- � _ y �- 25'•i I s F • 2S- -S:- r 1- 7-t�! 7.6 7/y 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECTBY DATE/ ib/i 7 JOB NO. SHEET !, OF Y Men, Joey AT-� J' �c X7-4 Z +� •s3 -l- s �) �� %-.c 10- 12- 7 �— - ,c9.4Z +(353-{-�Lf,� c Gl ,c 2 _ j3_'c0 4'b1 A a 1 3 S 5 - 45, t�-d It 7o ,V�f = !.+ - 09 -, . 13 -S.D A . � ix�1 and MomQwl" � 11�i/� pFi►,� = 54--/� �K. N► r Yl i mU „� J,Qj . momp'Y'r �, AR 47,.30 Alti)(i mu 1\11 . morrz J-'J`Y A A = �;S- 4 �r —112-1 = SS- 4S-- 4) - 3- 1, 24_- 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 got* CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT - BY YC DATE JOB NO. SHEET t2 OF 24 Is �e 3.s 3 000 xIl rl Vc 2 c/t,eck For Axid Load 3�h � = 0-Srx p- 7 ac 3000 x 169 I I 'T- 42- .52- .9 Z.52•4 s I'ar- 1 14 9rce 0 k. 42 /Wto hi v /Y1,-�>✓ ice- U f M AIC /1//0 »nr -t Qa f, Fed = 70 -5-7 'k /Y/pxve /I'rcin�f.�t C_ rod, ,�1 (, = v-3-0 it. ��U _ 70--7- �1 L� x _ 0 13 3 q 140 w,—o . 46 (Rt T. P -AG RD o P 00 -73 q" A cz 3la- _?s� 1 mr = r? p • 00 3 �� Pix = O 7s Pb Al l- 2 3 4k9. ice+ 1f/ r 307 . 'z 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 C90,00co CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF \I"- IN 4//7/P7 1 13 —741 %b D- 9 J b d l D 3 vtc e4) 2- -�-� 0- u� = 0. 0 P = o 0047 *,4 60 !B� C%C lei~�ev AD Ili Cv)dmo�+A� S9 -4S ► 2-, w -17r D 9 3 14)2- D - I2 r P� c o6► 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 h• Ro v CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF of m 6eY A 5 Prs )ncrf,&,n.k to,. 4-o MGkr mwum i\I-gcLL c inter Q r.l' - 59 • �t �� Foy 13ak (,..JJe v w i %aj 01), a surd Ml box i.A &0 .Lar+t' --Y�rd A tkc box w,'& 41 I rvf r �JL t &r+ . PAY o k„c!� n o >rL i n c.J� r ¢ r'n �cv Ca ».e , t fi`, 7nDmPvV� SCet^ C to ht (`nn.ev jacz ca i hox) I\R E(�tKt&-".t7r,Dn/t C� /ns ba, (/S 'not- -ecc0vLD 9x.A'cxa CdY� •Gi0y ..i� 1 b oy Com- ; &P n ce /t -v .Goy. J, a (Q Q,� cta-e � � n a wl-r x -e h%t4 m au e >r 0 rn e,v1- 1-6 box A,.A lea �� � � i� c.,r�c�(. �o,^ r� S f1°r 6'r�94 0 � ra max: r•, i ze �v B c TTS i1,'d w aij itia t� t� l�Q d.as �`�r>�.e� �ev �� � Ym. x. -t mum ha�'�c.�i4' Co,�o(.'.� a+rtL �. � �t } amc I ` �' Cn• � YY�BrY',,^r,tj )uaAre ,C.p G'+v v I'Alcd 1 /S�j ann A a TT, Ta- w; tt^ a-& 103 �a 0� P S1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 20"Mem go-00co CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE 106 NO. SHEET OF 4/(A) Js' 2t1 - STA 68404-02 L00d OT) fop tt SQa6 = 2-37sksr- LOAD( cr Ra Ifo -m Vab L i,Ut Load = 0-444 K I F Ea, q, Load = 0-6.3) lcS F mad Load 9, Vab C `Top crrd (3o Hom) 2C[/7-/14- z ` Iri� rloo o iiJ - g - 2 63 Soil 2Qr-A"n -7= I. � 17,11 is 2-972 KSF 17 x7.3 F--L7,6-Fei.}.?4-=- 12 OF TbP (�-t of SoT - SI -AR 1,r2o7•6,tF9 — 1206-2-�) Ip -31 s 1`3Ksr- IS X [tax )b•g1 = 3-SS',C31'• 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. 716 OF i� M a c(,{• �{-��arf F � xo� P>1a( M � ar,>zo^ rig j•O g X01 73�2- ('3.5xx ()).73j 12- Mpg 2Mpg = — Z9.4a�k �7. 114i4 18.3, I% C� oF' wA L L �'c 12 Ii MAr� _ } yJ Q� _ 7,97 CB Iz Is. 1 11-73 _ p• 6,36 18 3Dx2 I1-73 Y>3E 0 363 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 1 ham. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF 4 I �/Q7 l i 24 �j A rylprnbe v AD i3 SA f3 C D- Fc'tsY 0- 36 3 0-636 0.636 0 363 +22• &9 Ars � — 2`3>42, (23.78- —66-42 — Ig• 4 — 34- o! -1-27-12- 13-56 - 17-00 8-62 +10.81 +6 19 i- S- 40 -4-31 —I-97 -- 3-43 --2.7GI +I- 3*7—)-72 -O•so --�-87 -i-)•Og �D•63 2 - At �� �Cm �' on rd S rpr X 7 4 44 o z G o V 1 Y14 momp mJA- �P/S ,' N �� m o ►r�a�n J – S `3 - 0' O x ('c' c n p1 i D - �i x 3 se b- x Jit x� I I� 2 - 6rs� _ I- 3� 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 h e 9 lw-000l��� 99co CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT - BY DATE ) JOB NO. SHEET OF AT ST -A 68 4o4• o2 k vJ w c -f TA 68+-04-02-- Crni14 1-o ���p►� f7 -►I "'� �3 S� �/� fry wi h�, f�o� �s � 3•s� �F J �,trC bo It p Cpon /0,vl,h - Cf 7- tl + 4 _ IS -3o Fr'x�l► pYtd wcwwv ezj[fev, veJiv ��'��.�:o, w Z� 6I 4o Ik 18 PAS mom" Po/+'t-e Momonf 76-74 //Q re : 71. a on r' % P -e, lh n r U� Y,010( XA r , bu� 0"- 3170 ma 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF 4800 1 T n amy Ce.4, iv; /V t C d i grid f j� rA&AOV a" % _ 76. 74 � � 0,14 NZ� - mm2► -t I 6 ( 4 o e -M 1 a 1 v l �4 K -o rrlt h i ej (n lki CU 4-U `/ ( Il rr � � l4 dr 76 74 1g-, -7 7 to o- 2-34,--,7 11 w o- 2- /z/ /41 C PJ.ax ; O- of //!�� r- � / • $ �7 � p��`/,moi � . cc) s �� C�C Cir�C, � � ct C{ 44 �►�c 6/- 4o x Iz i6%\---, _ 0- /37 W s p - 21 S'z P� O- 0/08. uy� � � h rn>2 v' Li n �, u rr-e-►^/� �j,� tew / o � �' � �$ . �j Cle �� i�riS M' lrt M r'rr,� 4rr G Y 2a G %Q'r' 6-� R. f 17- /r VQ v t c, -e v ci , L. mQ ►J 1O mtJl.+ Mile f/v zG Gov YY� Vk r N jt+yC P mP w� fc/F v Ge�1kF r v, r� o v ct Gid bur > � �'c T c,•�P' �i ` S T� 6e fi o a- o 2- 3170 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 'o CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 SUBJECT - BY DATE 9/ k7 JOB NO. SHEET OF ZD 2-4 N ,tN] py lr .L AGt.v{ J 1,,d i n '1 ✓t �,,. aA , e � n 1 ��d C �x.,,�Cb --q ) a f f,A,,^ , /l f ,,t w L -r W4" kwt DLV4 Moe f �' = 23.1 C1f h�S�'c�.� (u -t Z 6 20 +I 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 hike g 0ow CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING - 3170 REDHILL AVENUE • COSTgMESA, CALIFORNIA 92626-3428 • (714) 641-8777 SUBJECTDATE 7vtnk JOB NO. SHEET OF l_ t4 >r� f7 3ssl 2 j 24 w J 1_ U -- / J f^ M � Z "0 00 J � 7 1 JL ,�0 F L � a -3 Q „F w ul t J d u)J Q z 0 1= u lu f L (2.Of Or C Q1 O e` LA I l U 3170 REDHILL AVENUE • COSTgMESA, CALIFORNIA 92626-3428 • (714) 641-8777 -- / J M 3170 REDHILL AVENUE • COSTgMESA, CALIFORNIA 92626-3428 • (714) 641-8777 - g000co CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT - BY DATE JOB NO. SHEETL OF YRnk; . NJ I 4//a/l ) 3ssl 2[� � I•y5�� N 0 �w C Q. _ I�)av -# 7 6) q c% > a d- 80%, 4 4�P 18" CSC VA{LJEs '� b VAksEs o� u� e - 13ur # 7@5`�/c 1 VA9(ES �- bay -1 7(v7"C/c ,A/0 7F . 1, F �o w �',, c C-& ?) / c fov f 1 i{7 /� r� K� P -z t r v1^w ft K i1 U 1 r 6p Z at, t ves pec -Ctrr 'G. y k4 � PA.", / l � -i n, rn a^A nix.; .4.t 3� ids e CAL- i P F i-AA r0 rCtGt,,r>'A 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 .23- -3 -s 3 -3-s t -He ADPIPOI'rl. REINF0I;CEMENr .�ETAI� I=Ok -rtrE E-rtD WALL. ATsiF 62+04-02 FOP- )tgKcp PAC e C PC)C. R,pyCnt7 ��� d(yTC� cpc� (NLG_MUMrnii� ScFltL r O CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF #.4, Fop- S _'o LoNra &ctl­2-#4 ` FOR 5:0 L ON& 5 FOR S5- LON b 36 ALOK G. SPAN (17• JI '>Dt2ecT(orl 2" - PLAN OF TOP LA-YE)Z OF 86,4 S rok MN oPENIN 6 -x-rpA 2 7 F012 6-o LONG _ONG SPAP0r JJ') Dmec-pon3 ExTkA a—#4- POP- s=oLONG ?xTRA 2 COQ 9--o LoJ46 PIAN OL 80770M I-AyE,e or 8,4p -s r� FfJR MIH OPE= NIN6 f NO I E_. 'C/ A LL !n N D �» i rwp ba 1r/S a� i� P t ��c j6. ;�r^� OLc�l,�oy, j �Q Mv G l�_Ci,''S,►'� !� bG vA G Q J�rLh"Oi� �0� 1 6G V� /�G1 (jt n-0 [1Q l C4 V /l Cv tip( jl� JWkdVI �/V �M (4 O�� i 1V1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 TABLE 2. Moment Strength Mu/cpfcbd2 or Mn/fc'bd2 of Rectangular Sections with Tension Reinforcement Only* w .000 .001 .002 .003 .004 .005 .006 .007 .008 .009 0.0 0 .0010 .0020 .0030 .0040 .0050 .0060 .0070 .0080 .0090 0.01 .0099 .0109 .0119 .0129 .0139 .0149 .0159 .0168 .0178 .0188 0.02 .0197 .0207 .0217 .0226 .0236 .0246 .0256 .0266 .0275 .0285 0.03 .0295 .0304 .0314 .0324 .0333 .0343 .0352 .0362 .0372 .0381 0.04 .0391 .0400 .0410 .0420 .0429 .0438 .0448 .0457 .0467 .0476 0.05 .0485 .0495 .0504 .0513 .0523 .0532 .0541 .0551 .0560 .0569 0.06 .0579 .0588 .0597 .0607 .0616 .0625 .0634 .0643 .0653 .0662 0.07 .0671 .0680 .0689 .0699 .0708 .0717 .0726 .0735 .0744 .0753 0.08 .0762 .0771 .0780 .0789 .0798 .0807 .0816 .0825 .0834 .0843 0.09 .0852 .0861 .0870 .0879 .0888 .0897 .0906 .0915 .0923 .0932 0.10 .0941 .0950 .0959 .0967 .0976 .0985 .0994 .1002 .1011 .1020 0.11 .1029 .1037 .1046 .1055 .1063 .1072 .1081 .1089 .1098 .1106 0.12 .1115 .1124 .1133 .1141 .1149 .1158 .1166 .1175 .1183 .1192 0.13 .1200 .1209 .1217 .1226 .1234 .1243 .1251 .1259 .1268 .1276 0.14 .1284 .1293 .1301 .1309 .1318 .1326 .1334 .1342 .1351 .1359 0.15 .1367 .1375 .1384 .1392 .1400 .1408 .1416 .1425 .1433 .1441 0.16 .1449 .1457 .1465 .1473 .1481 .1489 .1497 .1506 .1514 .1522 0.17 .1529 .1537 .1545 .1553 .1561 .1569 .1577 .1585 .1593 .1601 0.18 .1609 .1617 .1624 .1632 .1640 .1648 .1656 .1664 .1671 .1679 0.19 .1687 .1695 .1703 .1710 .1718 .1726 .1733 .1741 .1749 .1756 0.20 .1764 .1772 .1779 .1787 .1794 .1802 .1810 .1817 .1825 .1832 0.21 .1840 .1847 .1855 .1862 .1870 .1877 .1885 .1892 .1900 .1907 0.22 .1914 .1922 .1929 .1937 .1944 .1951 .1959 .1966 .1973 .1981 0.23 .1988 .1995 .2002 .2010 .2017 .2024 .2031 .2039 .2046 .2053 0.24 .2060 .2067 .2075 .2082 .2089 .2096 .2103 .2110 .2117 .2124 0.25 .2131 .2138 .2145 .2152 .2159 .2166 .2173 .2180 .2187 .2194 0.26 .2201 .2208 .2215 .2222 .2229 .2236 .2243 .2249 .2256 .2263 0.27 .2270 .2277 .2284 .2290 .2297 .2304 .2311 .2317 .2324 .2331 0.28 .2337 .2344 .2351 .2357 .2364 .2371 .2377 .2384 .2391 .2397 0.29 .2404 .2410 .2417 .2423 .2430 .2437 .2443 .2450 .2456 .2463 0.30 .2469 .2475 .2482 .2488 .2495 .2501 .2508 .2514 .2520 .2527 0.31 .2533 .2539 .2546 .2552 .2558 .2565 .2571 .2577 .2583 .2590 0.32 .2596 .2602 .2608 .2614 .2621 .2627 .2633 .2639 .2645 .2651 0.33 .2657 .2664 .2670 .2676 .2682 .2688 .2694 .2700 .2706 .2712 0.34 .2718 .2724 .2730 .2736 .2742 .2748 .2754 .2760 .2766 .2771 0.35 .2777 .2783 .2789 .2795 .2801 .2807 .2812 .2818 .2824 .2830 0.36 .2835 .2841 .2847 .2853 .2858 .2864 .2870 .2875 .2881 .2887 0.37 .2892 .2898 .2904 .2909 .2915 .2920 .2926 .2931 .2937 .2943 0.38 .2948 .2954 .2959 .2965 .2970 .2975 .2981 .2986 .2992 .2997 0.39 .3003 .3008 .3013 .3019 .3024 .3029 .3035 .3040 .3045 .3051 * Mn/f'bd2 - Asfy(d-a/2)fcbd2 w (1-0.59 w), where w = p fy/fc and a - Asfy/O.85fc'b. Design: Using factored moment Mu enter table with Mu/ y fcbd2; find w and compute steel percentage p from p = wf'/fy. Investigation: Enter table with to from w = p fy/fc,; find value of Mn/fcbd2 and solve for nominal moment strength, Mn. 9-7 t 3.7 Practical Selection for Beam Sizes, Bar Sizes, and Bar Placement / 51 ... „ - U.U3 - f 3.7 Practical Selection for Beam Sizes, Bar Sizes, and Bar placement In the previous section the procedure and example for the design of rec- I tangular sections in bending with tension reinforcement only have been 6)(8 4} treated on the assumption that the design moment M„= M„/¢ is already --J I)DU known. This is rarely the case, however, because the design moment must include the elTect of the weight of the beam itself which has not yet been designed. In reality, then, the dead weight of the beam has to be 1I5Satned at the outset; a trial beam size is then obtained and may be readjusted if its elfect on the design moment is significantly different from the assumed value. td 2-# 10, The choice of the steel percentage p is very much dependent on the limitation of the deflection of the beam. Years of experience with [lie working stress method showed that deflection problems were rarely encountered with i in which beams having a steel reinforcement ratio p not more than one-half the shown in maximum permissible value. The Ilse of this amount (one-half of 0.75pb = 0.375ph) may provide a suitable wide for the preliminary choice of the reinforcement ratio. For the selection of an integral number of bars to meet a total steel area requirement, it is desirable to tabulate the combined area of several bars at f a time. Table 3.7.1 gives bar areas for up to 10 bars of the different sites. Table 3.7.1 Total Areas for Various Numbers of Reinforcing Bars t Olt I Nominal Number u/* Burs Bar Uiunjoer Weight Si:e (in.) (Ih/Jr) / 2 3 4 S 6 7 8 4 !D 41 F 0.375 0.376 0.11 0.22 0.33 0.44 0.55 0.66 0.77 0.88 0.99 I.10 #4 0.5(X) 0.668 0.20 0.40 0.60 0.80 1.(X) 1.20 1.40 1.60 1.80 2.W '9k " # 5 0.625 1.043 0.31 0.62 0.93 1.24 1.55 1.86 2.17 2.48 2.79 3.10 #6 0.750 1.502 _ 0.44 0,88 1.32 1.76 2.20 2.64 3.08 3.52 3.96 4.40 41' 7 0.875 2.044 0.60_ 1.20 1.80 2.40 3.00 3.60 4.20 4.80 5.40 6.00 # 8 1.0(X) 2.670 0.79 1.58 2.37 3-16 3.95 4.74 5.53 6.32 7.11 7.90 I #9 1.128 3.400 1.00 2.00 3.00 4.(() 5.00 6.00 7.00 8.()() 9.00 10.()0 #10 19, 1.270 4.303 1.27 2.54, 3.81 5.08 6.35 7.62 8.89 10.16. 11.43 12.70 # 11 1.410 5.313 1.56 3.12 4.68 6.24 7.80 9.36 10.92 12.48 14.04 15.60 + 4141 1.693 7.65 2.25 4.50 6.75 9.1X0 11.25 13.50 15.75 18.0) 20.25 22.50 # 18" 2.257 13.60 4.00 8.(X) 12.00 16.00 20.(X) 24.(X) 28U) 32.00 36.00 40.(X) # 14 and # I8 bars are used primarily as column reinforcement and are rarely used in beams. For the placement of hors within the beam width. ACI-7.6.1 specifics einforce- the clearance needed Ixawecn bars to permit proper concrete placement naller in � around them. This clearance is t in. or the nominal diameter of the bar, working whichever is greater. When two or more layers of bars arc required, the essential minimum clearance between layers is I in. (ACI-7.6.2). Table 3.7.2 gives tbject of1 minimum beam widths for various numbers of equal-sized bars, computed in the manner described above. **************************************************************************** PRESSURE PIPE -FLOW HYDRAULICS COMPUTER PROGRAM PACKAGE \ (;--�eference: LACFD"LACRD,8 OCEMA HYDRAULICS CRITERiOM) **************************************************************************** Esoecza1lv for: HALL & FOREMAN" INC. ****+*****DEGCR!P7I0N DF RESLLTS******************************************** * INDUSTRIA'- AREA HYDRAULICS FOOTHILL DRAIN UP/S O0' JuT LINE L * * Q 25Yq, BEGIN STA 68N4.92~ FOOTHILL DRAlN * * VENKI.m, ]w NOTE: STEAUv FL6W HYDRAULIC HEAD -LOSS COMPUTATIO�S BASED ON THE MOST CONGERVAT|VE FDRni/LAF FROM THE CURREN:- LACRD.L�C�CD, OND OcEMA DESI6N mAi4UALS. ) DOWNSTREAM ��ES���� PIPF FLOW CO�TROL BATA: )4. 9.E` FLOWLINE ELEV4TIUN PIPE D!pmF/'&H((NCv) = 81.0to PIPE FLOW(CKS) ASSUMED DCuKST%hp CONTROL H6L = l213.040 /`cvanr-c cng�neer,nu S"�tware �"��� SERIAL �o. �N48�A �804.02 O im0/'l n8,4.nj 1 uUuE 1V `\ *~'' = `. °8z.5u)/( 5797.875)/**2 '�0$/0` .0068986> = ..�+5 HOi = ( 1213.385);EGL= < 1216.z97>2Vi5.710> ---------------------------------------------------------------------------- PRESSURE FLOW ASSinPTION USED TO ADJUST H6L AND EGL LOST pHEGSUHE HEAD USING SOFFIT CONTROL = .07 NODE 6854.92 : HGL= ( 1213.460);EGL= ( 1216.272>:FLOWLINE= < 1206.710> PRESSURE FLOW PROCESS FROM NUDE 6CC;a4. rbc -`I 0 NODE T-696 uS-IS- CODE _-3 -_- UPSTREAM NODE . 6965.35 ELEVATION - 1;:.'07.62 _--------------------•------------------------ CALCULAI-E PRi.SSI_JRE FLOW PTPE--BEND LOSSES (OCEMA): PIPE FLOW = 481.56 CFS PIPE DIAMETER = 81.00 INCHES F'IF'E L.-ENOTH = I1V"_I.43 F=EET' PrANNINGS) N } C`E:NI"RAI... ANC_3LE. = t,.1;:;E, DEC,.,REFS PREISSURE F-G_l..W AR( -A-• :._;« 78-5 SJ,UAiRr FEET FL0W VE I_O(:I"I'Y =' 13.'+6 FE ---ET I-'l•"::R SECOND vk=.1._Crig:1`v FIE"wiC.; fj�:-ND C'.0 F'FICTE;m (F:..D) = .0E=53 I-fF;= F':B* (VEL_OC'ITY HEAD) = ( - 06,5) * ( ;'. 812) = .184 PIPE C:i. WIVE `>'ANC:>-_: Fnc.TOR - 5797« 875 F=RICTION S1-.O[JE: (SF) F=RICTION LOSSES = i_. JtCa;= -. ( 110«43)*( .006898G) = 76c, ODE 6965. 35 „ . F- G L=-; ( :l 2' 14. 405) a r-.. a=,f_. = i PrEaS''_1Rt=.: r-l_CJ:'J I�r}�7-irl'.=SS FROM N^� 5�-•.___._.`i(-'-[,J.___._-«.____--._.._ 0 (:, _ .:5:« TO fvl.lDE E•-3%111, ui`' I i k:.'JIIJ'r. -- 5 UPSTREAM NODE C= 970. Vii: ELEVATION - 120 7„ 66 CALCULATE ,:-'FTE;=:;SLJRF FLOW ,:JLp\ICTIOPw ;_Cit;E-Ss_.__.._.___.._.__________________.________.___._....._.-.�___ NO. J.) l�wl;�;1=1t1�7E' t}TF^ME. I ER ARS A VE,i L.Jt_'% I Y DELTAFtV 1 445. ', 4�r• tsr 1. 410 35. f ti3 J 1.2. 444 2 5 >L1. V_Il�r1c'1 �.. �+s<I ._, ^� G 481. 6 1 1'+, { 7} 1.'i1. 041 ti=�fn .t5 13. 441F ____• 2.812 4 +7..1 A 8. 0v'7 1. 767 4. 90. 000 «_ i 0. i-73!l.JAL,13, I' A'S):N .(Nfpul-.==== LAV,' .•(..:.'i.) AND" (. CE'_• i IA ,... }.�.. 1 RLE :_t ! it 1- �E:S:.T� •�._ FLCI�� .11_�Wi;,"ICIN FC;R%:,Ji._AE: USED: D't(��'': - (a.,_•�-4'�=:-i.}� :i *;.':i. •:�L";0� (I�ELT•iri �. i--G?;�•�v :, �•iti(i:.� (D:l_T"�'�,'�,) - i.+'i}9iS.r�^.l..(.1 A4: ) r f (A1+A2)'if :-la''r. 11 I)OWNIS) 1 F! jyWru7:l:i iv •ii:; t%1 L.i;:_'S YEA ri I'• R C.i.01Od ::: L.i it -`E_- ICilll j`;J4'1 tliJk�i?di T7WI71'7 tIL f;iifsl r: 1 ���i lilli:rt J E' t{ C11- A ?J tl �:_}:li-'� :',:i TI..JI�[�'i J. t.JN f a: J !I i. ) (=i`? ltililL-,H•k'E _.. ,_. z .:`i. �;v� i� �. t.iF:l L. L=:+.+t:; i F-1 (r- c -.k-. 1) ... ::}n .:, : i.r-J .._. ,t kir F ....��:. ,., .r s`...HV- C C'i U i .T1\1C .la"l i_cj ::izr--:.. Cy'::�f'•1•' ---"« F�'wt s ,_ . B_.,... .._. V� - ... 1.,r_'• :ICL.. t 1.,...LYn _._ Li ,,_�),'iI 1;.... I" L_.t 1::, i-' :i! JI ,E': [7'c'i F� 1':(r'Ir: f•,`7 1C -'.:i r;'t. _ L 471:7 I r:.'i••I,s I[ I,W ',. is r r t _ (7o2, i"qi;.:`i:.,i. lI-?I':: p. (;j r' !.:_•�� ._-�..i;•':.}�.} 1 ..-I:.J:?f:al.:.i (L.JI-�S' �i }-•J _...ice ,i..:. ..•'�:.f`t:y}k •i :1. 'd!:;!-Ik•: �� r 7nF-'i_I:_ 1 iiM..,ai\1 I.1, C •V - .(71;.'.4,0 i. f. ".N I'RP t.04 k,'i'.i_(_3i..: I. 1 •• .,_ a�.r;. 'r'!':: F_ :'''.i :',::-I,r ,.`u}? , 41...x_1..:...,. 1• h�._:--t�, -� ,L'„ <.}4If:', 1..fi'.1'•O f_i.ih::i•= i. C. `.s.::i\: }� e,;,kii) -- 4 -. 1...F i-i_:��.t.:i }r (•+; I_'._.i Ji., � ,l. r..� _ t•}7.11 -. » ��-. r_: - +:= x i'/,; i:iIIS4I_ YW,\i.l= f..}.Jt (LiI` '?�„ '1 tJN cil.... i"C.kl•I tl,:1\1 I_-7.J:aa}:, 7 :. i. f':"if- ( . L G1 i if ( ,. fiJ•r�1::1 Wi'�r'�^tr) �- r=.,.:,�_ Nilj)h 7k7 % r.:1, , Id G i-7.) ; F=L�i_= f i. :i. ti, r_'E,•) ; F'L0W1-.1NE:.= PRESSURE FLOW PROCESS FFtCJM NODE_ � 7077. 'l E-1 TO NOr)E - 7449. 74-1 S CODE UPSTREAM NODE 7449.74 ELMVAT•ION = 12-11. '3 7 CALCULA I E PRESSURE FLOW FRIG -1 I ON LOSSES (LAt_:FCj)) : PIPE FLOW = 445.32 CFS PIPE DIAMETER = 81.00 INCHES PIPE LENGTH = 374.96 FEET MANN I NOS N = .01300 SF= (0 / K) **2 = t ( 445.32)/( 5797. 875)) **2, = .0058994 34 HF=L*SF = ( 3'74. 96) * ( . 0+ 58994) = 2.212 NODE 7449.74 : 1-4GL= ( 1218. 13,3> ;EGL= ( 1220. 538) ;FLOWLINE= ( 1211.970> PRESSURE- FLOWASSUMPTION USED TO ADJUST HOL AND EGL �---_W-- ^^�________�_-____-_ LOST PRESSURE. HEAD USING SOFFIT CONTROL_ _ .59 NUDE 71+49.74 HGL_= ( 1218. 720> : EGL_= ( 1.221. 125) ; FLOWL I NE = ( 12j.1.970> PRESSURE. FLOW PROCESS FROM -NODE 744':9.'i4 -"L'0 NODE- 7414.41- I'S -COi)E=-__,_-___ UPSTREAM NODE 7454. 41 ELEVATION = :1211. 99 CALCULATE I'RE;SSURE Ft -OW MANHOLE LOSSES (LACFCD) :------------------------ PIPE FLOW = 44E5. 3,2 CFS PIPE DIAMETER INCHES PRESSURE FLOW AREA EA = 35.785 SWUARE FEET FLOW VELOCITY -- 12.44 FEET PER SECOND VELOCI fY i-It=AD .= �:. 405 1-•11"IN = . 05* (VELOCITY HEAD) _ . 05* ( 2. 405) W .120 NODE 7454. 41. : I-• SL= ( 1218. 84}7i> ; EGL= < 12'2l . 245> ; FLOWL I NE= ( 1211.99L) PRESSURE. FLEW P? OCE'SS F•ROi',l NODE:- 7454.41^tO NODE --8009.74-IS- =--=�-___ CODE UPSTREAM NODE 8009.74 ELEVATION = :1214.88 CALCULATE PRESSURE FLOW FRICTION LOSSFS(LACFCD) :-_______ PIPE. FLOW = 445. 32' GFS PIPE DIAMETER = 81.00 INCHES PIPE LENGTH = 5 5 . 3?, FEET MANN I NGS N = .01300 SF= (Q/K) kl-2 = (( 445.32)/( ': 757. 875)) **2 = .0058994 HF =L*SF" = C 5!351. 33) ( . 0058934) 3.276 NOPE 8009. 7, HBL-= C 1222. 116"? ; EC --'L.= < 1 i-7-'24. 521 > ; FLOWL I NE= ( 1 14. L+8C ) PRESSURE F' LOW PROCESS FROM NODE: --6009. 74 TO NUDE 014. 41x19 CODE:--_�__-- UPSTRE AM NUDE 8014.41 ELEVATION 1214.90 CALCULATE PRESSURE FLOW MANHOLE LOSSES(LACFCD). PIF'E FLOW = 445.:32 CI=S PIPE DIAMETER = 81-00 INCHES PRESSURE FLOW AREA = -35. 783 SQUARE FEET FLOW VE: t_C)(.:I T'Y = 12'.44 FEET PER SECi ii) VELOCITY HEAD = 2.405 HIYIN HEAD) = .05*( �.'. 41>)5) 0 NODE 8014.41 : HGL= ( 1222. 237> ; EGL_= ( 1.224. 641 > ; F LOWL I NE= ( 1214. 90011 PRESSURE FLOW PROCESS FROM NODE- 8014.47 -1-01 NODE 8053".9-IS-CODEUPSTREAM NODE NODE :053.95 ELEVATION - 12:15).11 CALCUL -ATE' PRESSiURE FLOW FRIC"I"IC)N PIPE FLOW = 445. 32' CFS PIPE DIAMETER = 81.00 INCHES F',:I.PE L.E•NGTI.-I = 39.54 FEET MANNINGS N = .01300 } SF== (GI /K) • . t=' - f t 44L=i.::;2) / ( w`)7 7. 8 7 5)) ** = .0058994 94 HF=L*SF. w ( "...i.54) ( .0058334) NODE 8052. 915- : F;GI_-= ( 1222. 47ut> ; EGI.-.= ( 1224.8 75) ; FLDWL INE = ( 1215.110) PRESSURE FLOW PROCESS FROM -NODE 8053.95 10 NODE- 8055-45 IS CODE -=-^15_-__ UPSTREAM NODE 8055.45 ELEVATION = 1215.12 ----------------------------------------_----------------------.....---------------- CALCULATE PRESSURE FLOW JUNCTION LOSSES: _-B' t,5. 73 IS -CODE`-- PROCESS FROM wNODE. -8055. 43 1-O- NODE y NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 1 445.0 81.00 35.785 12.350 0.000 2.368 21 445.3 81.OL7.1 35.785 12.444 -- 2.4057 3 3.4 18.00 1.767 1.907 90. V'11-4%0 - 4 0.0 0.00 0.000 0. 000 0. 00 - 5 0.0===05 EQUALS BASIN INPUT=== 100.28)*( -00581,04) =.583 LACFCD AND OCEMA PRESSUPE FLOW ,JUNCTION FORMULAE USED: DY= (02*V2-01 *V 1 *COS ( DELTA 1)-03•It'V3*COS (DELTAS) - 04*V4.>E(�OS (DELTA4)) / ((A1+Air') *IF,. 1 ) PRESSURE FLOW UPSTREAM MANN I NGS N = . 471310 DOWNSTREAM MANNINBS N = .01300 UPSTREAM FRICTION SLOPE .00581 DOWNSTREAM FRICTION SLOPE = .00590 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00585 .JUNCTION LENGTH (FEET) =- 1.50 FRICTION ;_OSS = .009 ENTRANCE LOSSES = 0.000 MANHOLE LOSSES GREATER TER Tr-iAN THOMPSON MOMENTUM [MENTUM LOSSES MOMENTUM LOSSES = . 036 lylANHOLE LOSSES = .120 JUNCTION LOSSES = I)Y-rHV I --HV2+ (FRICTION LOSS) + (EN T RAh:t;E LOSSES) JUNCTION LOSSES = .073+ 2.368- 2.41.,15+( .009)+( 0. 0k.70) NODE 8055.45 . HGL= ( 1.2 'i G3,=.1> „ EGL= ( 1 x'(:51. 004) „ FLOWL :CNE= < PRESSURE FLOW _-B' t,5. 73 IS -CODE`-- PROCESS FROM wNODE. -8055. 43 1-O- NODE y UPSTREAM REAM NODE 8.155. 7..:1 E4._EVATION CALCULATE FLOW FRICTION -L (-jSSE (LACF(:D) : PIPE FLOW == 441. '_)3 CFS PIPE DIAMETER = 81.00 INCHES PIPE LENGTH =- 100.28 FEET MANNING:S N = .01300 SF= (Q/i:) **2 = 1. t 441.93)/( 3797. 875)) **2 = .0058104 HF=L*SF= = ( 100.28)*( -00581,04) =.583 NODE 3155.73 . HGL= < ::. 223. 218> ; El_;i__= F ttT I k W:i-:7: 1•:'-I��ii!F,.a4 PRESSURE FLOW PROCESS 1✓' FiCJ;`fi NODE _.~81 5 5.o ! . �i (:J hu(Jl_! - 3-1,b5.73 I S^ C(_li)E yz, UPSTREArl NODE 6415',,5.73 ELEVATION -= 1t l5.64 CALCULATE r-P._.._..,..IQ._- r:7:_C7/,.! J,..1iN(.,TT,7i~,; LOSSES: NO. D%Si::HHI•:Oc= DIAMETER L1f=1;iE:�i VE-:i...C1t::T T 1' Dt.,._�i A ;-;V 1 368. (:r %i 1. u l<y 1t.+ 35.785 1. 0. ♦ J 1411. k.l n 00 0, i n 6, i _ 4f+c_.. 0 81.00 35.785 10350 ,.:64.-1 3 65 t. 4 �+:. t;;4'.r `3. E:•� ::i C „ r X54! 4!5, + !n ,3 18.00 G.. 7r,r 4.482 . c, .J NODE 8155.73 . 1. AC:FCD AND f;CE;1 A PRES`-irl t?:ri FLOW 3i_il' C I la�..l Ft.0T:t1t._i T i.lEi`tr-1) w D -(l,i2*V2-U *V!*CC S(S1E1...-rPI)-(,3*V3*1;,OS(i.i_I....r:'3)..... 04:V4 C[._Iilrit-.L_i:..j4l)/( A.l*;.C.n,i.) UPSTREAM DOWNS"i..i:"r. N,".l UPSTREAM UOWNS1REMM AVERAGED F ttT I k W:i-:7: 1•:'-I��ii!F,.a4 JUNCTION L.EfH,i!' r'1i = rR C!T; ENTRANCE LOSE.,EB) = 0. 4;fr 0 JUNCTION Li.:J;SIESE S === DY+•HV 1--HV2+ (;= R t CT I ON l._Or nS) ..I.. (r=. N'F !DANCE L.0a,3,-.S ) JUNCTION LOSSES = 1. 14'% 1. f;�rt3- . 36Ci+ ( n 411'-)+( st?I..445 NODE 8155.73 . HGL= < iii='4. s84) ; EESI_= < 12 =•'C:,. 4r,.;2) ; r:_OWL_I,',!E= ( 11=:1.5. 640) PRESSURE FLOW PROCESS FROM -NODE --8155.73 TO -NUDE- 6217.31 -IS- CODE W=-:l-~�- UPSTREAM NODE 8217.31 ELEVATION = 1215.96 ---_-----------_-_---_--.--------_.._---- ---- -- ---_ CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 368.61 CFS PIPE DIAMETER = 81.00 INCHES 1 PIPE LENGTH = 61..58 FEET MANN I NGS N = . 2;13oo SF= (Q/K) **2 = (( .?,68. 61 l i ( 57r.)7. X175)) **2 = .0040420 1-1F=L *SF = ( E 1. ,9) * i . 004042,21) = . 24 NODE 8217.31 . HGL = C 12L4.6353> ; Et3i._= { 12E:; . 281) ; fJ-WL.INE= ( 1;'':L5» ' •> ) END (IF PRESSURE FLOW HYDRAULIC..;S P:-l.P:. SYSTEM z r- 9 r c-� v: til et# CIVIL ENGINEE►11NG • LAND PLANNING • LANU sunvEYING ; sue/LCT BY Dnrf. roe 1+0. JZ- E-' S147- q12 -t FG,. iz3� R- .171 L r Yb elrcir a . /SCP_ -76 of '2-q H �r WEI Q --I Cl, Ll fl r t Jr c.' 12 3 E 3186-L AIFIWAY AVENUE • COSTA MESA, CALfrOntlIA 82628-+1875 • (714) 811.8777 I I?r _ '�; ►► Iii;! CIVIL ENGINEERING LAND PLANNING • LAND sunVEYING SUBJECT BY OAif. 10a N0. 8HEE1 Of . iYO�TL17so. 25' 41.76 27-64 c�Q 2 1 -t- /SCP, 940 Lf OF -33 j s i r y I " - D • -7 S ,< a it %�� � 10,13 • __ � I = 36. i . Ly - S_o 3100-L AIRWAY AVENUE • COSTA MrSA, CALIF OnNlA 92626.4075 • , (711) 041.8777 / e I r r �ffQ/L.48tE ,y - S2 r �Eu7 D, ,tI D-45- 6W Mj Q p 27t _ Gxs KS.�A 7 11 l i /SCP, 940 Lf OF -33 j s i r y I " - D • -7 S ,< a it %�� � 10,13 • __ � I = 36. i . Ly - S_o 3100-L AIRWAY AVENUE • COSTA MrSA, CALIF OnNlA 92626.4075 • , (711) 041.8777 / e I r r t �%`��/► tom! � I , I I ! ' I CIVIL ENGINEEIIING • LAND PLANNING • LAND BUIIYEYINO ! SUB1[Ci BY OA1E POB NO. �l )g f'lf'/ //I (T 11 // gAYSr M >/,2 y eucir a - S 3) . S7A . /3 o -t4 -1.5'r T-C� 12 93.4 �ciC. lZ•�z 3y' djQ/CABLE f/ � If - D� .1 LF OF p. f/FLET 2 C I e V iT ID -90 -y - 31801 AIRWAY AVENUE • COSTA MESA, CALIronNIA 92620.4075 • (714) 841.8777 I t I•. CIVIL PIGINEPI ING a LAND PLANNINO e LAI"D GUflVEYINO SuBlEct 13Y A -e� 1 12190-Z 74. oz c FS - c - D 7D -2/2- �DATF PIRIT Of 'ROT br S/Z J1o,'1v DroI17 = f t J K -1006 2- A 9.6z1 3� . 7s- C3 � N �4.° 2— It 2- Ly 4'0 DP- �c- 'err, 1=.G- 3 1 H -L AMWAY AWOUr (,,r -) -',A Mr -GA CALIF011NA9,1620-4975 IBM CIVIL ENGINEETIN suo,�cT nv r 7 Ir ),207-9.5,- van O c LAND PLANNING c Lmm sunVEYINO OATc roe r+o. slur or - o c Foo'n-# 19-L JJ�t i61PCE PTD P Sf W f R _ )2-92.10 SHT No. /6 sT. srA.�i-4+66-76 T•6.,- 12 o`3 - 70 �t, 1206Y10 .liJ1/•L�l�L�� fir` '" �-6n-_- 2 3 oe t� 'II [ I 27 f ,. � ('6110• l. /� , 41 -16 - 1 11! z/'I' c r 30 62 L2 --- • •,�.r„hv A%,r_tJ119 4 COSTA Mr -SA, CALIFORNIA 92626.4075 2.o CIVIL ENGINEERIN SUBJECT �J�' �y /�'Irs`T 11%D, cAlGc Il �z1. 7 111 1 IT I G LAND PLANNING • LAND BUIIVEYING BY DATE. JOB MO. c7 6� � ,t,L Q!Q/CABLE N q o / C�5 B1+EEr Of I= -2c (c,2 3186 -L MWAY AVENUE 0 COSTA WSA, CALIFOh1dIA 82620-4615 (714) 611-8111' 1 ' � 5VBIECT J AY 1 II II CIVIL ENGINEEnING • LAND PLANNING • LAND BUIIVEYINO I BY OATF 108 N0. 12_1 7� I 1 3186-L AIRWAY AVENUE • COSTA M1=SA, CAUronNIA 92620-4075 • (714) 611-817 7 1 � I . CIVIL ENGINEEnING • LAND PLANNING LAND SUnVEYING BY SUDIECTTI 7F. 10� HO. SHEET 01 ' t /0 2,13 ,. Ip �2 di_v �2.4 t ip J 0'r -In O 0117 � I it Lz J o Y:�7g--, .I I I; 12-1 y,7 .Q�<t/CABLE N 4-51 ap o.ZI cis K� low - �I 1 ./41 LL 2 , :F -(G u. -A : 12/3.0 3188-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 82828-4875 • (114► B41.8TTT I I �1 ate* (I, I CIVIL ENGINEERING • LAND PLANNING • LAND 8UnVEYINa I SUBJECT BY OAIF. 7 1 TOB NO. WRIT cw V fZ17- of l ,Sior�n Oroin - �r S,T S—I � . 0 6 4 6 s-- 79 67-69 S7 A/H 87. 3188•L AIRWAY AVENUE 0 COSTA FA�SA, CALIrOnNIA 92828.4875 � 171�Ij 841.871 1 .3 t, 0;; CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBIECT BY DAIf. (-I ►oa N O. A . �i�I�� /- �; s- �- 69tb6•o2- Arr[ly o► pco/_r'%v/r -` I21S%I 13 L CIA F00 -r 'rl r Fy. 1z2, I 1'I AVAII.A&ZO f/ 9-97 1I , 1r �, /1cP` '2- 27,47 IF of 2_ Lf I � b -b Lr2 V Et A 122 .5 3186-L AIRWAY AVENUE COSTA MESA, CAUFORITIA 82828.1815 • (714)641-8777 / 11 Jill CIVIL ENGINEE11ING LAND PLANNING LAND 9Uf1VEYING SUBIEW BY CnIa . TC. 2 33 <fmlz,4&E N x 6-6t Q ° 5S • 6.� GK'S I,CP. '9-O -/ r- ar- 33 DATE roe N0. B,RE1 of . N A�lrsr >�2 y,9 S71L 4 //G• err pcv_/,-rl/on- v 1224)-4 _ Sior�n-Groin - r• ) Fps I r r 'rl ! 1, 1.64 A 7) it V 7 4( (W Nj -7 II . SILL oP iLn`p, 1S a EL A = li3 o•s ( 1 3100•L AmWAY AVENUE COSTA MASA, CALIFonN1A 92620.4075 � r i (714) 011.8771 1 , SUDIECT jr1l4r CIVIL ENGINEERING • LAND PLANNING • LAND sunvEY1NG J fly onry - - �, ioe MCI!? +oDnttT a iJy�, C��fc it • �Irfik�/ l—�:r- -t= � . C , ' -SpEET jq/Z N• � L . 12 � 4 -2-Z ,�!'4/L,tlBLE N 2-0 Q p 7,qZ cis K� f' /NLf- -, Q= 0.7f 7_,i �� ) Lr = lls,LZ=Zl r 3186-L AIRWAY AVENUE • COSTA MESA, CAUronIJIA 92628.4675 • (714) 841-8777 I t I•, l VZ If /!!i 'ror /. co/r/rr/%�?IL� I I/. CIA .. ! Foos I / f� 7 rL Q p 7,qZ cis K� f' /NLf- -, Q= 0.7f 7_,i �� ) Lr = lls,LZ=Zl r 3186-L AIRWAY AVENUE • COSTA MESA, CAUronIJIA 92628.4675 • (714) 841-8777 I t I•, l 9 r r -r z r� C tri �C d �1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVMNG BY DATE JOB NO. EET lijjS §Ai- AREA stvem D"IN V_enkt N sla 87 aASE LINE A\lLNUE 14,/ z) Q.A�j LI c s rRoNi LIVE bAk TD C (4 E R R\/ 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 1W.0 99ce CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET OF 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 /4 Px=sx Foy YopvAd ds.U40%monl- C6 t4a T� t>� P�ch� .Q'►ti� or- k- and e J�tir VV �d or #. C-kv v (y VOW(rdw�t�i'�,� /��m-rr, al�o,ih /d+ysto,,� �Qrab'Q�r= 4!0.46 C-T/_J. ! Inc Yu n cjb tff pYL 7Z Lo � o� It r,� 77�; .trep� Cau�c�( 530. c� 9 c.�./ . env TIL �zri'c�. ern vC'r b e cGJ�� G c,` U � ! L f ri /h f) � N'r� / i 2�Y+ m o c� � �i cd Ix v m .�c� Cc v v y 410 � 446 C .b n �„ C pry r� li c� a C �G n n.¢.l d-�,/ ib r nE ✓,c m� i r, i � V _l r u�b � � -�� � /_' f , rc Ccr�ci ; a� S 3 0 - o" — 4 to - 14 = 119 - 6 3 c fi/f � c �cr.� P Ov tk rb 'be -4 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 /4 Px=sx ajAl e v r , A-r� jr ¢ 9w-&4 G C i v 61 : r7.1 C ke ',L, � A vr7r�¢ ' . 11 Nry 1x �d or #. �.►� r< r c .IP ►�.[- v4,l, y �, U r' n � _ C[1r;v� ►'�.c..� _ . %� �;�, � r OG0,-CdA to pYL 7Z Lo � o� It r,� 77�; ,0, yj, �, w, ►��- ► oti �,.4 � r � n �„ Pvc p. 0-02-S yl �v S��a and 13oYm 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 j , -ii '..i'•r :.., i:_k' i.:_:1y vita F;....� e"._ .__ i A( t t � f j s� r i? i i))))) i % s>)) 3c •k-•)'"•i?ti: •t;•�--�.:#_ -�._. t. ,._ . [_i ._, .•:1. A. 7 &-aw.ti..s+"r.xW:TXY;�.•.�.4.-�•*i:i�-9-Yc -)`ti-•k-3: 4-•1cz: •�-i: 3-�-ii. y-; _ . N. L" F - - __ - ... . 3+' �' .t o � T� r: C- %� .i e t / .. , - _. L-. " _• . � _ 4 `i ;.:7 �'; . e_: � i.: � ... �-: r: ", '.:r {� F• • �_. J C. <-_I i•_. 67. 379 7420.0 ..•t'. .P+hdl_.. ._ Ik[, I I * * * * 1 .r, i * 3.. * * •r: *1 * * * t y_ •f_ y:. *.F. a .p: K * * i, ***# ***# t. •�. •? •X F 9` � �• x: •;: •7: •if- •% •fi � x: R H� •fY' •M S' �: '{� .•�: # � tit K; ,: y. � _ _. -. - NOD: h L-•✓;..1lii iJ11i r'•i= ' -" 'I iJ i..11 I, -,i3 J. �`i�-; . r W0 7. Q 4 33. ovi 1335. SO S:_lB`_t';G•7MI— -i 'rk. (FEE -7 r`F C.i ! . = : illi}..i.iO S`_; _l::HF ';-4N. Ml NN!= FR .CT i i.N F=f-',CTijR — . 025 0 V,Ci wlLs ri}}iviM't I'L_Clki' E:`F ;=�j . Y ..... ............. . .. ...... . . L « . ... . F-;REA (Sl E.3f-IFiF FEE ) :aUBi.:HA;Ji` EL FLOW OE,_F:!CITY {FE"E T %rSEC::.) — 3.69''+ F R; li.. VE Nl._it iF.- Ft I IHN EL i= L_F JW Tf =P -'k i Li- H (FEET) _ 27.14 SUB ;HANNE__ HYDRAULIC DEP,T H (FEET) - 1, 20 i i Hi.. d nFCEI. UL_i-i R Fi._CI Vt IC F""j WANTED 1 COMPUTED IRREGiLAR CHANNEL FLl"iW (CF -S) -• i2CA. ESTIMATED IRREGULAR trHANNE::L. NORMAL DEPTH WATER SURFACE= ELEVATION............................. 1305.64 NOTE: . W TER uaJK KE IS BELOW EXTREME LEE=T AND Ri -;T ELEvA :CIt-iE. I P.Wvs L7AI -Fps v �A�; rvD"OKM op.x­ a not , fe so, of -vow. --a **.vo a ave q 1 jvI ±Zj- 7 .�nw - nil" YMP P Ynq�,W- NS; Tf.!' T 0!1: .......... ......... ............................ -ET) SUR PANNE- A M w TWO-O"Wr (PEET) Rupo"WO". vyDRAUAC F^r��r'� . . { 1 `' � ( ^ ' 1 < I ` k I )/) 1 1 ; / ; ; ) 1 ' ' > 1 � 1 ` ; ' * ' _________--- __________________________________ Advanced Engzneering Buftware [AEG] <<<<<<(<(<{<{<<<1(<i<{<<<<{(A/<<4<<<<0}I I>/>>>>>>>>;>/>>>})>>>////� ****r,**+0.FRO 7507-r' 'A p���/�-�/�^++�**�**�++********~�*/�^ ^~^~^^^ - _Ju" 9 , 10'0r= * � z 179�7'`f 1'r '.��'� }p' /'=69nX4 Fna 0`1 plov` sly. 79+op8/ +,+*Ff+°,too '+o ~-'', >)>`CvAx^�_Onr������<�/' ' D�-(���r) CO1, 5Ac7 C^/�«��` F�DA/CFS/ V/ >>)>> NORMAi DFPW`FFF") .60 OW - �7DT H ( 7 F F T/ ���Ow AF ; -:FF-,/ HYDRAU&IC DAPTv/FEET) FLOW AVERAaE V&=TTY(QFT/QEC.) = 9.43 UNIFORM FROU[E NUMBER = 1.863 ' PRESSURF + = 1254.31 AVERAGED VELOCITY HEAD(FEET) = 1.381 SPECIFIC. ENERGY(FEEI` = 2.176 CRITICAL -DEPTH FLOW INFORMATION: ________________________________________________________________________ CRITICAL FLOW TOP-WTDTH(FEE�) = 8.00 CRITICAL FLOW AREA(SQUARE FEET) = 9.64 CRITICAL FLOW HYDRAULIC DEPTHIFEET) = 1.21 CRITICAL FLOW AVERAGE VELOCITY(FEET/S' C. = 6.22 CRITICAL DEPTH (FEET) CRITICAL- FLOW PRESSURE + MOr,:F-NTUM(POUNDS) = 1086.i2 AVERAGED CRITICAL FLOW VELOCITY HEkD(FEE?` = .E0, - CRITICAL FLOW SPECIFJL ENERBY<FEET> -- �.G�7 'i(• S. BASE LINE BOX CULVER! CRO, t,11%46 CI-iE, RRY AVE * L! 100YR DIFFERENCE: 119.5L,FS -STA. 711-1-01.57 * VENKI . N1. JN 381.0, A./29187 3t" JE' •1i• •)t•'k'#'i• �..}, yF #s•}•'�' •�!• �: a4"!; '%L •7f"fi •!E• # f:' -Yi• •� #'k �!•'#• ri i; Vii. 9r '...' #'xC'Z•`. # 7' #'3!"i'F'�•'i�'�' it'R` •�:•%7- -1: '1: •ih Ys •7::'. r. y:'�r, �*' is Yr i'. �'r': t: �: r. �. _: a ..�. - '�F•'1F # •#• •iE �''iE •k'i4• dF 9F # it •Yc'!F # # iE •k 3F •�:' •k• •7E •� •�- it' •ii"#• •iF •ir # it •Y• iF iF •y •t%•1( �Y,•'Y•'�' iF a -#'A: -'ft• �� x �f"T 3i •Y• •1F ir'x i at•• •fi •�•'ir -�' # }� .;k ;" •�-•' k f_. ,�- X- - - ) ? > LCHANNEL INPUT INF•iORRIC-i'l lON : t t t CHCHANNELLL ( HCR I `ONTALiVERT I CAL.) = 0. k?, c BASEW I DTH ( FEET) = i . 00 CONSTANT CHANNEL SLOPE (FEET/FE:EI) _ .0136010 i lt-,11 ORt FLOW (CFS) = 12!-, . 00 MANNINGS FRICTION FACTOR = .0140 NORMAL—DEPTH FLOW INFORMATIMi: : NORMAL DEP EE FLOW t-'• =R ;=_ f=: (5U:l A H E 1 E .7) — 12. 30 H;•'IJ i;_J'...'_`_ DIP-H(FEET) -- .7 FLOWt ,: ray,,"- , t C - t r— --r _ fes. 2563. 96 SPECIFIC 1_r 1•r lM1^ T (i"C-L ) e 1�_. 247 FLDW CF<aT•t–•A... 4_� f /...1...`-1TD7kt ....—! `�.O�t t � .�,+ . Mk L r� 1 Z...f\.�r [ - — .4 �.: rte. �_. �.w. ��•T G ^� 1;_..�:_-•i r._ I'" C, 1 ... - .i.. i._._: _.. R �. .. L: n :_ � . �, E .I Ut (" Rl • i' � l -c i. � _.. L. 1.Z � .-` � � t {- �. �_... � .. . l_ _. ..�, i•'t` - �.i ._ Vs _ OC,• _. i' ._ ._ . it .... 7"- r 1'" l._ ._i: E.. .:1_1x-.4 'r_ IT .�!s"� � I lJ r' �. h•'J ..I �'el i.; _". 1. _ l ;.. n i- VE�k. 'fL_D CRj .L:K..- KDi. V._,_yfiTL9♦r )•:rE'ADK EES J CR 17 J. E Q ' V EE l i = 1. t•'"'r f 41- -x X. 4� 4. -3i;� IN,; 8� C, L'. �71 `TTJ. D- FACTC.il V `5 0 Cz. 17 r n T -i 1 f a T Fj f..' r' 1. - PC pz & ..- B -n COP, Pj00jW bTFOER04n7 5�W 7061, 5Y EutERA YNORRIATTOW PON 6 ;,ho=. POWER N075 NUMBFIR "Yu COORDINAW W COORDINA-E 34. 50 3310.85 SiBCKPAYE, SMEWEETMEET) .01010.0 FR!C'-!-j',(.J"iN = .0,2500,17,,! J T' r";'.,'Yqn.,Z.-.; -- '1- : !RWOMOR CHPMNVL FLDW(OFS3 WMAD 119.511 KITE, IS F.-X71,�'ZTU ***I** N. FpsF JNI 3,69"-, V:. ;?8, /8 7 - - - - - - - - - - - - - -- - - - - - - - - --- -- - - - -- - - - - -- E A RED 1 ORMAT nQ P ON S,10vANNT, p, :fir'. R 7- A 1 167MV A A POE& BVmAn it 1 IP L Dw Tf P -W 1 U7 PQ El A 4. -------------------------------------------------------------------------- MTV MAGI.Pp CQpxNj. 7.0awnb) wpN7ED FZ�. 7 *11 r:;;, -.T 1-.. - . ) '--i Ai-:` F"--:P-TTL NORM,. N S E' TF X 7 p F ------------------------------------------------------------- k**T--7 A - W-jQ% 01 -W10 4-, �. . 37 4C**4 7. 50 MOW-) 4� 30. SUBCHANNF, SLDOF fPF",/"E&n SUBCHANNEL MANNINBS FUCTION FACTOR .225000 ................... ...... .................. S U B C H A NN,.: wF L Ow ( C: FS 9 . 9 i7 -.OW AREWSWPRE FEED 2, . 5 D SjPJHPYW=. PLM VQ Wl -Y (P4F7/F=Q 5, TDO—W: D 4 QW; 7OTP- MRIMIAR CMANNEL PLOWICAW WANTLD COMWyaD A 0 ROWLA Q UMANNT -- !! -- 101:,, t =- ES"2MMT FD TPRFGALAI CHANWo WORK!. OWTv. WOTER SUP"AF.--' ESun 71 V: ....... —111-11.1--,''... 1. rl r3, i 1-4. ri 'f r C-1 V Y.- -t V-' , 7 { 1- , j . ". 'T "!-., C; f rm "T I 41- 41,-4- A- -k- # A� 'Y; 'A7 -3, N.BPSE LINE -FYT. CmDOW i0qSWA Trc� ry !,'lr )7( Z! c �' 4, V, subc_;4NEL MANNINO-, F'Pi'C'T10%� ­ , Ur,., E ry SJPCr4 , A � L. -Y D...1.1. , Dr.71717:- tL EA. W. TOTAu TRYORThR MAW0. TVAISOFS) WPF\iTFD i7.-TRFGOLA4 CKA%%&, yjowlCph) m- C7 . . . . . . . . . . . . . . . . . 3, NWE: WnTi:-q,' LF 'f; 'k' h: L':'_I!_ i �"? �.�'- a ;--`_1� �;`!'\ f.+F:{•zi`l N til._^plrte ``{`.s x-�. *`'_..... _.._. _.. _._._.... .._ :,A C Ul L�'4`r:. k.. I:i k L-?14SED ON +I l -41INN1 NGS E G! rat ; � :;ir•., I—jL.l_. ) L I Liy; f - ' tZ) e"1;..�:`I;,i. tf(tt(t(t(�tftif<.(/t(i<.ii(is, itfi;(( i(` Y >.. t vat.. (0) lrLf�+VY^1C7�� i �Wa tCVe?Y1C2�� YrC11.YtE'r?Y^2Yir `jrc k ��;` di le 1r 9F k ii 3E 9F ii ]3 i �� f K S r' `i' Z Li fel OF R --SL * N. BASE 1 INS TEMP CHANNEL NYDRALl' IJ'—"S * 0 1OOYR DIF=�ERENCEl 1 l..'9. 5CFS STA j,`"+E.O.a OC. * VE.NK I . N. 3N3810. 5/13/87 �••�••r-x••x••�•>F•x•a�•x••�-��•�•�•��••k••�•>�•�•�•��:��:••>•�t••�•ai•�••�a�•��•��••�•ri••��•�•�•x-�'->E�'•�•x�•x�•jai••�-�a�•���:•�i�:.�_;�.;;..�_�;:....; ;� , ' - ` T r i IT t=1:1',- — -'L La 7. 'vii.. j�^:.'--t• �—• {�11 V _--i_. ... 1.�" 1..� f F.iLjBlA E. l'+ii-1���•iNii-i r—R? N....� �C1!`i; Fi•31=,,TLfi� -- a!t'.�+=•r 'lii.. ,�.'_l-.P!:I';Aj-lC4.-L.Y r=l.. CiW Q --FS _.. n .... ����u +r . . .. . ... .. 63 lKIHF'lIMNP� __l'i:n; G.lr'[C! t.11, 34 M4..s. (^ L.I`v;-=L... ri_O/i Y�_i.. c1 ....1 : �P�L�t'. I :1:: �_a ; ... ,_n s!.•4. PR JU-.`)� i1:- iFr zit_ R 7L �'lnr`b;F-i`�lh`�.='.._ F-L,_�.' + :V1� yL- r •t �) = fp ;;_ S_ BCr A1ljll .1 !_ HYDRAUL I r is ;- _ A ��! v F�iL � R �C15� �Li=��'. �.r ,r, NvL_L F -_O W li IrF•:(� i `W fvl-�t'���t_. `_'i -- �'c ., CC1�I�=U"F,�..I} :.I��EC_IL;an ?:ri-iA �f;�i,;;i _' .it'<.. 4. 11 I... ESTIMATED IRREGULAR iCHANNEL H(=Nh�EL NC`.;RIMINI... DEPTH WATi:_1�SURF-Af.:,!!: EEVA k 1OIN. . . . . . f. u n . . . . . . . . . . . . . . a . . . . . 13—'::'6. '''j / 9D N(l-i;: n WATF: R SkjRF AILE i. LC`�T,�+ELL)W ErXTREINIF L.!T`r— . AND R i G 1T BAN l C=.�4�Y'�-! .TL L;I'4 L'1e k7lkk lEk�#3F1)r_ !_:i ON Gi:: RE * N. B tS,E L I itr_ TE,*Y •:' CHANNEL H T I" RA,'.JL i C ,,:3 Q 100YR Lf.t."I'-E!?{:.i\!'CE 60*/., 80.7-S, 9'rA #iE'�••#•.#.',�.�'�'�•a•yr.•}`•}-.R•#rl*. �"":•P:'k`fiiF•�sl--7t•'!r ):•-T:•�A. •z` h�:: �a: x i:'#'k•'1t9E•it•A•#'l:•#'Y."'� #' n •k9E'.t••k iE##-;`.'�i-"1"t.•3�3'0.E •�:••'!i•N: �...�.�fi..� � •s' :` '.•� - ENTERED INPORMATIox FOR .`.sjBOH-ENN --rvi_fly ;-``__;._.+-.._�._..-.___ .._. ..-... _.. _ 0. 0 18.00 4 45.50 C 46. h0, S 64.00 7 75. 00 SCJri+-'i- NNEL S;._OPE (PE T /FEE ) S..ISCHANNEn MAl' NTN S, FRICTION . tr'�1'200 133 3. 4t `i. 133".01. 1332, 80 1332. . "D 133P. 70 1333. 60 ........................ .....,............................. ... ... ,L.+._R CHANIN 1-i._;.l4xi (f;.., J J. 1':1. F-. S li F -.'C P, A N N' -E-- j... rLOW AREA (ESGItiAl-�E FEE") az� �ii_IB 'HAININi'�.`. F',._i W VFLOC..'t -"Y (F'---ET/l: id l. _.'3:_c, S_!B!_:FFltvNE_;. 1` ril.lili.lt-- Ni.:I`•:zf' R -_ 1.. 1714,.--,, SUBf�-HIAiv3VEL. F;. -OW TDP—i IT D -r ", (PSE T) — 69. %,_ SUBCHANNEL HY.)RALiL' (C I)rlP,I vi (!'=Fr-) - .44 TOTAL i RI{C'.SULPR CHANNEL PLOW(CPS) Wl••II TED C 1 t.:J4; i r D T RR Cit i- R CHPhiN ..., F : .i ,- r_ _ , f•-` EST! iT.t^i �. c.1 .,: t": �i:�vt-� �'... LI A',�i'`6r r�:(�fi ���t��.._ D, -----FY, r -i ill :.. r. ELEVATION . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . LEFT AN D R'i:f3 -,1- PAA:i, s! -EBI lH A;'a N &L Mi A r.1. C-1 10,74 FACTICiR . . . . . . . . =. . . . . n . . . . . . .. . . . . . 1� 7 � CAL�ULA�TOm� B�S�D O� �A��I*�S EQ�A�I�; A / f w (' m (<< \<((</)>! >} > ` ; )>>> }>} 1/ 1; `n '� ` . . CC) Comyrignt 1983 Advanced Erqprcerint, <<(<({((<<<<<<<((<<<<({<<</<<<<<<<<(<(>}>>>>>>}>>}>>>}}/>>)}) a`/>; � **********DESCR1pTION 01;:� R�SULTS*************************************+~°�` * S.BASE LINE STREET CAPACITY WITH BERM FOR Q EXJS7INB 100 YR * Q 100YR DIFERENCE =410.5 CFS (ALONG CHERRY AVE ) STA 7967.57 * VE['�KI.N~ JN 2810v 5/6/87 � 5, vi',': 4 �2.Q 5 5& 0� / 1�W9.57 7 63.02.; 1312.2o � 77.H7 � 87.0l!' 1311.�� 9LEi EE7` FA��O� . . . . .. ^ .. .. . . . ' . .. . ~ . . . . . . . . . ' ..~ . .~ . . . . . .. . . . .. .~ . .. . . ' , . .^ . ^ ^ ~ . ^ ' ' . 5UBCHAF-OW(CPS ) = 410.8 GUGCHP4NE! PLOW AREA(ST-OWE FFE7) = 6I.S7 GJECHANaEL FLOW VE_OC17Y(F9V-/R&n> SUBCHAK! N TL FLDWTO�-�7D-,H(FE�T) = 7�.�9 SUBCHA��E� HYURpJ-IC DEP��(FEET> --------------------------------------------------------------------- TOTAL IRREGULAR CHANNEL T-OW(C7S) COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 4]m.7� ESTIMATED IRREGULAR CHANNEL NORMAL DTP7-1 WATER K,qOPi.- NOTE: TS Fr�u8� 7 PT .^i N 00 G.BASF LIKF STREET CAPACY�y WYTH �:EP`!; Ffiz:Z 11 DKEREfir: CE. 410.5CPS, B r A Be9a.0- j! ENTERED D D F 13! 4. 75, 5. 0 Jli i 313. 1 15, 12. Ole', 3 13. 7 ---J 4 12.01 1313.25 5 37.014) 1312. U, C7, 49. WiZ i". 7 FA1,77fiR .................. .............. Lr{'., 61-1 1", N FLOW VELOCITTAKFIEUPKEn 7. 3; 6 SURCHANNEL FRUDE NORREQ = 1,355 BUPCHA%WZ� FLOW TOP-WDVH( TEET) EA.. HYDIRAJI-DEF-�DT&A FEET) CAANNEL P-OW(CFE-3) COMPOTED !RRbGWuHQ EWIVATED TPRIAWAR CwPNNLL NORMA: ELE4'A77ON ............................. NOTE: WATI,!�R "EFT AnD RTG-T U�P-Jij, **********DESCRIPTION OF * S.BASE LINE STREET CAPACITY WITH BERM � * 0 =410. 5CFS , STA 8839.2,:-) #. * VENKI. N, JN -3810, 5/6/87 #3t-#9ElFiF####3E*-iE9E�F3FiF3F1tiE-iFjE#IE�FlE9F*iFIE**#-Xc#lE#3E##1FSE-*iFdF9E#dE*dF9F*iF*#�F*#*�F�k#*3EiE#9E�F3r*###i#k� ;- ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 1319.85 23. 00 1318.80 3 231.01 1318.30 4 49.00 1317.65 5 61.00 1317.10 6 61.0i 1317.77 7 74.00 1318.05 a 84.00 1320.05 SUBCHANNEL SLOPIE(FEET/FEET) _ .010400 SUBCHANNEL MANNINGS FRICTION FACTOR = .018000 . . . . . . . . . . . . . . . . . . . . SUBCHANNEL . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOW(CFS) = 411.3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUBCHANNEL FLOW A REA(SQUARE FEET) = 51.61 SUBCHANNEL FLOW VELOCITY ( FEET/SEC.) = 7.970 SUBCHANNEL FROUDE NUMBER = 1.447 SUBCHANNEL_ FLOW TOP-WIDTH(FEET) = 54.75 SUBCHANNEL ---------------------------------------------------------------------------- HYDRAULIC DEPTH(FEET) _ .94 ----------------------- TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 410.50 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 411.33 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................. 1318.80 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. -------------------------------------------------------------------- **********DESCRIPTION OF * S.BASE LINE STREET CAPACITY WITH BERM_ * 0 100YR DIFFERENCE 410.0 CFS. STA 5148.21 y * VENKI.N, JN3810, 5/6/87 --------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 1322. 30 2 13.014) 1322.50, 63.00 1320.'30 4 63.01 1320.97 5 73.00 1321.20 6 83.00 1323.20 SUBCHANNEL SLOPE(FEET/FEET) _ .009600 SUBCHANNEL MANNINGS FRICTION FACTOR = .018000 ........................................................................... SUBCHANNEL FLOW(CFS) = 415.5 SUBCHANNEL_ FLOW AREA (SQUARE FEET) = 54.21 SUBCHANNEL FLOW VELOCITY(FEET/SEC.) = 7.665 SUDCHANNEL FROUDE NUMBER = 1.397 SUDCHANNEL FLOW TOP-WIDTH(FEET) = 57.96 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .94 _--------------------------------------------------------------------------- ------------ TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 410.50 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 415.50 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................ 1322.19 NOTE; WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK; ELEVATIONS. #########DESCRIPTION OF # S. BASE LINE STREET CAPACITY WITH BERM_ # 0 100YR DIFFERENCE 410.5 CFS, STA 9247.47 # VENKI.N, JN3810, 5/6/57 #�r9E-1F#iE9E-1FBF##3F#aF#iFkiF3E###3E3F#iEiF#-IF#iF9F##1F#itif#iF9E9F3FiF3f#�#iE####lE#�F9t'3fdE#iFiF##3f#�i-#####y: #->-- ---------------------------------- # ENTERED) INFORMATION FOR SUBCHANNEL_ NUMBER 1 ; NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0. 0v1 2 24.00 3 24. 01 4 62. 00 5 62.01 6 75.00 7 65.00 SUBCHANNEL SLOPE(FEET/FEET) SUBCHANNEL MANNINGS FRICTION 1323,80 1322.80 1322. 30 1321.25 1321. 92 1322.20 1324.20 .009600 FACTOR = .018000 .......... SUBCHANNEL FLOW(CFS)-.....412:.1 ..y....,..... SUBCHANNEL FLOW AREA(SDUARE FEET) = 53.41 SUBCHANNEL FLOW VELOCITY(FEET/SEC.) = 7.717 SUBCHANNEL FROUDE NUMBER = 1.394 SUBCHANNEL FLOW TOP-WIDTH(FEET) = 56.07 SUBCHANNEL HYDRAULIC DEPTH(FEET) _ ,95 ---------------------------------------------------- TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 410,50 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 412.14 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE: ELEVATION ............................. 1322.67 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. **********DESCRIPTION OF * S.BASE LINE STREET CAPACITY WITH BERM * Q 100YR DIFFERENCE 410.5CFS, STA 9560.00 * VENKI. N. 1N 5610, 5/6/87 ----------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 IC - 2 1 . 00 J 21.01 4 46.00 5 60. 00 6 60.01 7 73.00 a 83.00 SUBCHANNEL SLOPE(FEET/FEET) SUBCHANNEL MANNINGS FRICTION 1326. 65 1325.8-5 1325.35 1324.80 1324.25 1324. 9,2 1325.20 1327.20 .01 2800 FACTOR = ,018000 .......................................................................... SUBCHANNEL FLOW(CFS) = 411.9 SUBCHANNEL FLOW AREA(SQUARE FEET) = 48.79 SUBCHANNEL FLOW VELOCITY(FEET/SEC.) = 8.441 SUDCHANNEL FROUDE NUMBER = 1.587 SUBCHANNEL FLOW TOR-WIDTH(FEET) _ 55.55 SUDCHANNEL HYDRAULIC DEPTH(FEET) _ .88 TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 410.50 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 411.66 ESTIMATED IRREGULAR CHANNEL NORMAL DEEPIH WATER SURFACE ELEVATION............................. 1325.86 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK: ELEVATIONS. **********DESCRIPTION OF * S.BASE LINE STREET CAPACITY WITH BERM �. * 0 100YR DIFFERENCE , 274 CFS (66/ OF FULL CAPACITY 410.5), STA 10173.00 * VENKI. N, ,JN 3810, 5/6/87 -------------------------------------------------------------------------.-- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 1333.50 2 20.00 1333.12 3 49.00 1332.58 4 61.00 1332.03 5 61.01 1332.70 6 74.00 1333. 05 7 64.00 1335.05 SUBCHANNEL SLOPE(FEET/FEET) = .012400 SUBCHANNEL MANNINGS FRICTION FACTOR = .018000 ............................................................................ SUBCHANNEL FLOW(CFS) = 277.0 SUBCHANNEL FLOW AREA(SOUARE FEET) = 43.47 SUBCHANNEL FLOW VELOCITY(FEET/SEC.) = 6.372 SUBCHANNEL FROUDE NUMBER = 1.471 SUBCHANNEL FLOW TOP-WIDTH(FEET) = 74.60 SUBCHANNEL HYDRAULIC DEPTH(FEET) _ .58 - TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 274.&,-, -- --^ ______. COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 277.01 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................. 1333.47 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. **********DESCRIPTION OF * -.BASE LINE STREET CAPACITY WITH BERM * ti 10Q) YR, DIFFERENCE 274 CFS (66% OF FULL CAPACITY 410.5) STA 104217.4-1.p * VENK I . N, JN 3610, 5/6/87 ------------------------------ --- ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 NODE NUMBER °X" COORDINATE "Y" COORDINATE 1 0. 00 1337.23 2 47.00 1335. 00 3 47.01 1335.67 4 60.00 1335.95 S 70.00 1337.95 SUSCHANNEL SLOPE(FEET/FEET) _ .012800 SUBCHANNEL MANNINGS FRICTION FACTOR = .018000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUBCHANNEL FLOW (CFS) = 276.2 . , ... SUBCHANNEL FLOW AREA (SOIJAKE FEET) _ 36.49. SUBCHANNEL FLOW VP LOC I -ry ( FEET/SEC.) = 7.587 SUS+CHANNEL FROUDE NUMBER = 1.551 Si i 3CHANNEL FLOW TOP-WIDTH(FEET) = 48.97 SUBCHANNEL HYDRAULIC DEPTH(FEET) _ .74 ---------------------------------------------------------------------------- TOTAL IRREGULAR CHANNEL FLOW(CPS) WANTED = 274.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 276.20 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................. 1336.56 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. E kiF3I i Nda h Ly v '£ u G � C M ►' f 1 0 O s° la Y c r � w .F � P Ta CiY N � N • F a Z p U w U. E S a a Oho w LL N t ! CL J - ` ti aha • ycI'_� Oo - u 1'i - = :o m f ci c •N �«cv'J n T v O - � o_ b fi t L �J'n N._ 'nom o N• y uQ o W ¢ 0i a _ O '!n. "- b- •NE Iva iau o R � Q b'NE o rUav�dn b l ° b• ° « NQ C7 U N c o u= o O� c u'- a . o O aLi � uv i W a p° ° O � p 6,3 c C7 d -yW- :..zazia= a o � E y Z 0 v �)� WO 31 6WLLY W r V V r IL a a H F H H Z W p W W W oD [[aQOJJ 0 > J C', _N Q pp ap Z ZN V V V V x � 0 0 0 0 0 0 b_NY�d -N 1� N d Z Q tl� O O O 4 9 y 0 0 0 0 0 0 0 0 0 0 0 2000 d i WNI10Yf iDhm°i0-N -dN�D I� W OHO- Nr'Id h�D 1- W Y y J c I v '� T W n r o+ •� J • w a _ n" I d lo _ rc a � N ° • U ao E - O W 0 •v 80 U 4 W i � Z O g >• be c `O r F. r � - S °N to is =*+ 0 F at + .I •D Y� V:: on �e W 8 uNL 00 °v 00 e OSA R O s: U bQ n� -•o e4nn of vW WW W IL j uu �; Rn -c a O 22dC Z Ju W vv 0000wo•d �v �Opopoaee +_�' iQ la Z= 0 u- •o ° r• oa 1 lao oot- =Ti O ocaZ Y Q u L` b e Ul� CC BMINNNOi S a b < U 00 JJNO 10 coo - w aNw O J`1-Wp woh PT=p4 V�vO•+ > MaYV Nd<Z A I fCQ KQ .-r wQl.: _ c pa • y J a00 00� J =130e J� •4Z 0yK¢O:` -` u MIYq T 3 b Z yy �. •YYWJ�Wa�O�• LLea�¢O�r u`_W jybcqR pEKCQ��P0i8N O OO QNydSW �+ V uW TT Y moU P; E+UUt-So�Q tl b e�up t•�ji3o•Fi-.e OJVD 0i u_co •fa"c '2-��`e' K a ��oo-;zm p y40 J040 O = woa'o W-I�Y:EV 4�HQi T;;•`+ C Q a F Wo J= a W i_ '00 J y a u 0.0W r a`o�ii " Q orz r a `• `s8 z 0 y J J W 0 U- V E y Q LL 8 LL J U 10 w Z N W 7il-.11 l t 6 b_NY�d -N 1� Z d i WNI10Yf iDhm°i0-N -dN�D I� W OHO- Nr'Id h�D 1- W Y y t~ N O N 3 0 O fn v CL O W M a — O � N W Z d W a � W W t7 M h U W 2 O O V O O z W p U o IX W U z � W W c N 0 U O Q O J O O W Q D W Q !1 I W 0 pW 2 � 14 r � _ C, _ f y C J J f W F I W 0 pW 2 IV. CAPACITY OF CURB OPENING INLETS IN A LOW POINT OR SUMP The capacity of a curb opening inlet in a sump or low point varies with the length of the inlet and the depth of water at the entrance. The inlet will operate as"a weir until the water submerges the entrance. When the depth of water is about twice the height of the entrance or more, it will operate as an orifice. Between these two depths it will operate somewhere between the two. The nomograph (Table L) is based on the following conditions: A. The curb opening inlet (no grate) is located at a low point in the grade. B. All flow coming to the inlet must eventually enter the inlet and will pond until sufficient head is built up so the outflow through the inlet will equal the peak inflow from the gutters. The hydraulic basis of the nomograph is as follows: A. For heads (depths of water) up to the height of the opening. (H/h < 1), the inlet is assumed to act as a weir with the flow passing through critical depth at the entrance and following the formula. Q - 3.087 LH3/2 B. For heads equal to or greater than twice the height of opening H/h > 2, the inlet is assumed to act as an orifice following the formula Q/L - 5.62 h3/2 (H'/h)1/2 This is a rearrangement of the standard orifice formula Q - CA(2gH)1/2 with C - 0.7 and H' equal to the head on the middle of the inlet opening (H' - H - h/2). C. For heads with H/h between 1 and 2, a transition was used as the oper- ation of the inlet is indefinite. Procedure: Enter the nomograph with any two of the three values H, Q/L, H/h and read the third. Where h - total height of opening in feet L - total length of opening in feet H.- depth of water at the entrance in feet Q - total peak rate of flow to the inlet in CFS Normally Q, H, and h will be known, and the nomograph can be used to determine the length of opening L. The spread of the water on the street will depend (` upon the cross slope of the pavement. 1 -29- 12 •6 � 9 4 y /K 75 7 6.S i. t o 6 •6 -' eir 5 � ' 6S •3 a lipf; c 3.5 i C q i . q . oB o .zs m o v .3 o a 04 0 .25 •C� .02 �'d •Z z V c 4C _ • �+---^--- L '� W e is r Surface Nl - Loca/ Dc}o�ss�on (al TABLE L -30- J,rcou c.! PI-IP ;C F..^oc�s �crc�radh fa.r t�c�c.% c-/ curb ,r",O w'vsh, O,C o/oe/7/.19 V. CAPACITY OF CURB OPENING INLETS ON A CONTINUOUS GRADE The capcity of a curb opening inlet on a continuous grade varies directly with: A. Depth of water at the inlet entrance B. Length of clear opening The depth of the water at the inlet entrace for a given discharge 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 D. Longitudinal slope of the gutter The capacity of a curb opening inlet when intercepting 100 percent of the flow in the gutter is given by the formula: Q - 0.7 L (a + 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 To size an opening the following information must be known: A. Height of the curb opening. B. Depth (a) of flow line depression, if any, at the inlet. C. Design discharge (Q) in the gutter (information as to drainage area, rainfall intensity and runoff coefficients from which a design dis- charge can be estimated). Any carryover from a previous inlet must be included. D. Depth of flow in normal gutter for the particular longitudinal and cross slopes at the inlet in question. This may be determined from the street capacity charts. The capacity of a curb opening inlet is decreased by allowing part of flow to -pass the opening. A maximum of fifteen percent of the flow is recommended passing. Procedure A. Enter Table M (a) with depth of flow, y, and gutter depression at the inlet, a, and determine Q/L the interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow. -32- r� B. Determine length of inlet L required to intercept 100% of the gutter flow. L Q total gutter flow Q divided by the factor Q/L. C. Compute ratio Lp/L where Lp Q actual length of inlet for partial interception. D. Enter Table M (b) with Lp/L and a/y and determine ration Qp/Q, the proportion of the total gutter flow intercepted by the inlet in question. E. Flow intercepted, Qp is the ration Qp/Q times the total gutter flow Q. F. Flow carried over to next inlet is Q - Qp. -33- r DEPTH OF FLOW -y - FEET 01 c .03 .04 .OJ .06 Un JO Z .3 s S .6 .0 1( FT rat DISCHARGE PER FOOT OF l [__=_::LLENGTH OF CURB OPENING--l-INLET-55't`:`i'«N INTERCEPTING ---r100 % OF GUTTER FLOW -I- r -----I - - -- E . (b). PARTIAL INTER? CEPTION RATIO. FOR INLETS OF -'- LENGTH. LESS THAN L- ll .4 E .2 Q L• .10 .00 .06 .05 .04 .03 .05 .06 .08 .10 Z .3 .4 5 .6 .8 Lo•10 � ��. TABLEtM BUREAU OF PUBLIC ROAD$ CAPACITY OF CURB OPENING INLETS r DIVISION Two .. WASH., D. G. -34- ' ON CONTINUOUS GRADE � J- i I i ! .05 .06 .08 .10 Z .3 .4 5 .6 .8 Lo•10 � ��. TABLEtM BUREAU OF PUBLIC ROAD$ CAPACITY OF CURB OPENING INLETS r DIVISION Two .. WASH., D. G. -34- ' ON CONTINUOUS GRADE � C p m L V O V Z W O W m V Z W 2 O cn aC W a o Page G-37 L > a m a 0 � o E o J U C C o V o at 2 V N m N V C 2 7 z O y V L C T O B 0 H O 41 QC Q G A N g a Q _o cr N Q d h 3 O U- D- 40 i Page D-2 D-2 Required Data and Calculations D-2.1 Street Flow Carrying Capacity Submitted data shall include complete cross sections between property lines of streets at the proposed catch basins and of any streets which control the flow of water to the pertinent locations. Street cross sections shall indicate the following: 1. Dimensions from the street center line to the top of curb and property line. 2. Gutter slope at each catch basin. 3. Elevations for the top of curb, flow line, property line and street crown at each catch basin center line. 4. Curb batter. Please refer to Charts Nos. D-01 to D-08, inclusive, for nomographs giving street capacities for some typical street sections. D-2.2 Catch Basin Size and Type Size and type of catch basin shall be determined by physical requirements and by inlet flow capacities given in Charts Nos. D-10 to D-26, inclusive. Criteria used, if other than those recommended in this section, shall be cited and accompanied by appropriate calculations. D-2.3 Connector Pipe and "V" Depth Calculation D-2.3.1 Single Catch Basins Nyd. Man. c. F H H. G. for ,ocah /'/ow 0 a`. — Storm 0ra%/7 a C� 01. Page D-3 D-2.3.1 Single Catch Basins continued. Given the available head (H), the required connector pipe size can be determined from culvert equations, such as those given in King 6 Brater, "Handbook of Hydraulics", Section Four, fifth edition, Chart No. D-30 can be used for a nomographic solution of a culvert equation for culverts flowing full. The minimum catch_basin "V" depth shall be determined as follows: 1 V= C.F. �O,Sf/.2 1 t 9 Coss where V = Depth of the catch basin, or "V" depth, measured in feet from the invert of the connector pipe to the top of the curb, C.F. = Vertical dimension of the curb face at the catch basin opening,in feet. v = Average velocity of flow in the connector pipe, in feet per second, assuming a fu 11 pipe section. d - Diameter of connector pipe, in feet. S = Slope of connector pipe. The term 1.2 v2/2g includes an entrance loss of ,2 of the velocity head. Assuming a curb face at the catch basin opening of 10 inches, which is the value normally used by most agencies, and Cos S 1, the above equation may be simplified to the following: 2 V=/.33 /.229 "d Please refer to Chart No. D-31 for a graphical solution to the above equation for curb faces of 10 inches. Hyd. Man. Page D-4 D-2.3.2 Catch Basins In Series F� rV aaV a V 4a 4H E di a e �. a V2 N Cos Si d /.2 2y A G. for•'vea* C/ow V a ' ' a s, d dz _ G S%rm Or•oi17 =- L L Select a connector pipe size for each catch basin, and deter- mine the related head loss (HI, H2) by means of a culvert equation, or by Chart No. D-30. The sum of head losses In the series shall not exceed the available head, I.e., H1 +H2+ +Hn < H. ' The minimum catch basin "V" depths shall be determined in the following manner: 1. The first catch basin "V" depth shall be calculated as for a single catch basin: 1 2 Zq 4'i Hyd. Man. .J i Page D-5 D-2.3.2 Catch Basins in Series continued. 2. The second catch basin "V" depth shall be determined as follows: 2 = 0.5 -1H, -A/,1 29 00O3s1`G Assuming again that C.F.i = 0.83 and Cos S2 = I, 1 V2=/.33�f/i t/.1 Zy -'0 e2 -G 3. The freeboard provided for the second catch basin generally shall not be less than 0.5 feet and shall be checked as follows: 012 FB2 = Y -COS 52 - 1 29 ` c. F. 2 If C.F.2 = 0.83 and Cos S2 at 1, 2 FB2 = v2 -d2 -/.2 -7 Where especially "tight" conditions prevail, the 0.5 feet freeboard requirement referred to above may be omitted, In such cases the difference between the gutter elevation and the hydraulic grade line elevation of the main line will be accepted as the available head. 4. Connector pipes between catch basins in series shall be checked for adverse slope by the following relationship: V -05> V, -G The figure of 0.5 shown above is the standard 6 -inch ..cross slope of the catch basin floors. Hyd. Man. Los Angeles County Flood Control District r DESIGN OF r SPUN CONCRETE CONNECTOR PIPES FLOWING FULL H 0.5 0.6 Q 3 0.7 Q A� 0.8 0.9 1.2 + 4 D 1.0 5 6 7 8 1.5 \ 9 \ 10 2.0 \ 15 2.5 \ EXAMPLE 3.0 20 H=1.0, Q=20, L=125 USE D=27" 3.5 4.0 3 0 \ \ 5.0 35 \ 40 \ 6.0 50 7.0 60 8.0 70 9.0 80 10.0 90 100 Catc Basi i water surface d. grade line torm Drain LENGTH ( FEET) 0 25 50 75 100 125 150 175 200 Page G-35 �2 �5 �e 2� Z� g0 36 0 25 50 75 100 125 150 175 200 D-30 I [n 0 I z x `n a H nz • H z r H h err 20""40-f 99co CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUSACT By(DATE )08 040. SHEET Of C47rti BZ111 A1,41-)ITIS4 . kif (1'.'' "-",-(-'i".,1'#.'., 'i7- f _J 4 � F-rl- 1"COfi-lip r I W., T.C. 12- - %3 A,6t.:. 1271L ,4YQ/Ct1BLE Ar' - 4.1 �- Q jw ?y 6Zcles -3 �2 Yz�= x.77 /1 u''.a9= r,%? i y dw Iva k'cv LF aF 3 v ~ Gf- f FB USE / �� �V •,�E, 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626.4675 0 (714) 641-8777 2"~0.4 got* CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATEJOB NO, SHEET OF c,47rll ZZ/4/ ,d1141 - Y r1S I k1w d -.2 44 1 .jL''o _. 'F i - -(7- NOTE.- 0. S F8 /S Rkf4SAU.E4. .C/Dff/i`W, /4V 7�6N7,5.17WTI'0NS /T' M.4 Y 4�E leEDvcFa 0.2 04,/i%1/r/MO. y= old i� o5'4 Fa -r ILI JY ,,.MRI 7/, 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626-4675 0 (714) 641-8777 T.c. /ZN Al. 6-4.. ( 2-7 .44.4/4.445ZZ (Cf4,c-,q) _ , 2 j ,, , �EO.c�. >S 6 y ar'ti� q � y. � cxs K� i ��• � oj�cv tF of 21 a - F� 4 Z J-/ °S (_1 Z JY ,,.MRI 7/, 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626-4675 0 (714) 641-8777 J CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET Of cd7m Bz//I/ ldlld L Y.f/S S l Ic-2 - 3_ 3 s s 1 I1 ��� T•a .1 5. r Y. L-3 49 TC.12 lr� _ 6..4 , 12 � s o�S�� � (� / y 7� S4, —St,--L6-'/r7 ,dYQ/LABLE f>✓ /; 3 GiN'Nl, Q = 3?•o`i cps Zr 503 /cT, GCSE 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626.4675 • (714) 641-8777 we 6! 20"omo.4 �x/ CIVIL ENGINEERING • LAND PLANNING 0 LAND SURVEYING By GATE L [08140. SHEET or 21Z 1�2 C41'rA1,64Y1111 AY141- Ylf/X A - S 4-ic-i IC- I . \IX-e\L 1'. /\/ - EL.12'1%f ---------------� \ `+� it 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626.4676 • (714) 641.8777 1 (PIA FPS C.8 yl/l rc. 76.13 r,9 - 0,V7 26 5.5 - y �Cf fL, _ !f . Dl{ � cFS K. 2-.2-6.2- A'CP zF of 4 4, 4p, USE V oF",7v, 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626.4676 • (714) 641.8777 1 f CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING P7071c, BY A DATES - j — y lOE HO SS SHEET OF f� O t� r fE >/,2 I r 121,A CB V/ t d . �� is I.�= f Tc. lel !z 4/a(- ,2 033 4 a , ��S K- sa fsf k'cP S2tF of cf- r,6 4 GCSE i/ f► A/ Al DEQ, 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626-4675 0 (714) 641.8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING F ACT BY DATE IOB NO. SHEET OF �'47m B,r 111 IdAML tris A . Sl��2 3 - a - 8 ss 120 .l� 1 I o •,YX r fE >Z2 40 II ---•----' -.-_ --F.• \ In peoPtt I � - Y. CIA .. 2 o Fps C.B L- 0/ 1 0 T.C. JZ'S0 - 6 944. AMILA&E Ar' .. (CF WcP 3 F 1F of J� ~ G� FB4 A USE • `� ,V /��EPT�, 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626-4675 0 (714) 641-8777 ne$ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBIECT I YTIS BY I DATE I JOB NO. � BHEET OF ' �',4Tcy BZ/44 ,�f�S AL. A Wr 14r >12 7.0/'/17 O/ 0//7 -_ f/. Q/A FPS fl Y2��= I / /2''� - o 6 de Iva q 2 'f•� cis K= wclo �Z Fd= �1�`3 fT, A -� USE 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626-4675 0 (714) 641-8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUS)ECT By 13 ATE C47051,6491AI 100 NO. 8H[tT of 2 3o-3 7 I)r.,(7 peoA -2, 6 - 6 7-3 Q,S stub A 247• 700-1 6 Iw c/- 5 / FPS C8 O 1 L'a' 7-y 1- 0 2,30i =2-30 t ero -2), 91 ewova 24-7-04 cors K= 3 -7 n LF OF FI64 5- 43 67 ff l/ USE V PrP/7/, 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626-4675 • (714) 641.8777 0 f , . h 9 6! 20"W4404 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SMECTBY TATE IL ItOB NO. SHEET Of C417;171 BGS/N d�S/Q� Y.t/S `�z Zqs-oy HKL -6L L-= rz5s AtIsT fE >1.2 �1a .� ,(7 I-rr _PCoA vl'l(l X28 t Y�`; �2� 2 03 1 i 20 -217 -IS -77 CIA C8 C) 7y`z��s� 2. 73 �l G.�. , X2_31 ,� ►z 9 2 03 +o� J{C �%4���,1�► _jI� (Cf Q �► 214 -l0 CC'S K - WOO 3l 3 � �F of ►'?i f���.�a1 USE � � S y A/ USE 3180- *lgW+6w * VtF*MNk: • p6arA META caurARNIA 92828-4075 0 (714) 8418777 gets CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUSIECT BY DATE !OS NO. SHEET OF C4X-'1,6Z11V AMI- YJ/S 4L-, s N '94/sr EE >/, 2 S -- ^, -_`. •, 'r'ri ��i- /�c ��h �%rev I ., I V' Q Q .. Z 7 o 27 qxr A'cp ��� IF of la�I ~ r,64 � fT USE 12 C 215 a Ili -I- 2- 3 o- 6� = 4 4-s 7 5,) 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626-4675 0 (714) 641.6777 im he 9 2fteot44tp OX0 . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBACT BY DATE fOB NO. SHEET Of CAMII A&TIN J1141- YJ/S I I .S 9 55��16C/£GL rd,L 0 44 �= -- 2- T T� 2o7-37 L r• q � , :HA2 (� V T.C. N.G.L. 1292-47 y. 01A lo -56 _ Fps /11 2-OIK 2o7'37 0-44 ), � AMILASZE .4' ag 4r -q) t REQ.�9. 2 6W A16 Q jw 2-D7-3-737 c1rS K; k'CP �FS'�( LF OF b - USE S ►V .i�E�Tx�, 3186-L- Alnvw4" A%#emwt: 0 oojmrA *IC&A, CALWORNIA 92629.4875 • (714) 641-8777 h err 26"W400.0 fa 99co CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING- SBIECT BY DATE JOB NO. SHEET OF 1/Bic ` %.�. �r,�zG t,9 g Cj � 3— l9— -a' l 1 Ftsv G - ►3r L �/i = ! 2 9 3-.s -; (} tj L !� ^�3 - y9 C + r..i. ►..� N✓ 1- TDh. c% 1296- 09., �vu 6t. d -s 1z 96-0g— 0•T-- 1 93-�� -Sv 12 c. g . �, L `l/� = 13 -`33.5E, 1464- = 12 53-77 14 ,, J T SJR ! - � �f 9�6k_ 21y- g OuJ A&A13,.-r A rr �4 Izr� 1qIf r2' — lZ We _410-91 c -FS f - L = 37 77, e—a-u, ,, 0 zQ t - !q Q.�. .e -a r� 0. #17/i,Rlz� c.� L (J)/1S. 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 1-71 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING V SUBJECT„ J+�,1 � � GS gy � DATE - ^ / A JOB NO. / SHEET OF,Z t✓, ti E I!J L % �7-9 P /,v No. t ai owe c- r-16 a7A l A7E RAL _,A �I L -9 3 q3 < — ')6 q -p au' rb e3 7 N[ay ^16.83 ,bL-3 -ko LlhJE L L- 3q.�.L `( R •o iy 4v c -Z I, L Z �N� _ Gg.o ���9� ZZ zq, 12 13 143.",5 fi-�6 c w � � --- LS �r 117. gy ; 3,L ; t.a b��' 33.t� /� i l3 qL . Tye c�3 2y,13 62-- T t— c $ 4 - (o bit l� � � J+.Qc- Foe& 1 Z6, 15 •O F L-A'[UAL L -►o E Z2•?z --��6 Z �,.3.,. � u-- --__ g ___...____•___ � ^_..._._ _....� iii '_ �fil� I� =� t o 4-o L -) a DOW L-13 7 X22' S 37- !-4. z — !-4 ►, � 16,s �1g,4� 8 z3. Z x'95 gl•g3 ��'�—Ls � � , 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 f h 9 g 20voow� met CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUB CT B �►�e-�c-P DATE JOB NO. s SHEET : OF- 2..- �a Q 6 �i 1 1, Ar-,Lg � No . L/ 3>7 --ItA1+ Ii x 2 3 d v rr-�oW q/ . T L-gAlr 23- �rrr�cer� A� _ Y � 1aa i i a: 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 et -re ,Q ;44f tvx 10A a h err 2WAf44to Rgeo f CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING t" SUDIECTBY DATE 106 NO. SHEET OF C47CII BELS/N�S �41'- YJ/S +�, o I� • rps Y2 - •22 CAS K= A'CP L F or- ~ Lf FB 4 USE 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626.4675 • (714) 641.8777 l CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING sVB1Ecrc47r11 BZ/N dyQL YJ/s IBV 17AtE I lOB NO. I SHEET Of I r� C8 0 T.C. (2J2,62 12-7/. 3o .. >/,2 M D/ o/n ; lei I y I Y. Q/Q _ 5- 24. Foos v��� 43 �1�" 6- 51 .Q{'Q/LlJBLE �' 2.33 �CF F��s) p , 8-3 J.. q� 12- 60 CI -S k'CP / S LF OF Z �- c F�j ->< /.i `'�/.2 y.1 Q�= _ ` 76 GCSE S' fV /�DEP771, 3186•L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626-4676 • (714) 641.8777 ..CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT C41-rl7/ .645 YrIS By DATE JOB NO. SHEET OF 141 0 c -0,NUsr S;/z STUP5 a rl 41; _0 24 10 62 -2 CIA Cps iv, . C9 1.70 A TC. 12_5 3 - 11 42 62 .2 61, 12 49 - 17 7 -7 q- 2.2 2,12 6W A16 62--2- CI -S S219- 7 A'CP 12- 65 LF OF -3 3 4 ,Am E. 93q />, AGL) c' + C�- - )l 49-012-3 -20) . 7 ', 3186-L AffiWAV'AV'i:t$"� 4 (508* -A MESA,, dAt-J)'-ORNIA 006DA,4675 0 (714) 641-8777 f we g! 2WAf40,4 ges - CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYINa Sve)Ecr BY DATE los No. SHEET OF C47CI71,64511V Vr/.r 1.2 L4 0 'I- -- if Y;- 01 S;/z pcoA "Ioiv 7 0/'/!7 Q/0417 Y. 8.97 .rc, zq"o 5— 49 7-y .4YA1Z,4,6Zf :Z.2-1 (cc �,cg) t 47 2-). gm Al A USE 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626-4675 - (714) 641-8777 20"W44tl goto CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 3U!!/ECTSY SATE lOs NO. SHEET Of C4TCS� BAS/N A14 L, YJ/S I W, r2.7,� • SU ,r' F >12 peoA I, t Ir . 2.5 3 Foes 1-4 cs rc. f212 ar•/g � �s ioC � -oda N G.(.. (z�? s91,4/4,451,= .4 x '� y (CF !�'CG ��•�G LF OF Gf" � F�j-f /.2 V?/.2c,'1 G�=� iC7 I. :i 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626-4675 • (714) 641.8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SVSIECT C478Y DATE IOD NO. SHEET OF � BQS/N 21142 YJ/s' lzgl ' 37 90sr fv >12 SQL pe'•,M ",/v.1.'` _...._ ! '• mC- L. f 22.31 �.s 1 i 61 CIA Fps CB 'C:J 2- ,� _ y�, _ - 011 /. - 0 022 TC. j2q� ,00 N G.L.(%��1� Nla A'CP a Silo � 1 F OF l �- 2/CT 1467 Gf' � F� ->� � 2 V2� 2; �� d - _ 3 ' USE ' V 1�EPT7,�, 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92628-4675 • (714) 841-8777 .. ah 9 9! 2WAf4404 99ce CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING F ECT BY DATE IOE NO. SHEET OF r4TCy Bz//V ldll,41- YJ/S /ZS -o t) 6, %- IlUST fE >/,2.o S./L pooA-/%r�r.l'._...._.a (�::�-�c!•,S12y), q d 1 4 L 4. Fops CB O v" L4 AF T.C. dVQ/CABLE Ar' / ' 3 --- t 'CEO.D, fi= o.S-2 6w NG 1 0. )).(-1 c rs K- lSy• Acp /� . �S� 1F OF 2 � ~ Gf � F�4 3186-L AIRWAY'Avr"W: a C'OQr^ mcgA, CAOrORNIA 0.2626-4075 0 (714) 641.8777 i i we g! 20"omo-,o Rges CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SVBIECTB� Y J/s IBV I DATE I JOB NO. I SHEET Of I c+ . %;q +<<$;/.L ,f v 41 o CIA FoOX C8 L Yz Y,�' =b, $ /1 iy p.57 T.C. 2 5�•`f3 Sic= %[��1� /7-37/� 11 �s o�� AMIZA&E .� = 3 , 5 — (cc q A 737 cis 2 kcp Ste, z f or- 4,t r6 4 /.2 v��2� � d = • 07 2- 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777 im h e 9! 10""Ntf 4c/ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 9UbrECT by DATE rob NO. BHEET Of C47C' l B451141 Q1v01- Yf/S WA ,r n N r/ .,MUST m >12 SQL ---�—•- ----------�- \`til, f Q/A 2- 29 FP.r C8 0 0 T.C. 2Z •%� —Q-- 7-15,.)D ZZ 4= o . %Z cW N4 K= tF of l � " �B4 /s v�/��1 d= 3- )0 fr p � � x -767 u5E n A/ V DEPTx�, 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626-4675 • (714) 641.8777 r we g! 2WAmeep 94ce . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET Of �.4T� B4S/N Q�S/Q� Yf�S __ c.P, - Q: 43-3y (c- & ) -C 1 P. - 1 0 ro2.33� y IVApcoA y2..� C8 O yx /1 VV v. n y5 AV414,4,645 79 /0 de A14 USE 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626.4675 • (714) 641.9777 im h & 9! 2WAf4404 9ci CIVIL ENGINEERING 0 LAND PLANNING • LAND SURVEYING SUO)ECT C417111 116z//f/ ldv.4z YT/T - 6-�-� Fu-Mce C--6. - . 66 4 1 79. r r - Atlsr lz >12 (2 15-- 4 lyW poi A f'Irviv 10 By -1DATE 1)06 NO. SHEET OF REI-. SR -1 . 12; -01 Fps An A-4 7-C. 2- 2- 47= 7-v 7okl 9.6.4., 12-1543 ros)2 --"' AMIZ-ABLE Ar' -- t CEO 19.0 -3.5- de A14 -7- CPS Alcla Ct- 4 i2 ''21.2;.4 0(= .00cr. it // as,r 7-M I/ orp,771, 7p tr� NGS .7 121 8186-t: AIRWAV 4%WcNwt: & covTA m9QA. CALIFORNIA 92626-4675 0 (714) 641-8777 Pegg G•36 0-4� s M � > a r Ci m o J N Ci cv D r) W d C U a M U W J i - Q C u o m U 4 z � \ u .. � v 1, _ � o 4 O` C w O CL c � u U p ZQ �- S N O q wl, m C O p 0 c u IAo c rl w J � r ui LL- ¢ ❑ ZLG�J c �..f^� N D tr W Ci a J u LL Q C v — q yf•. {r� OT Pegg G•36 0-4� Q 41 1 � d v r h v A U Z w O m _ ul a O ¢ ° p vo � LLI J v I CD 0 W c Q 0 J � � O = � U W J F - Q Q N U p Ci) U o � 2 r M u �. L. CU ++ cu d U-.,Lj� Li » D 41 IM C 0 Q 41 Page G-36 0-4- 1 � d v r h v A U Z w O m _ ul a O ¢ ° U W Z � LLI J v Page G-36 0-4- — .N Pag® G-36 0-4C V EK 0 3 o co � •a a� o CL LU LJ M N CJ �9 n �1 r Uul LLJ ... w Q U O O M Q ° � a _ u_ U W F- C7 ~ J F- n v U 1 m N u LL 4 g! U o � u 2 u �. cu U $ N = Q O D w C o Ut _o .- U - U � U m g c L zz U Q ro0 c C F-0 . — .N Pag® G-36 0-4C V � •a a� o d N LU LJ N n �1 r Uul W ... w g a 0 W Q ° � a u_ F- C7 (nO n v !L W Q u LL 4 g! — .N Pag® G-36 0-4C V L ---o / .1/7 Page G-36 NI � 0 3 o m C C U Q Q N o U y O � E � N \ u (� t C n c V 1n LU 4 u v > U J � z-- U W `j W N cu N �o \ J F- V Q ct vs ao _ vi U- a U (J N O Z u o w of u 4± of q 7 U- d Q C 4) d L w v o c j C � L ---o / .1/7 Page G-36 to m C C U Q Q N o U E � N V A �, > U 'v z-- `j W N \ ct vs U- a U Z N LU o w of u CL a U- L ---o / .1/7 Page G-36 V u �. L v-- O 3 > a T �I v �o d U) _ 'IQ a � U W � c c o � M Q U � o 3 V m 8 J m U W L) a N J F - Q Q U D L ry U o �,t v Z V u �. a� d _ c (!7 � U M 3 V m 8 L) a ry v ai' m C o p 0 C C7 w Q 0 U h V C a r7 2 W Cy Q a � u' W Lu Q a- v LL_ w w Page G--36 D -4C K w J a. a w _ c 7) 3�n�p 0 Page G-36 D -4C! 7 a .... CLa v W h c m � U W J F- U m � 0 1� U 2 ' w � a o Z a, v cn O U -ter v � U 8 C u. U p V � C Q N U7 0 vi ti q v Q C) Q (m t O Q h c V O n d U J I w 2 W h LL - up o � o K w J a. a w _ c 7) 3�n�p 0 Page G-36 D -4C! I r I I I �I � C s Q1 a r-; o s > n ill A -J o J c LLJ Q U o M m � U W J F- ~ a U p O U o u a� N Q o V7 C g c U o w � C 0 N s� a O � v O O Q c D U � E n L� J r W � j g a 0 W ci a o w Z. o cn --1 W CL a o- J LL T" �.9 Ln v. /I III J�1 Page G-36 h� w h��° •-tea 4 v v� 0_4„ � C Q1 a ill A J III J�1 Page G-36 h� w h��° •-tea 4 v v� 0_4„ 3 y' c a " N Q m V D U C O Q Oi Q E G7 D � Q � o Q v U Z-- W w �> > a J q O W 4 a cr- a F-- = u_ Q Q m U W 2 u► O N p ° (r. CL W Q J u U - v D p - W Q c U J � m = o U W ~ Q0 J H- Ut] m Ul � U o Z V (U w (n C7 p O G C O y V ~ U N Li O S 3 y' c a " N Q m V D U C O Q Oi Q E G7 � o Q v U Z-- W w �> > a J q O W 4 a cr- a F-- = u_ Q Q m U W 2 u► O N p ° (r. CL W Q J u U - c ptwio o `S �--- Page G-36 -'D -dam - 0-4C Page G-36 m \ J I� [ c W ry m U W N fl I Q Q U G 1 2 u 0 c t� O U -- N v _ z .N 0 s v �. m c a �a m o I C a U D N 4 ! � n 1 W r� rl a 1 a. G1 U- ' ygio 'a=S —r 1 o-aC ? z Q 'l" l00 U a� a in � rn U N Q4 W C 0 U W Q Q N U O z J v w c7 Q 0 c ' �t o cCL u O o r1 M U v g U m O o Q! Qf L Q Q C U d �J 9 14 b ? 2 I � W ti a J y W Q ? Q 'l" l00 U a in Page G-36 /1 V = W J u CL Q lt. - ly pd n -d 37d1/c, _ 0 — 4� Page G-36 3 > m J 1 U W � C O U � J m N M _ U W J F - Q Q N V 0 m CC U � o Z ' n c o y L1 oCL o� � U u 8 V O .N s v vs vCMQ ) c Q Q _v c O U E J � � 4, ui Qt r In J W w = a O Q C W m Q � a W H a N O o = W J u CL Q lt. - ly pd n -d 37d1/c, _ 0 — 4� Page G-36 LU Z N 5 Q a. in U - c �'� � ao,b Page G-36 �Y 0-4% V > C M m O J 0 N sy W C Q U ° CJ J � � = a U w U 0 aj cn \ U � O � u Z ' J L � Q � y O y u C a O U7 6i 3 0 D to N, IS ° �1 C U Q Q N U E � J � W N -N G. 0 u- o m 3nN3i1 d _ U — — LU Z N 5 Q a. in U - c �'� � ao,b Page G-36 �Y 0-4% V 0-4% V Given: C. B. 11 -/ CLT IxI� OPl.I�TI\G (SUMP) (a) Discharge Q �ti;� = 3q.�z CFS (b) Curb type " " "D" 4" Rolled 6" Rolled 6.� Solution: 11 (depth at opening) - /2 inches h (height of opening) _ /-o niches 11/h�- From Chart: Q /ft. of opening = < r CFS L required = , �Z- / = %%.7? ft. USF L= G/o C�%fco -nj' p C cy~ -31- C. B. I Z- 2, ( CURB OPENING ( Interception ) Given: (a) discharge Q /A/T = CFS (b) street slope 5 (c) curb type "A-2" "D" (d) half street width Solution: Q/Sjz= i/( �Ol3qj, )'/z= a l DTherefore y= Q /L I,= ��{. / . (�� = ZZ (L for total interception) TRY: LP= t. a/y = .33/� -P Q QP= X = CFS (Intercepted) Qc_ r - -G- CFS(Carryover) -35- C. B. 11 L - 3 CIIItfi• 0PENJN'G (SUIIP) Q.zr _ 2-�).C) , Q,"c — 37 S I L -d Cio Q�'��= - i••' L - z Given: (a) Discharge Q:L: = .d• %-.V ='31 z. • (b) Curb type "A-2" "D" .4" Rolled 6" Rolled Solution: iI (depth at opening) _ /2 inches h (height of opening) - /° iuche:q 11/h�- From Chart: Q/ft. of opening = CFS L required - �' �� / 2 `^ - �/ 2 ft. U S F L = 1,2. ft. -31- • J x C CURB OPE"NIING ( Interception ) Given: (a) discharge Q-Tk.?o.7B CF (b) street slope S = c, (C) curb type ftA_2ff v (d) hFCU street vlidth = ft. 4`OIUtion: QrS - %��%( �• o� ), - ___/�� 1'h-refc,r c ,, l J, _ .20- l •��S =�3 .� IT, for total i;.•. 1 1) ion) I f a/y - .33/. 63S Cr� S anter:eci) J170 itkDISIC: AYLH�L CY!STA ATkN� C!. P:6TOi•76 CIVIL ENUIh.'SR:kO • L/GHD!K.5Mr+1/eC • 6�4M0 t.Jm'4Y,�.4 GIve17 Solution: Qoo = 23. c> 7 u C. Ty_ C/o ©,pn= zy.G 5 CU11B OPENING ( Interception ) (a) dischar(;e 0— M street slope• S = (c) curb type, "A-2'' (d) hp-tf street `vidth = ?, Eu CFS IS,/i= �r�S�{ v.d� }_ - I ^r•� Th1'zefcrzc :1= 7, = .P,: a. Sl^ _ .50,7 A{L Iox .total ir,tE�i c r.I��aort) r� a/y - .33/ C?r. C i `S(Czz'r7 over) 31-0 REPKR: AMMf. CORIA 1KG W 0"M 42v :+�" CnALENdlNt[Mt;O • LANDMANNIN'J . LANb1MJN'rr7N4 C. 13. d L- CURB 011)"'14I\IG ( Intei cc ption Given: (a) discharge 025,-- /3 CITS I (b) street slope S Ip (c) curb type "A -2" I^'1-2" IIl,II d0 °C /r°Gu7-!xF4 l (d) haU street Nvidth ft. Solution: 0. 0 I'6 )+/z- /A / '1'h,,� efol e ;r = �•;��� J, /3 (L for total inter cr.ption) TRY: _ LF l2 ft. a/y= .33/ C��,= O S/ X 2 . �� /� • CFS (Intercepted) C)r.= �'l�- l� ? - /l •c�L Ci..'S(Carryover) SI?a PEDNIII AVENUE "TA PfkP CA 1`�rM1M11 - . CIVILNMOIF:CRINO ♦ LARDMANNINC • LANDA.mnI,NO g, 2 � Given; (a) (b) Solution: C. B. # /- CURfi' 0 P E N FN G (SUMP) 37./-//.kz 41.3/ Discharge Q /LT CFS Curb type "A-2" "D" 4" Rolled 6" Rolled ?4 Gr: /F`Cav7-72Ie - Ii (depth at opening) = /2 blches h (height of opening) _ �O inches 11 /h 37 Qrow -1d.1Z,-,4 �o Q, c�- _ A. Fz Y-/, 3 %- Z `1 s3 •�y From Ch art: Q /ft. of opening = 2 .9 S CFS L required 30 � ft. USF L= ft. - •• -31- C. B. /1 L -/ 4 CIJnF* 0PI✓NJ\G (SUMP) Given: (a) Discharge Q 2,7 _ 'Z,Z - 2--2— CFS (b) Curb type "A-2" "D" 4" Rolled 6" Rolled Solution: II (depth at opening) = 12- inches h (height of opening) = to inches 11/h From Chart: Q/ft. of opening = yS-- CFS L required - 22� 2 /, �S = fSv ft. USF L= ft. - 31- Yr[ _ .� _ .. •� .. �_ -•r w•+,�fCl"�T'T'R�T•.'t41x.TIT.QZl9+Y;.i'�'ItT.t:y!'1CS�'J'['f. .. 1F)cT'. •.. 'TC1mA Qa �= ly 83 CU1113 0 1 1 N ( IrntCI-cption ) gtcm �J•6/ Given: (a) discharge 02-5-- iL(. CFS (b) street slope S = 0 616 L/ f (c) curb type IIA_211 ItI)II (d) half street width = 24 ft. Solution: �i Sr/) 27-V4 (L for total inter ccption) TRX: _ LF �o ft. If./ L a/y = .33/D. =M5 y = 0` Q/,= `f- x 4 .�'�' - /Z .6 CFS (Intercepted) z,22- 14 AA mzz 6! Of TO Rf DWI L AYE" W9tA W?NA, CA O't"J4 WMWMV CIVIL[N011s'[MNO 0 LAND►UNKINO • UNO.IMVY'YKO ftt -_. ._ �. .. �•. ..__�..��•'tA�`Yf,lltV�'�'f^..T01 �fY��T:L2:11�51 ... � .... ti(Ftt' TCl�w Q ZS = 24 V 2- G -OS CU111-3 0111"incl'NG { I n t c i"C,(-htion ) �G L2.29 Given: (a) di:;chai_ t;c 0 , 72-, sem C 11 n� (b) street slope S = •O/L/Z (c) curb type, "11-2" "I7t' (d) half street Nvidth = Z LI ft. Solution: Q/5 = 22.52-/( OIg2- )/z- ���-i� 1}1t�1'CrUI'L y' d•v� Q - 06`� 7, = 2� 7% / 0.6`{ = 3�� (L for total inter ception) TRX: _ L1,= 2' ft. 1� 2- a/_y cel,- x 22-52 = /9.0 CFS (Intercepted) SZ C PS(CarrymIcr) �v 8, #�—►3 Ila�tTO PEf„1tll AVFNu[ DOtTA FttµG►'t►4V7� UVIUC, CMLENOR-11MND 0 WIDPIANNINO . IANDWNYYITKO 12 47, I C. B. 4 i� �1a C1rI'll r' 0PENIN' G (SUMP) Y - Given: 0., s-, /-/, q3 02s-= /7-Y3 ce:�r /, (a) Discharge Q-1' 2� gs CFS (b) Curb type "A-2" "D" 4" Rolled 6" Rolled Solution: li (depth at opening) _ 12- inches h (height of opening) - Ij inches li /h = 2 11 c) - % Z - From Chart: Q/ft. of opening = °� '� CFS L required = 2 1- %. 4q ft. U S E L= D ft• �� -31- C. B. /4(- CURB 4CURB OPENTING ( Interception ) Given: (a) discharge C, roo = 5. Jg CFS (b) street slope S = D O IS 6 (c) curb type ''A-2" ''D" (d) Iaalf street width = 3$ ft. Solution: ,J1 = �1 r QJ S c. /q _/(Q 0156 - 41-SSJ- �. herefore y -LD -3`7 Q /f, =-0-4-3- L 0- 3L = 5-J%; D:/3 = /2-07 ,T, for foial interception) TRY: Lp- j2 ft. Ii/' Q�= ��{ - CP'S (lntez'cef Le(l) Qe y____- �CFS(CarryC)V!'t') -35- 7; C. _ r Z �i• �o 12go Cao C. n. L- is -02 I CURB OPENING ( Interception ) Given; (a) discharge C� foo = 1 •,9 4 CFS (b) street slope S = Q - O214 IP (c) Curb tape "A -lir {Dir g Gcvb �G�� r�" mutt,,, 4 tock (d) half street width = 31� ft, ��olution. '/z Q/S'lz 194 /( 0O21µ ) = l3. 26 'Therefore YJ0 28 L - / �4 %Q- 33 = 5-88 'T-, for total is terception) TRY: LF= CFS Or-,:ercepted) QC - -- - �CFS(Carryover) -35- I r = SD -33 .49-33 C. B. # CURB OPENING ( Interception ) Given: (a) discharge C� ,� = 9-0� CFS (b) street slope 5 = p - o 156 (c) curb type "11--2" 11TY1 (d) half street width 3K ft, Solution: 0:2 -5.OS- C' C ? %z Q/Stj1.0 _l ( d•D/S(. } = 72 4b ` hcrefore Q If, =-ja-SO L - _ 1i. Ig_f 'L for total interception) TRX: Li,= / 8-0 a%y .33/ 6-47 - LQ 7a2 Qp= �� -__ l`_- - l�.�� _ �6• _CFS (Intet-cepte(i) 41K_._CFS(Carr;over) 76 -35- L-fe Solut;nn: Q/ S'J� = I� 6 +�� 2o3 -g2 rl'hl,refvrc , _.. G r J_, - �C ��1 % G.��1 (L for'tot'a1?n i!icc.,t)t:ori) TR)': _ Jam€, = Z 2' ft. 33/� Q/Q o �3 4,, x _Crs (Inte:-cep".e(1) t .>. 3170 PEDHILL AYEHUE OMA WEpti CA 4.^6N.J17S �s CIVICIHDIi.•�l Rt1fP + L:r11DPl/.M/tIN6 • tl14D s:Jf.Y W1'P T/c - s4-'� .. -r Sof• C. (/ B. .� `—/� _ r Ciro = 23.97 c� CUltJ-3 fJl'E-INI1TC ( ii�tcz��t'l�tiorx ) Given: (z) diSc1)ar1,c Q p CF (b) street slope S = -roS% 1/1 (C) curb tyle "A-211 (d) hof street ti:,idtll = 3 D ft. Solut;nn: Q/ S'J� = I� 6 +�� 2o3 -g2 rl'hl,refvrc , _.. G r J_, - �C ��1 % G.��1 (L for'tot'a1?n i!icc.,t)t:ori) TR)': _ Jam€, = Z 2' ft. 33/� Q/Q o �3 4,, x _Crs (Inte:-cep".e(1) t .>. 3170 PEDHILL AYEHUE OMA WEpti CA 4.^6N.J17S �s CIVICIHDIi.•�l Rt1fP + L:r11DPl/.M/tIN6 • tl14D s:Jf.Y W1'P -vn _ _. _ � .. . _.•-•-r�r--r.ror•�.-.+..-n�+�rrrrai �+*f+a�n'x7:t�aA.fSsel4�llY. 1Fu+• . 5 �v ��- C . B. it L �� CURB Interception ) Given: (a) discharge Q - �-%n-)z ChS (b) street slope S (c) curb type "A-21` 1)" (d) half street % idth = 3 ft. Solution: D�2) -- %' /2 `1'hhrefurc:yr Q /L 0' S� . 1, 19t / b.�''� _ �' (L for total inter cr.-ption) TRY: _ LYS p ' ft, J /L a/y = .33/0.SS Q11= v gg x � - CFS (Intercepted) Qc= 4, 05 .83 C1 S(Carryot,cr) O s ���� �ImReD,IrtL�vtNu[ ooeTfurRtiu+n►+u++ CIYILCNOIktIRINO • LAND►LANNINO ♦ tAMD �JIIY `iX0 C.' I3. ll CjiIlI3' OPJ: NHNG (SUIIP) Given: (a) Discharge Q = 3 y CFS (b) Curb type "A-2" "D" 4" Rolled 6" Rolled ►� a 18� �17 , Solution: II (depth at opening) _ 12- inches h (I)eight of opening) / O inches II/h From Chart: Q/ft. of opening CFS L required = 7 �y / 2 -�_� _ 6 ft. U S L L = ft. -31- <1G'd So1tit i()n: (Ei} itl"f_Ct SlOpf: S (C) curb ( Y tJr_ "fit--)'" III)II (d) half street vvidt11 =- I / ft. (`1is RCC ,ffr'_ ���_ /` add }�:- �(,'Ib__-_• �111�J'f'T�l l'r` •�•r —0-� d_�5q r., 3• Si / 0. J� _ �(� (J, iar•tQ a iniv1 r.: 1) .-)11) Q I }1-1f)MOM1! /.?NPR rpsip 1•r;NC1 Vf•'1 I CIVILU R :VVRd . tMIDMANf:1110•1wne4W.- lea .•-.x:s^-r.^•.^..ir.•r.•—v�t�._ti.. ., ^f^x'^..��t^� r�Sn•....,..-f�-1Ylr�^:.J"�r„'^,^s..^^fro-•�••...+.•_�tr'I'�•s•y�t.,_ ,.,,...c.,�_ .r. -•t -•+•:max :x� I H n [TJ r t-' ra 0 cn CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY 1 DATE JOB NO. SHEET OF S 0, 0040 22 ',W)7 R PdYEiYrE"f✓T . 0.2G Fov 8' d,W2/Fo'� /2 'sr4557' a)PAC17Y AjQ r 3186-L AIRWAY AVENUE 0 COSTA MESA, CALIFORNIA 92626-4675 0 (714) 641-8777 CHERRY AVENUE STREET PAC YTABLE a=26 b=10.5 c=1.5 d=13' W=51' DEPTH AREA P R W'ROAD W'PKY. Q/S 1/2 (FT) (SF) (FT) (FT) (FT) (FT) 0.12 0.079 1.302 0.06 1.320 --- 1.207 0.15 0.130 2.084 0.062 2.080 --- 2.02 0.20 0.266 3.388 0.078 3.347 --- 4.83 0.25 0.465 4.691 0.099 4.613 --- 9.86 0.30 0.727 5.995 0.121 5.880 --- 17.63 0.35 1.053 7.299 0.144 7.147 --- 28.695 0.40 1.442 8.602 0.168 8.413 --- 43.425 0.42 1.615 9.124 0.177 8.920 --- 50.438 0.44 1.799 9.645 0.187 9.427 --- 58.181 0.46 1.992 10.167 0.196 9.933 --- 66.53 0.48 2.193 10.688 0.205 10.440 --- 75.54 0.50 2.410 11.210 0.215 10.947 --- 85.64 0.52 2.634 11.731 0.225 11.453 --- 96.35 0.53 2.750 11.992 0.229 11.707 --- 102.01 0.54 2.869 12.495 0.230 12.210 --- 106.695 0.56 3.124 13.502 0.231 13.217 --- 116.58 0.58 3.398 14.509 0.234 14.223 --- 127.84 .60 3.692 15.515 0.238 15.230 --- 140.38 .61 3.847 16.019 0.24 15.733 --- 147.18 0.62 4.007 16.522 0.242 16.237 --- 154.3 0.63 4.172 17.025 0.245 16.740 --- 161.77 0.64 4.342 17.529 0.248 17.243 --- 169.58 0.65 4.517 18.032 0.250 17.747 --- 177.74 0.66 4.697 18.535 0.253 18.250 --- 186.337 '.C.0.67 4.882 19.039 0.256 18.753 --- 195.207 0.68 5.075 19.539 0.26 19.253 0.5 204.58 0.69 5.277 20.039 0.263 19.753 1.0 214.68 0.70 5.489 20.539 0.267 20.253 1.5 225.01 0.75 6.702 23.390 0.287 22.753 4.0 288.88 0.80 8.165 25.539 0.320 25.253 6.5 378.428 0.85 9.877 28.039 0.352 27.753 9.0 487.88 0.87 10.632 29.039 0.366 28.753 10.0 538.87 0.88 11.025 29.539 0.373 29.253 10.5 566.0 0.89 11.428 30.039 0.38 29.753 11.0 594.22 0.90 11.840 30.539 0.388 30.253 11.5 623.46 0.91 12.263 31.039 0.395 30.753 12.0 654.109 0.92 12.695 31.539 0.403 31.253 12.5 685.620 /W 0.93 13.138 32.037 0.410 31.753 13.0 718.414 0.94 13.590 32.539 0.418 32.253 13.5 752.02 MILLER AVENUE STREET APA ITY TABLE a=22 b=6.5 c=1.5 d=6' w=36' DEPTH AREA P R W'ROAD WIPKY. Q/S 1/2 (FT) (SF) (FT) (FT) (FT) (FT) 0.11 0.072 1.401 0.051 1.317 --- 0.99 0.15 0.145 2.454 0.059 2.330 --- 2.177 0.20 0.294 3.772 0.078 3.597 --- 5.31 0.25 0.505 5.089 0.099 4.863 --- 10.72 0.30 0.780 6.407 0.122 6.130 --- 18.97 0.37 1.271 8.251 0.154 7.903 --- 36.176 0.38 1.353 8.762 0.154 8.407 --- 38.55 0.40 1.531 9.783 0.157 9.413 --- 44.045 0.42 1.729 10.804 0.16 10.420 --- 50.46 0.44 1.948 11.826 0.165 11.427 --- 57.990 0.46 2.186 12.847 0.170 12.433 --- 66.498 0.48 2.445 13.868 0.176 13.440 --- 76.158 0.50 2.724 14.890 0.183 14.447 --- 86.965 0.52 3.023 15.911 0.190 15.453 --- 98.975 0.54 3.342 16.932 0.197 16.460 --- 112.236 0.56 3.681 17.953 0.205 17.467 --- 126.798 0.58 4.041 18.975 0.213 18.473 --- 142.765 .60 4.420 19.996 0.221 19.480 --- 160.080 .62 4.820 21.017 0.229 20.487 --- 178.906 0.64 5.240 22.038 0.238 21.492 --- 199.235 0.66 5.679 23.060 0.246 22.500 --- 221.042 '.C.0.67 5.907 23.570 0.251 23.00 --- 232.612 0.68 6.142 24.571 0.25 23.50 0.50 241.34 0.69 6.387 25.571 0.250 24.00 1.0 250.952 0.70 6.642 26.571 0.250 24.50 1.5 261.108 0.71 6.907 27.571 0.251 25.00 2.0 271.920 0.72 7.182 28.571 0.251 25.50 2.5 283.391 0.73 7.467 29.572 0.252 26.00 3.0 295.38 0.74 7.762 30.572 0.254 26.50 3.5 308.320 0.75 8.067 31.572 0.256 27.00 4.0 321.795 0.76 8.382 32.572 0.257 27.50 4.5 335.952 0.77 8.707 33.572 0.259 28.00 5.0 350.798 0.78 9.042 34.573 0.261 28.50 5.5 366.17 /W 0.79 9.387 35.573 0.264 29.00 6.0 382.583 fl -I W49 9 4?oft6W44tv 94C. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. 7SHEET OF /GO �_ ST fir✓ �T F i o w VP Y) 6 s �) NO. a OF )`Ok C Ntr_ RY A VL ortm, C4,- tPX7 sine, JICS7 CIPS 2%37 21y• Oo (8thh% OLAO B,bbf-ou.t 9 -el ()'orgy �F11oyj L _4) 4) 72. l�-03 J 72.53+2.5g l 72'S3 (far Pv�Bsn-�J (t/Z r=Ldw ST r-4ow MILLL2 07- 33 287.53 (room L_s) 13- L'4 2.62 room L -G ) (Mr, L -!b) CF6►z L- 7l /PICC. 0100 1.67 ( v61 L- /moi) CwQ• L -e,8) 357. OL— 2172:2.Z T fcQ Ori 41`„--cF �' ' �r6t> —Q� 62-i IS476 09 /4S•b6 I)A�.F S7 `%2-53 Ci/S (/�inu 4 V1.0 r prl 2I C (/� �� cv f ' 2 3Z- Tc r, I-�anu /I cvdr� i A -A u � Ci r -Qv 307.33 / (D /•S 6X = 2/ 60 -GI P" m- CA,, k Of > TOP ot= M.?cL'Gr 6.894- 0•47 (RCFCf2 (Aan CCITT) , I -S6 16,, 0 = 70 S3 f 70 4- z 70-7/ 72 -03 u� '72--'2 S -P + 2 -e,5 9- "r'•a M I "L, v A r=oof I -i � .UC � ct o v vy 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 9 0c1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING EDHILL AVENUE •' COSTA MESA; CALIFORNIA 92626-342 (714) 64.1-- �- t i O _._ � 8777 reps SUBJECT 00 . �rQc- -r FLOW D� BY • s►t Ise D E JOB NO. 3 s SHEET OF i v M�LL�(L >?4-u�, n•�fS� �sy,�y Z=j�%R, Syz� K /1 J� o. /d �r� D4 wGu !-ol � 1�n �A�KS &:br�:n� �iyso�c�: f 11g7 WIER— 6AMYonl 21 J 6.51 23- 7 Z .1 � - _ 7 S� r=oNL r� raj blit. y. _ Tirane Jz.�.tn! Ll�lC I vr- COY AVe, EAk -! 2 67,37 k I Sb 3b7 Z�61 l, 3 z - P-P-yAvr--- 2302 z7 Pq 1 7.4 _,m 'G e. prc. d.qq 1244 EDHILL AVENUE •' COSTA MESA; CALIFORNIA 92626-342 (714) 64.1-- �- t i O _._ � 8777 reps CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY DAT JOB NO. SHEET OF a2 0.1 o I I� Ern mo / v Z3Z 3g� 121b K — 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA ,92626-3428 • (714) 641-8777 wee CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF �11��EF� by . S11�,,EQ J� - Is-�� ?Crla _� 2 Lpn<�,n A2� z Z 2 0.�2, 2o. zz wwt4 pg,, ► -e-4 cl LAS*pJ 3170 REDHILL AVENUE . COSTAMESA, CALIFORNIA92626-3428 • (714) 641-8777 A_ 0,0 o"W40.4 g000c* �- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF loo f l p t C 7 ' L W Vc N/,t-- 6/SIS. 7 ?, � �p � LMj Z. Z_ Fop CAP- ND 616 "T = /4S•66 C4-1 SZ a L-/= 'j Ifs G� fan_ �a���P'�-� z- Z �� •l.1.F. • ��.C.t-F.v �-t�� � cS = �DO�%� /5 , � G �IS • 714 s Z 4 � � � S _ 74.1ss � _. r 67 + 0 1Z -t- o.24 7S 19 —at Uf yt X60 r . 0o7Z 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 9 (714) 641-8777 a 9000co CIVIL ENGINEERING LAND PLANNING LAND SURVEYING SUBJECT �EP�N %AI MMUM r, U�Zk BY /��N /vDATE JOB NO. SHEET OF K .?-23 - S BSc" /. ().SO L /20 /60 Zoo uz CARIV56 /E 5 Tg 5,E 7` 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 w4e g gmco CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF m�l I CF=O��' o e ZY A05A - S. 53 WP.F7 S= 0,007-2 S� v.o��9 f 4� X 99.07 Y , 4/7z = 3 s y, lP -Z5.6 r P G/7 ;V 025 = /"C" 9.,,* CrS Q /oo cdaIV5615 STR45ET 3186-L AIRWAY AVENUE • COSTA-+AESA,•CALIFORNIA 92626-4675 • (714) 641-8777 WP - 32.47 Tz S= 0,007-2 S� v.o��9 f 4� X 99.07 Y , 4/7z = 3 s y, lP -Z5.6 r P G/7 ;V 025 = /"C" 9.,,* CrS Q /oo cdaIV5615 STR45ET 3186-L AIRWAY AVENUE • COSTA-+AESA,•CALIFORNIA 92626-4675 • (714) 641-8777 CIVIL ENGINEERING o LAND PLANNING o LAND SURVEYING SUBJECT nT-vyQ�4 �r / BY DATE JOB NO. SHEET OF �.tz a 0,2, AIQLf ST. 0"00 1-134F / ,4= WP= I L7 W-0 = Ss. 17 1/4�� 1. Qss 4,73 r g9 °7 X . a041 45 YZ%? C4A/V4)/st/ 0 A/Y AMD �fNSTZ' Rf,QGE' ROAD 3186-L AIRWAY AVENUE • COSTA MESA,,CALIFORNIA 92626-4675 • (714) 641-8777 t - w4e e- 20"W""p 0,00c/ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATEJOB NO. SHEET OF JZ7 -ET CAP,4Ury �IE�U W ,2/ 8� 3.3 'L bio o 0,1 CL = /J..r10 4-Z-07 gl'o = 4S. W/O - S5. �-7 Q = , W.2/ Q2 01 X . �1 od = /�G ..52 /087 8.3 X -9J - oJ6S/3 /8%S. 72 y2 11r,d GE ,o ,,e419 4 Y 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777 �7 W49 9 ?6"W44to 99,C, CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT �JEQ /N C,U 'tcQ BY /�nJ �. DATE1.y� 7 JOB NO. �.� / SHEET OF 0. l 0 So 11,6RirX6,F AWW90Y A�FYeW C,4AIYi�* 91065 RPf 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 x< CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING r T A,,�vE CSN m� r v� BY DATE JOB NO. SHEET OF M I Y D k. 7N. i3 _ ?7 3 91/0 0.,B o. G 0 D �EYE� CAN ,A' 7� ' y✓/QE- 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 �Zf CIVIL ENGINEERING 0 LAND PLANNING o LAND SURVEYING SUBJECT GQNYD 4 iii BY , /y l , I DATE F 17 JOB NO. vs SHEET OF y� Q9*, a 7 a - 4,EY4�k 4:4 NYON tOW115 E/O Cl— ,.1. % (LEFT TtJ ./ 0O6825 _q ?:/;, ej�fCC/s { �. 7 G�s moo. 75. 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 9 o7 k 7 (iUA a 3V ry 99.0,7 � � � _ 4,EY4�k 4:4 NYON tOW115 E/O Cl— ,.1. % (LEFT TtJ ./ 0O6825 _q ?:/;, ej�fCC/s { �. 7 G�s moo. 75. 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 9 o7 k 7 = ,2sS -43 X o . oc F� 99.0,7 � � � _ .�.�� 49 y 6.00?t, (oj , 0G k 9y.07 ..�� = 30-W, zS Y 0, c, "I'd Sf k 99 01 d7.d. 22 k 0,0074 4,EY4�k 4:4 NYON tOW115 E/O Cl— ,.1. % (LEFT TtJ ./ 0O6825 _q ?:/;, ej�fCC/s { �. 7 G�s moo. 75. 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 —� CIVIL ENGINEERING O LAND PLANNING o LAND SURVEYING SU6JECT ILL E�; of �r BY� DATE v _I JOB NO. SHEET OF r^J s i Qloo �IaLF .S'� .zssj" Q?f_,�04 2-2 r 1 E - f o.1y, �'y d 45100 Qfo o _ LP- Cry 3170 REDHILL AVENUE o COSTAMESA, CALIFORNIA 92626-3428 0 (7 i 4) 641-8777 CIVIL ENGINEERING o LAND PLANNING o LAND SURVEYING SUBJECT BY DATE !�: ✓'.E Ch: 5'C' i .J�i k'"1 ✓ �'• •W JOB NO. SHEET OF ti 72 flroo Z -T 2.d� y5yFR C. -A IV yvlv 'O'elil't E/0 C,�su y 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 6 A 1 �4 1- a = S. 5.325 ds� 4,7 0iy Q too 1L - G . O ��5,� %�' G! .�c 7'�� .+: 4 • 4 flroo Z -T 2.d� y5yFR C. -A IV yvlv 'O'elil't E/0 C,�su y 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 C�0 CIVIL ENGINEERING a LAND PLANNING a LAND SURVEYING SUBJECT 4�0By DATE lOB NO. _ SHEET OF S~ r /7S Gj r DANA SCAPC- �'i'L R'lf: n1 -r •C-x� Stm E�rJ-t 3r 1 10-2 cr- � f Qroo A/44. F .Sr f �t -- 7 /2.72 co. 85 .2-dX Q .7. g9 l� = 7/3 72 k 17f Seo , Y% K �N�?!r— L F s7rtF- AJ ftj,, ct�, -) p X, q x1�4�6 vo•����� y33� WLLE,e ✓h/LV, o� 0/3t „ Q sZ7 a 07 x 7,1-z 3� 17 3, 3, �'f ,LP�i TUCN 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 I �I wee CIVIL ENGINEERING LAND PLANNING LAND SURVEYING SUBJECT BY DATE4d7 JOB NO.gSHEET OF 0., SID �O /2o Allo Y 14 7r 3170 REDHILL AVENUE 0 COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 wee g I 0c. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY D 108 NO. SHEET OF �FQQY QYFATE - � mor e�ovE aiQB no 7sZ�Uoc i 2L1�0 �3g ,3UpD dODG �JG� DOJO 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 !. G7 1. s0 /•25 1.20 L;, So o.so wa� O Q� no 7sZ�Uoc i 2L1�0 �3g ,3UpD dODG �JG� DOJO 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 0 (714) 641-8777 CIVIL ENGINEERING • LAND ALANNING • LAND SURVEYING SUBJECT CHFQQ y 2 VE BY DATE00B NO. SHEET OF .3a /o r r ).67 /ter ewE arae -- - - /, Sp /'30 7=----ff-- ago � a q 0.30 I p 7S2/ODD ?00D 213$ .3�J00 �1D0� � . fivov ��oaa C17145WR V !NCL., .8.46e Off' Pllft/S/ 3170 REDWLL AVENUE • COSTAMESA, CALIFORNIA 92626-34--: (714) 641-8777 . , --- ., I I , I � � I I . I I . I I I . r I � I I . . I � , � h t I , : 9 . . I . - . � , 1, , I I ,�' -111,��. I - - V � 1��, ,'�_71 - ��- � -- - - ­!__��,, I-- , .,�,,_ -1 I � , - � I,, �Zz2!!'! - --- ;-- -- �, " ,-`�, �_' � � I � " � I I 11� :, � I " �, � I _ � , I � - , 11 � I - � V i ,I,� - I - I � I I I I � I . __ ", I � -4", , � ;, I . � , ":,: . I -LLI- 1-1 , - - I . I , - , � I . - 11 "I 1, I . I � __�� I 11 - _�T , j -­ � I I . I I I - . I . - I - ------ � � -I �� �� I � -1 I - - --- � - I f � . , 1 1 i -_ I I - � - I I t I - -I ,�A� ! I : I � I - , � I ­ I � If � e I ­ 41.- 1 `­, - -.1 I _� ! - ! __ * 1-,- ­ I -- � , ''I , � I , I - %_ - -, -----,----, I .­ - - _ __ - -,----- , - -_ -�' ! � - -_ -_ I - - . I - .__ -----."- " - _ - - I I -_ - I - , - ­­ -- - - - ----- - ____ - - - -1-19 _k6-W-64� - - � I,,- I I __ -i -4, - --. , '­_ - - � . __�.. _,__ - - - - - , -,I-. - , � Ir -1 6��57" ----I- --- 11 ----- -- � _,_____________ � - , I . I - - � 1_1 I— - - - ''-,--- -, - I I ! ,:�� ­� I � I J� � oe, � - __1 - � - ­ � , � __ I - 11 -11--, ___ - I � - - ­,,_._�1_,_---____,_ __ ­­ _ I __ -I-- __ ­ __ � I _,�_�� I - ­� -_ �­_.­ .­­ I k � , , - - - I ­ - I - I -_ - _ - - _­ .--- - I I -1 _ I - - - L__ - . I .4-1 �, , I -, - - I--,-.-,---- �_ - - q , � - � - � I - I . . pmam I I - - �,_ ", ! ! ,�, t I t I tm**;mo�ommeamp_m,� __11 ,� - I . a ____ I 1� __ I I I I I "I "''"" I -_` 11 ) , , - I I , I I I'll 1. - � I I , I ! I I � / I ,,,­----- -- - �11` I I _� , - - f 1_�, \ I� I , "� . ___ - j - � � 11.11, - I I 11 - , �I, ,/ 1, � � - - x - I 11,� , I ; I------ - , 1 "I ;, , "!7 � , _', t \� I I � 1-1 _1� - __ (S � , 7 _� I I I ( , _1\ I - � I "d- , .17, �- , � I � " I I i > m '\,, I I " - C� I � ,-) I,., � I 1-11 -1 I . \ I - I -I_ C, "I 11 1 14�6-"v 11 I - IR t , 1 ' - , _1_z ___7_, 1, � ()a ­% I , I ,!' I � 11 � . , 7 1 - � ,4 MrNlvf --t, - , 1�1� � 1, -� - 1.� No � - 11 I I T-�, ,::- -�-,,___ � � I cil - �� �� �I, I ". I _: , I �, 11 11 __ , I ( - " I I j k� Q6, � ''I � 1_' , =1 -4 �? - � - I - - , I tn � --- �� � i� I � - I , i ,� 11 I I 11, ., 11 I ,/ I\ I � I � I" I I "�, " I ____�__ 11 - �­__, & CD 1. I � �, I I li, , __ I .. � -, I I I )�p %. I , I "�, " I - � NI-, - I _­ - � P , , , , I I I - -� - i , j \11 . -, , 11 - I � - - ----_- 11, - I---- � -_ ___ - -� % -4 � S% , I `1 - , I-"-- --- --- __ I , ��' - 7 � �j I I I 11 I 1 04 - --- I - - '' - _____, \ -_ . I �'_ �­_ - j--__2-_______ i" , � , f�, 1, i !:. � . . 0 � - ., C41. N_­�'. , >6 j , I � ", , , , , , � , � � . `1 I. I I ­ -1 i I I I 'I I N, �_ - I "�� : 0 oc s - ��, -,- �,__ - / I � � I - - . � � , � CD M k \ - -I __�' --- t, I I L, - � - j � 1 1�� - (­ I 1, , ­___ . I I � � � I I ,,, , - - . I : I I �- 0 -- '11� 111,� �) ) -A - I . I . i� i �_ � W . - - - 1_1� - I I . - ;:1 ,,,':��- , , 'a , __', , -I' N *j � � , , �� �, ''�, 1 . i�, - I � 1�1� CO . ,�,,� 11 I \ N )�t -_ - ------- �.NI I , I I , E I , :�, m ,J) , , : �� " " - -, �, , l, : V p , 4 T N \ 'I, \ - '' -�� % 1* " ,I I I � "I \�,, I I,- I I 0^ `_ J�j 0I. ,it V1.1 , , � '' F) - 11 i , I I ( _\ ) I � -1 , . I - ,� � i , � �,t I . I I mm" I 11 I, bf I I I �­ \ % II) , , I I, -1- _��_ - w , � , - I I q 11 I, \ , \ I , I N � ,� \ ) - )�, N -T, I` I � - . --' I : I I " - � � \ \_1 � (" -1 I I � I � � I ,�,� \, I W� � %_j � I ,,� �­ --___ a . I , I - I I Vic � % r- , \.� - . -, a . 9V * Go ,,III , " ::----) �, X.)_ -_ � "I ! ! , � , % ! / 1j. ___ -I- ,I - , , I --- ) ._______,__,__1_ 1, 11 / I \' � �� � " ! k, � � I- I . / 1. k ___ --- r) I I 1� I - - 0#4 I \1 11 - I -_ 11 0- � �' ,� f -- -- 1, .� �_ I 11 --- , - I � N - t1l i -1 I , I- - I . - I I,-'- / � - "" �, %" i I I % "" � I I � I 1z) � 'r Ij\ ,� - - I Amms�w - - - . I I �__.� I i I , . "", " 11 I / - - 6 11- a. ��, ll , � , %-- ,,,,,, .", .?2 ww__� d I - - �, - - - . I . 9 I . )1�1_ - � I—- - __1 \ I - # "� - I 1 -3> r . ,��p 1- - '. / t - . I..eg- I -) 1". ,�' ,ik, I ,p - "_ - I I I �, - I 1, I I'l 19$7 '_� I - I - i /_ 1, i � - W-1 vp x V I . A - �'� I ; 1 9 ,� -, , "' , " I - �S�_ ­��"�r/ 1 A . I I I ::� . < , " , II", P ,� - ,,�_ ,Z, I I �, jorh1w :::... � ____ am a 11110..17(� \ I � 1, - 11 - r_ age ".. " I - I n�b% 1_1 1% � ------- , . , -11 I-,' - I O'�,- - w i -,p � � � 11 I- N 11h ."07"', - - , ,,, 1i N 1-11 �� , ,, 0 /7.--jV, - -- - I i , 110 -1 I \ I I -F&'W_,�_ -- �_ . , � � ! � _­` I � I JO� � I - ­ , � �, I I - ___� I - - .,I' - - I" , C______,__,11, 1, III- N / "" , � 7- - . � ,­ 1) - I � r - �,- -vg,i, -ih ro i t . ..... .." __,� - ) ­ , , � ­ ,,�, ��, � - - � � - .- "'.- -, , I --- - - _____ - __ I .. � 11 I � � _�� 0-01-1, -,,, 4�,v � � it � � ", - " I �_ , $ 1 corrolyw000 , 1-1 ---- -----' _,;�,# , % .. A, , I - - 1, ti) �kvm ,4y�EIW� ____ ------- _____ --- ------- I �, . � I " . "7-- 't � -� �� '.1 "L ­ - _11k " -- 0. I � �.,j I � 11 , , � '' . �� ��< ;4, x`_ - � k ir� - I ��< , A - _1_/ I �- �- �,, :9_�� ,-b !�, -, � 'A 1, 1_� - -r_ - I . I / .I/ . -, ,� I" 1 T'-F-vr T__ ) I 1 .1 _/_ \D c J��, Af,- . " 4-_ . 11 � I ) . 1-p? 1.1 I 'i I I . 11 *z - , ,­� �' - *1 t \ il , )_�, I I - ______1 Q� - N �T I I �' V� , 14,*�� I? �_ I I I � I , I . ,_1 I - cc , , , _7 - ,I2�N� 11"�_ _-Y___j : , , w- j-, 9� /( I _:,�V� �, - � , I . :.� , -ov � - , VVI , k ,+ , ,7i�� \ _', " m , f,4�, ,,,)i,, , � �_� - � , . , , 1, 1�1 #3 I., '�_, : . I * �� I k- s .. , , , ,� %� - � � ,�� , " ,��,\ I � i ;1, 1. 'I I I � I I I 4 , �', " , I � I . EEL I # �\ I - � \,�' � 1� - I I V I, f "I. "I I , "�� ) I � 6 1 ", .j, �, I - t / vi� ,, � " ,I'll", , -1,41 I - \ , - I - _� -1 't, , , 1, I , I " I �r , 14� �I I � ,119' 4, I , I i � i I I ,.,�,, �', � - '44, , . I - I . , - " :, I 4, ­� 1�\ ! I I � "I . , -11 I I �', 1 , - " I ,� �____ I * � , , it�, : , fl. 1) * SI I 1�_,N 11�_-' I I "M , I I __________� � . � ,,� " `I_ � , �_ IN 6 I?, ,� :�� -_ � . . ,%4 1 1 ,,,, , r � A I I,j �, � ) �'_ \ / 1::�� 1-4 - " � I. j ­Z�', 11 I '� '7`4,1 1 \JA N !! i � / - I " I,, "I4 _,�11_ -- - ,,,j "" - I , I] I I i s,4 "" . 41 I, I te� L -, S;" 1'1_"_ I( , //. I . I ,� ;z$1 I I` -, -, . 11 �, Q� I 1\ I 0,_',,, %, -_ t I : t " LA �4 ( " , \-�� Ii, 6:,� 1 1 11 I - "_� 711, , , _� 1-1 '. # , " I I r, � N "I � " � ) 7 I 't - N I 0 -MP 4 4 -of 1 � 1 '-><7-, � 1) %, I -L, 0 '' v . L, 0 \ I _Y Iq I' I 1 - " 1� vs- - � � - , � 1;1 1-1 k I �k , !, c' � , _w I., I - - I - , _S � i � I I. : ""' ow In . �j , ,,, ft, 1 A � " I __ ­ - __-11.____ - 11 � 11 ___,___ --,-,----- __ __ ____ - " _________, ------,---- - _____ umeme 4a�Inmeemom some= an" a m omli�omm a ::i r - � 1, / I I ,, - � , , N , r I �j ), \,V� ,,,_ 11, �', �, i `� " , � j (11 . - -11 _______­ -,/ � "' I K r,�­--__ " / - ,-�i -" ,/� I,, rl) , . � - / __� I , I �_ I / / ") � �; **�,��_____`, .1/ �11 ( / � 'I �, i>, " � I _____ __� / I 1_,�_ �m lz� 1%) N .,,/ _� " ,, � _F-\.�, �6 t" � . - I I, . _1 j ;� %\ ,% _A'10 ��-'� I 11�� ( �, ;� _l), " '� �__�, I ->,� \ I �, --,, _'�,_, _­I��61 _�__-, -_ � 1_,___�, � '�, , - - -__- )- 14 __1 _�_ N � W#j "-- I iL�_ ,� � ___ ----?- % - ) -� I� � '__�___ � " , - __ _\ --1 � ,- , -_ , �, mal � I 1� ) ii/Il �', - -111-1 � --------,--- ____ 7\ , \ 4::::, 2, k1i lg�c_ - �\ 11�c:,_\ 1;z;N 2k C> 13:4 \ Nl�,'��-,,-_-_�"'___,N ft4 < - , -� -, " \,:�s ," I"\- �1� , �'_, ,If� \\�, -1" --- - __ 1, - __" I I --- . MAN, ­ . - \ \ �1* I 1�js - � (­___ '__ ) .1 m ,, - - '� / j ,%.A "J, Q) \` ( � "I kjl (I , ­_ / 1\ I , / , I � C, , ,I) ( ______ 11 , ( ,., � / ( - I- C_ I � � � � - 1, � - .--------.-,--, - ( � � _f I , - , rl_�' I - ( � � �' I, If \1 (I 1- ') - I / I I I \ 11, I �1' I I' , , 0 ; I P 11 il, - 11 Itt" a ,� 1, � , ,I "L , . , LNM all N� "�\ X ,`�, KXj is)� 1% , I I I i 'I � - I �� ��, - - 1."� I \11 a5 , 1 �,, I f I N 7� 141, , I - N, ,��, f ,% � X-1 I 'I - I lz� 0.6; m %, m Q /` Ir 1% .", [ j It - � , 1� 0' \ - . t, , ) V-, \10 . �� ,., i �,t�l �: u ei .1 �,v � � k, , � " � 1, W 0 A \'� ) / �\, I 1 _1� � k 0�. Y� I \� " / - , 'i I? ., __ ;V, , I T , 4%4 (�_,,'\ I i �� \� ��,�� \7 , I , � I , l��, �1 , . , , � - aef v 0, i- j ��_ � � , I 1� - �1, - 11 -, aw J A I � �_ _`�_ _.��m - i_�_:`__-, , ', , , � I , _'11'' - , I ,� I I , I , '__1 _� ( 1)4 T I I� , / . . I ­ v - - - t-, �_ p 9 "'14W , I� v -, , -- , 1-ir 711­��.,. I , �14� dh � �/�. __ , - - . �, ,� - I, , -- - ,� I / A li .� k �,E� - , --- , - -,,', . �� I I - ( ----�, -� )�, , _�, - � , - � -_ I I ; � - �47'(111 ok, , -Im -- 0 1, . _j , - ____ � 1� "'I' -1 ,� - I - I. I I I I , �v I ­: " � -_ , I'l, �,N I �, � , -, % : i; � �4 � I P-, ,� �; I Ijk7 I I � - I 0, i � I I 11 I ��, s '��- " - k �, � - �, j_1D �__ -- -_ __� IN . I __1 _t,' , 0 � �,:,\ �_ ��2;�, , ", i: , tg, F, I 01 k , I �� , - - I - , 8 � . I I ham 41 1,` , ,��. I I �, �, I ­__-, I I t � _�, ( \ � , " W, ��, ,,, �N ,% - ,; 01i I \1 �\ 1'1�_ I I -1 - - kDo . , 1-1 f \V "A I 'i i" I � h , � - N . 1, ", (�___ - 5 vi � � , I V, . " -b I , I I I / , I I 1, ; i N M I I / , , _, �, I " / c I )�, i � ,"�qo : � � - , - � I ,,QQ , ;,", :'i:.',,�,,,,,,,"" ! I "'� 1�1, '�11, , ,, I � 11 . I I, V", "Ir 4 ( I N 1� ''. ( I I I - - I - _.) , , I , Q) -- t7 I %, . ;�,, I � 7 1 " I I "', W - I; , � w 4 "� � . ,ki , \ ic� 1� � \, I '� N** , � �, I - � ) 1�1 i I '. ,,, ,�� 7 � ", , - li 1� � I I Iq I I f -_ --- 11-1 , ­­ -''- ____ - ,\� (D -1 I �,� _i� I I ll� �* 7, ­_ . : I \ \\1 (I ,AJ 0 'i I �N - I il � . I 11 I , 1 141� � j I I I 1, �I I , 1, !i ! ; , u I " � � 1, �7, � 1, k - , - I . , I . I � I I �rl I i I � 11 I � '_ I - 11 \ N I I I I I I I I i , "I - ".. :.- ,��-i,_�- �, � , , 11 I I 1" , is\ J I � 14V 01 I ,� I I ( 11 i, I \� .L I Is .1 I\ 11 1� ", \ I - . I � - ( �4 , 4, , , (_ , � ," - it M \1.1 � I . i �,- . ( [ I fj c /� 11�, ; �,- �, 1'� ., I _� I ! , 1, t x 1� - )I ��_ . � ( �,, wh - , I ) I __F 11 III, 112, 1 1 1 1 ) I ) I , �, I I - 11h . I - -, , � - �,'� I I -, , I N . �Ili I I ! 11 '40 ,lik I � - I i 11 ']_,,�i,� i J� .1 _�� � j F, - , 1, . , I I .---".;, " ��, - l �� � I i�� � I � i . , , 'k I , I I ( �i fl � It �� , I � ')4 ) k � - I if'', , P" . 41, - I __ ",\ ,� - � � : I I - I Ili I I �!i - . I ,7 � � .",o, I �, ,A-' I C �1_ / / � \ )�, I ;,��: I I � � t 174 /-//- 45 6 RRY _:", -7 , i 11 W','il r /' ,:�, � - �, p I �\ I , �;� - - 'r - I - ,,-. -_ - �_ _: _0 ­�­= -77-- ___� IkI �. _1y 1_1 � I �) I, � . . . �, I ill - I ,on-" �� I - �, "', 1�\ - - I 11 , I _1 No a up a -11 I'- z , 1. - , I a i Ile- 17.-, � , _1� ?I . ft#j ) _',_-,-s,i_ -- - - -_ - - - - - -,- -,-;v. - - ., , -*- - : - __�: -_ -_ - , � - . - � I ..z , 1qy61vz1E . - _-, - I __ � . - � 1 71 �, , - ,I, N�, , ", ,!� --- � - �_ I I _� ,,�� r -I ., I . I . , !�, $ I,- - ? I , . I '. -� i � I \ ,� " I - �_ :IT--:- 1:7� ! f I . h . , t I I _� "' ( - i 11 , , � Ir 'I, I 0 , I � . " I 1, � � 1_k3 ,�,� , r': (. �, ,.- -1 �_ It '' I I, ( ,I I , I Q ! �* , ,�, ­ " ''i, " tt I I : �:l,!i � , , �, � -*" \,,� �, �, � ----,, � " ( , I � ", I I 1;, I I � : - I - lr� 0 ) _� , "I � I 1 I � Ci c � r 4 I " IV , ! I I I ,:�, , -�_ `,_ : , . 11 I I. -;Ii � I �, " ; i l I I -01 I - -_ � ; , . ---- - `,�� ""'-_ I \ ,,I , ,� � '' I \�,� -,..- , I I I I .q 44 1� I ,, . I � I I I I I , � , " I � � , R , i t , ? , I , �!' " , 1� It', ! � I 'i - r 0 , � 4, I I �,I �', - '_ . I I I , � � F ; � , _\1 �, r" - ,� ,� tic � , , �� � Z .t " I'' . : , " , - , I I I ,� .0 I I, � ) I I I Ii, .� I i �! i 161- , L_�', L_j I 11 ,;-kik, �,��- , r I �. " -,*, , ` � � ! . I I k t � " ,-1 I,'-" I q I " , I I � I t t I - � - , i __� � "I - I -_ - 21 "it,", I � I I- I � I �` - ': �, , 1, t , '\ � � � I � �\,. , &A4 �1, ,, , , I - '­ , , I I I '?, � "�, 11�1, . 1 "5 __�__ -- �� 11 �,11 I - I I : I." :x : 11� f j -,I , , t 'N 4 ­ : I _�__ I i�, �� I � , , q �', ! I � 1� , I �- - 11-1 , I , I I �11 :\ �� _L ,\��, 1, , - i �� `rl 1 1�3 - -C� . -, . � - N ` � I � �r ­ I \ _------ - - . _-1 Al _� d f �t` I I � I . � " . , ! ,,, - , , i � - i ! - %0) � ij., ; - 1-41 "o (GOA), `�., , - i�kx , ., 'IV . - __ - "S., s .� , , )", - , 1,� ;N m ,� , , ,% I 0 I -1 ____� �F7,42­"!Ejstv-�-, ��, �" _1 11 I - ' L. '� ) - 11 �� N, ,4 "I- I ?C- 7", Z_ I �_ _��_� I - \ --- - 1_11�­�_ I � "' ' �:­ ; 'm � - t --,o I ,j I _,k- - It, .1 _� ( I v -"' �­ , U� 11 / . , g� I � 7X 161, 1 � i�_ �r Y, W, I \NN � . R 0 -,-----,,--T--" r# - 't�v : 13' / I , Y- 't, ,,,�, . - 0 �`!,Y,'�,%* � - ___,____ -" /� , 1,� 1 .. . ! �, I � $ ,\ I . I I , , - _p I I 11 � L I ��, � � � f I' A�l im f , �, a � �- f �� I ;11 - ��`� ,-4, 1 �; I? � .9 45_9 . I � ! I I � , 4 �� - ;.' �_ , .", (�: , i , i4o, n -I , A-_ - f (-� a � , ` -, , - 4' �­ � Q )� ,,r* $Q _11, 11, � � " W� ", "i � ,_�� ;:�-" I . I . #-. *' ­, , I \ I -, - - .11 - - I 41 I 1, , � 1, 0 . \ � � I � Z-_'--�. - , , �1 M& �4 1 1, - I , - , 0 IM& I I , I - -J 11 , - IDI \ it , "I' - I - .1 I,&- t I X__ '.7"II /. . ��:_ , I " 'Ib, - - � I -A- : ; 01 . I , I , - I I , � 1 � , - I I " I , � j� -'-'-" I I " Iq NIQ0 I I I , ., I , "I � ,j), . k I I - I li� , low, ---:7 , ,7 � �, C'�M& r_ �, I . - `,r ,�� , 11 � , I -1 r -1, ,,� I;- 4�_ 4, I �.! ��_�"__,t-p I fl, _-A, ( I -4-4vl/ �', I, � . 7� r" I I '�i _� \ \ )�. p , i 5,9 .5 6 � �; i�'!� 4,',,� i , ) I -1,�, , I , , I ..'�� , \ . - " .� �, � \\, , �� � Iv 11 I . ', 7111 'I," "", �; i N r� , ��/ ,4 ,_ �', A ,l�., : � N \1�1' �, � ,_ � ',�. r:- - ,, ­ '� I I I " 1�7__ . 1p , - A " - � 1 2!__ . \ I , 71' - I I IS\ ! I., Z 11 �1�;�', lr, I ! , � � I I , I I _* " <'�"" " � - ' " I ) - �" t (1Y z"I!, 51_,� , N I I,',','�_ ,'�,f,' ,Il�__ , 1�1 41 , I I I I I _',, " I � I �k� j , t __ - - , � I , , , N_<��� I �� � - I " �. ., to, I 1�h 1$ 'J -N4: � M., " _'� ." ,,­ I "' I 11 11 I -11,11, - I I 11 __11 I'll I � ., -A ­�k�� 1, - ,,� _,- " 1!� 11 I ,-,- I -, -, - - !, I ­", ,� -_ W, .1 .h., , , I _� I 11 ,� � _,_�, , I - � " - L - I , ,� �1_ '_ , �/II 4 1� . I - _�!� � 6 -, I, " �!' - I 11 I, , - ;� � ) � � . - �,,--n- , ,\� I , , 1 113 " I , ­i� , ( - ,,#_ - � 1�1:,J_ I- I CD ,Ie, e� - I I) 1w 1 T I'll V", -t_ , ,�, -, - - \� � T-2- --,. I I - t __111� I , � r , �, , 1� i fS\ - -,% - I , � ,,,,�",�-�-:11 �j '�* I � - i � --,(� - �� ,,, - I 0 11 I I - I , ( A I 1�,Ij 4�x -f- *11 1, I ,�,�--, - I I I I . I , I, 11. " �, 1 "i I " , fk - , \,o --% � �, I I - - . I I T" I I - � I � : , I I �. , I . , , 1- I I 0) A—- ( I 1�1 � . -I - 1. 1. , . I )�s m � f IN .� v I i ,� �, t' , - 11'\, � ,tv, � I i I r`!, 0 1 - 1, t'M '� . , �� �,,, I I � ��_ 7 I ". - - , ) Ap �, R I it I I Z_ - I I, - i j _,_,__j�_ � - ,:, � V� 44 1 , 0 I., , I I .- - r/ \__­____�;�z ��, , !S " , I rr, _� " / , , I � * 1� , 1313 mv I I � �, 1� I , " F-41 f',� I 11�1, �� . �## 7 ! /il? �1' �17 ),� - I � ,� I . eg�_� �_­ - -4- �. -4. /, I .N 'Z� *4 " , , w 1, I - 44 , � I IpN I - I � I . ,.; stil t ,V,;k � III iv!i " I ,, / ) .119 � I :. - I � " L I 11, & :1 0i , 1� L - _A,11", I �, - ; " I- i � 11 � I ; tl� ) I f I � oll\ 0- .1) - I *�- I �, Xb "o , 12 11�__ , _�z I ,Ir - / '. I __ a& � -1 !F9 I-, � � . .� , ,,/� . � � � E" 11 .. It , _�.,-,V_1! � , k 44 `��I!s I I �, 11� I , , I. I I nol� , . _': --- - , '�� � 11 I �� � ; t � t !!t "ir" , � clqz 14 alq-51-1 -------- _____ __ - -,-- ,11z . � r�� kA I \ � k I w � , . I - , . "I I . 'A - '. I I- I �� � _14'_11L -- - ��4Q_ - �k_k!tl 1 J4 ), 4 "I " I _f , - I " , ; I 2E= , I � -1 I I I , ,� -1 - __� --- � " A V�EAla,C --- --- - - - -- :b - t - � - 1� , � , �, - � -_ � I I �,�, :n Xv I ­ , I I -PT " I 'i A � i t , , -1 ,t-- A. r I � 114 q-,11 11 , I, I'l -A '� I � � & I - I I � ,;�� ;�701� f I � I _,�T___ ! 1 I ( . 1 it , \ I `��L � , 11 / " I - I I � - f- tifit ,� I _II-_,' __ c $,�� � I - `�' I " . ,,, ")JI ��,__',� 1- -k, I I z " , I i � 'I, , 4v, �` " ... I F - I I I i � 1 , 11 , A%, \ \ �,-- , ;,"op., .Tr, , I, SN I Ii , - ; 11, -,� -,�,-- � �� I i I ( I � k , " I � � I ", C) , I 11 1 1 - I ,,, I I � �,;�-, , , , - � I I A � .� I 1� . ( t,' z - ft 1-0, � Jr � I � ,,V) , ( ! \ 1� I ft I , io. ,,a, 1 11 �, I 1--,_ I i I at l; __ - � '\ ! ! I / A \1 - ,,, '21N, , "' il-I 11-1 I 1 )40 2.11� -1 'f, 1! I " , " I , * � so I I I ! , 41, r��i I" �Ii � f ,�l � , ��4,'t , , &. & ,.q,C,fE3-, , I 'I, f ! . il � I :�. A " i-"�� I i ill I I I , ! i� � 11 I i i � I , 1, " 1, . � .,�,( -�--'- /� , 1, � . t I ,� I I 0 �.qi `6 v - 4 ; � I . � �, _ � I I -\ ��� , I, I I /� i ;<' " -'i 4 ,� I - I I ___1 I I I ! Sloot I ! ) L 1, .4 �,\W4 I -1 f� �!, � I I - I � I I" 11 . " [__�:� I , I- �� I., �,:.%, I - 1-1 I 11 � - 1'��, I I � � I , . kol " � I � � " C \ - , ) / , I I I i , 11 - I � I I � I I � � 1 07 "' I I � I � � . I .v I 'A ,e , ! in. I I - - I i �, , &r- L-) , V) , S � I : ! � (� � I � ___ �:� i I I I ') I I 11 I -, i� .- I ,:i��11� , ',- 1'1) 111l% � k ,4- ___,� , - . -, - I -_ k! , � . . I W ,X��_��Z__ �, N'W' I 1, I ,,;�P*Yi� A -kc -or -c - , �� ,_ I ( I I N , - . �, " r I I , ,i .� k I � I � to I i, I k'�, IV � I 1� � / isdAl - I . ____-�- -__ I , , - I 1 7- - - - - I,% ( I I I", k" 0 , ! " %11� 1. -,-,-- �f, ('j-'% , / \ '­ � I/ I � I ' , -, I I 1, I ", � � Im I � I '141"t", - . 11 I � -j � : I .. Q4 - I � 1'�_ I , I , , I I I 7 ! I I - , 1, �� ; � I 1� - I 1� __�, 7f 11, t ��,7, ( I \rs ( , - ____ I � , & -, Z� I 1, I � I � � . �i 0 ( � I i� i ,�_ I , � I � I / 1'.�� \ - , I� I � "­'� " . Ij I I ; f 1�_� -- -, I I I— - -1 ! _t� " , . .4. U)" -- - I I I )�, � I - I , \ ( e.ggg�", , 1- \' ­ ( � I -I.- 11 k , - . _ - "I I I I . �', , N, I .� ii `1 f I " , � 1.q,1,.-1.-1 � . ;', u I E tv !. , M`Ip-� -"-.I -)ZN411 �,A, % ! it I ! � I � " 144p, mp --Z�_�_­�-_- -- !%�-� " ,./I \� _ -% ) , e i , _4;� - 1, �� � � . / 1 11�_4 F'A/7A­!I-';�.`,-�( , �� __ - - (_ I '� � , __�L J�_N a= a om a . mmummilemeenommvam , , - � .1 I . � , . . !?ta " I I 'I'i "I � " I �kl " -- ,:I iw �..l;. I .' m I I , :! )�, 11 7 , � --�- -\ t , , , I � . I I If , , I 0 - ) I - -".,. I , I i ­ r�, I \ , "', ,I, I 1, 3� I #r_ % �� �, , ", " -- , ., . I I i I I '. , , . ___11 _� � � t1r, , ___1 � I (13 M" " j �,�_�'Ii, , , , 't, � ,� 1--... I � . 1��­ , ., ­� 11 I � " �& I �, N __111�`�; \ -7 , C 11 �� - " I I 11z , -1 r'N m ( , i _-�. __ 11 W�L � \ ( I t , . � - . " li v \I. I I I I _1 . =6 f � I \, C, c I � ! I : 11 I I �:; ! ,,, , "i, I . �1� 11 'I 1j i I 11 I I I I I V I � ,� , --- , I * � " ,�� I I ,�, f ! i I � ��P­t� � * \13 144 _j��I/`Z --- � . � i 1 4 I i � ; I t � -��� , , � 4 ,-, 0'% i I I / -'o am& - - � i 11�1 1� I ,;,I , - ',A',, � I , ; I , � �_ I 1____F i ;"J�l I 'It) .�w q1, I III-' I I V ) I I !! 11 - \_ , - ( I " 11 4 �41 ii, I I I A .".1 I I � IA:��u I ; j --4� 0 'I \M JM4 t, � Ie � 1, ""'o - P, " p III ( ,,� �,o, 1:.� � tw- ; (.k�, a 1��e 1, � I, - � , !� �,Ull , I , -� , � 4 - - -11 v I � > � �- "I I � . � � - I , i ( I ,,, !, I �;.4�4 , , 0 1 4 I ( " r�� -6 �, , 1 /I "'' / X, it �6k: / ; - - s.� I - :� %% /I 11-1 v I ` - _)� , ,�- , I ' `�l - � of-- I �� '] - - I � ,�P, , 0 - 1� I I -� I -LOT I 6 V 11 � I I I (k MA I " '! � �� ,� , � , I - - - a � 91 - It .,k a - � - � , /) , , i I .-. i- I I 'I) , - W-' I I— I - �0 , M, I I - � I . 11, . _ � !.) M �, I M�op f -11 I I_ - - ti� I ", � "/. , " , _41 , 0 � I : / i If' �', � - - -U, �_ / %­ /­ ,/ , I I I 1� )40 , L:� , ',� --- �� 4 1 �� ..- �11 -1 1� )�\ ;, I "I i� �� I �� I _,,, "' I I t1) " -1- 1 19�\ . I I - �, I , I w -, , ,; � I I 7, _��__,_" 6 ) �� I , -11. "I . I ,1 17 � I " I , __ � � /�,_ ! , � -1- - _,�i I " ", , � 18 , ; � - ( I . � 7� -p 01�1\ � . , m , 1, I , �. -I- .4 ,� ': kt _t� � C I I .1 I 11 � " __�__W� q�`I, I - 1. I "" "' I I a __�. � ---- -, � � 1) 11_1111�, � i K :�A f;z �L -��­ �_,� -, , � 1-� U, I - \XV - , " , 7, ": � �, >jt� I- , . � , � : I V, ___�, i 6 , - - i .� 'It " I . I I - t� '41 - '___; " 1( t � / \�,�, - L � I , - - ,,, I ) ", i I i - " .'', 1qw 1, fo ;I, I __ TA 1 Ir - � ) i , , , � 14w l , 'I , 1. . I " 1 0- -1, 1 56 4 ? � , , \ Io� 11�`, - , .11 . 4, ; 1 5 , - I 1-1 kA . ) r4 /0 � I . I ( " S ", , - i " � � , I - I I� t I 0 V-:4 ' _� 6-, I C-411 1 ,� �� I 11 � � r_ I,- V ii`� �_Ilir " . - , , , I - , --- -� : 1, I 4 la V -1v � -,-, I -1- 1��) I ,_ ,�'4, " I , 1, - I ­ , , I , � 'i _� \ I I - I- - - ) 11 � I I III -1 - "�� 'l I � � �15r� - , Il- "I _� __ I VIS11\ , �1, �W �L 21- 1 - i ­­ .,1 10 I � .­­�j A -, ,� *4 �� I: _,_� v - _:), - , ,-- ,­ , 'izN I '� _�7. � i ­<_ I 1', I I I I - � �, - v �" -_� I Ask I 11- 0 %�_J� .'i , I f 6 , - - i'J1____.j ) -,' a ,� \ , ;J, ,- . � 11 i i � " , I 11 fl_­,_� � .�, 11 \,_ - " 1, I - �\ 'I,- \ I " Al, �/ -, " " 11 � - I I I i I& '-"'i oy , ! I � t\ 1� �� -1 � N, I I Y,,,j;�! ,,�,%*", I ""_ ,_ I I ,� I � 604 1 '' _,, I— , ;�l IP _111:Z� � � I . � ", � . � � 1 4 � " i� , , "I � , - �i ,�� � - , ' 0 �; . _," - � \ I / ". _JW C,7, 1 i� � � � I - �( . _7�� 11 Q 1��- I , , 1� � - to ; - , I I i I / i � I , I I " � I 4 I 4A ,: �o , I - , \ f 1,)� MAO �� � / - �, , I I � _71-11 - , I ! , I � . , \ � I -� � �, , te - ­_ 5 ��, � Io__ I / I I i , - � � , ! I , I - 11 .,07 1 _� I I I � .Z� I T )��A� \ - � � , -7� " ; � - " ,9,:,�� � 'g�, , , - � I � i - I �., -- 11 , I � 11 �__ _�",! W me" ­�IA l 4 " . ,��,­\, I ". I , I I I - _J� , :g. "' I \ /," \ I " I I I ;;K�-- I I �', � "s 11�4',­�� �4� , I "' " __v , ­ �,4 11 I I - Q_ . I . � \ , " I t I ­16�__ TV -,,ol I 1% I � I - � , \,� e_- I ", 1, , 1 �,I"4 L 1A, I- 11 " I '_1 I I ­ I 4 o", , , I�r I " 11, - KV . I , ___� I - I � I I �_-�� �- 1� �� , " -- A -, -.:--- - - ��_&"IqMl_ , 71, I ( I ! a%, I - , /,� I I -1 0111 - � - -, \, rl)rj I . -71V, `,­_ I I ( I I � I I \ kA ­­ - , I , 431,qAI,4AIA -------- ______ -_ -_ 11 - VC , - 1, I , , � ­ - I 1� v 71, ,4 q/ `Y_ , , I " 11 I � 1?k_'%�t_�""" � T*- ��..�;', � - " - I!, - � - , �, � )1� We I EA11-AE ________________ -,.,-- -, ` �F V Ng- Ift A,X�- - ", � ,1: ,Iiq V � ��,i":'_,_� --1 !,.�i , �7 �,� � -L -�,,, S-� -s I - � N, 41.!1 � I -f - I I r- _ 7,;0 1, V- `-� , _�, t %(, - .- � �,��,:, ­;, � _1� - ,I - , I'- I , � f 11 I'll 11 � I : I A , . ,; I I- - I I � " , / � - " , , 11- , , - I . I .- Cr� F I I -- � I ?, 144 , -�, �, V,4 � - I , , � f !" , , I j 1� � I - J_> , � __ - - � t � , - 1 __ � , �t_ 71i - �, "Wil j, .f, , ,ZV. .� I , I 4\ , " . I'-. � � L ,-,-�, U. 11 �, � I , , " : 'J, ? , ,�` 0 -,- 9 0 , , I", ';, I \ , �,,, It � I t,- 4,!, ktl(�, 1'� ,�., I - � - �o I - , I I I . ,� N lw� I 11 " -_:� ,,� ,�,. , ,�, _311 , 1�1 " y � � ,,_1 , , _ - 1 �"-7-�_- e -, - - -­77�: - , - 1 .4, - � . 7 � " � � , 0 ` � � I , , , NINI --,, t , (�k � ,604w3( I, !":,� I - "I _& '. 5� *_,� �'r 11 -k�.. �I,<,,,- , � I ��. ------ ,,,, , ­ - t, I , 1 6 ,_ - _ 14 - -1 I I --- I , i 7� T " � � �� g; - ,�,,' s - - - / �� " e � : � - - --- , � "" \`,,�` i i, I , t it, �4 'zo -, '� - w ­ q�-_,!>`.-P , � t - - I � ; � I 11 !�' � r �', I V 0 7, ("'/, 1 1 � i , , " /� -, 1-11 __N --w: -- \t - I - .1 � I I - L� " I I , � � 0 - I -_ , t-, .� ­ . i . � I� I I ( I I , t � t . I I � � I 11 � ", I '. I ,0-' � " '11�I 41 , � A r� , I /I I I I I I I 11 ,4 ___%, I `)l I , � � , , , / I I 01, - , ,�, - � � � - -, I� -­ � - I � , I � I 1� , f �, I I T : , �, - , . I . � \ I , - 4 1 V, " � i>1 �1 , , I , , 4� 7t, , 0 - , , I L7' I .�?, ,v � " �� it >,4 w I � - y I -1 - I I t, I f , I � � � � I � " -A!. / T �) ,�� r, N 0 1 _, 'r _ _ _ � , I ; I I ' / , � t � . - \ 1, I I 11 ,_ D :e -, . -7 31/ ", J� ,,�'�� -I / � �! s 1 ", I 1 1\4 , I I / � Z�' - - �' _ I , I I I I [ , , , �, -1 , , I �� 'o , � 11�11 11 I - � " .� � . I l - I 10 / v, - I 11 . , A : � 1, - I - I t�, , p 11 / 4L 'i -I -1 ­ - ( ! � " .. I * ,-- , :-" I I I I � - I �_ 11 ------_ 14 'i ki \\V ILI 0 �;11 . ", � ; I I I , , , t'. , " k?. � ". ( I I �A_� & I , ML __ r\ _ ,�, .1 ,/ I I �, Ij L ' ') , - � I - 40 011 tp I " I- 0 ` �-N All _/ I , , ,,, "I" %?.. . 110 � ""I" , i I i I It it I tj , , --- � , I � 1:, I � 1, _­�-__ 101, I � ��F, , "I " - 9 11 /� I I lf� j k . . 1, /I./ 71� " �ri I. I , I I : I . , � �1, - ''I , - 11 . I � , � i I � I � M, � I ': 1 4' " , � , � I la.� . " - �-_ � , /.k , I � , ,� " . I I I � I "', I,� � 'N" /".p 1, ,1�'l ��, 1- , , � �i it", � I I '10 11 f , I - __� , - \ " )" N , �( . I , I /lif 1; �I , , I - � YI/I vk z"', - 14"'m 't 1�____:� - / � � qo ", " 11: , , � - .1 " q, - I � � N 11 I _� 5 ---I- ----- R I I 111I � 1, ­� '71 1 � I - I "I " I N<' \ . . I I I I ", I I I � ,_ Wo ,� � !!dI, I - , I I I "", , /, I ., '_� Y -;,,,,* ;�! i � I , ,,�,)' " I I I ,� , , I 11 I I � I , , l _4 " 11 4 IV, � � I , I � � � th, 40 � I i ,'' 4 1 ; 0 4 , , ; /V` I � , � . I '11� , , I i 41� I 0 . �, ,,�, 11 MW Y�li I -, R-7 -1 1, � ; 1, 11 Iq , 11 I I , . � . m z li� 11 i ot �� , - - 1 14! t , t A - - ." . _%, , J "� I I � I � � I ,i I, I - :%- ,:7v I ,Ip,, I - " , , , . I t-) ( ; , v - __ V j I I I 11 � I i , I I I I � . I ; I �w __,�, - , � � I )�, W ( ,-, 'L 1111001I - \S, -- tf', / "", ,�� Z9 � J,f I __ � � �', , - I 0 ( I - 'jg�, `1, ,I , � 'I, I ("g, Iyn�- � - 2�F m I ; I - I I I I t I I / 1 100 0� )AA I " ��, b " I I - 11% 1_1�1 11 � IIi I � I'll, I � I _f - � ,� � i 11 (*I� I I - 1 _2�11. IV I i, I., I . � - �, . I I \� 0V / - 11�7�11!/, I I ­_ _T� \ )I, M - i gel to a ", \ � 10 , , 4� 1 Z � , jr-,I . � � , - � " ­� ) , \", , , I '' I 0 1 ` lqor% � -T-71- L-1, 1. , I , -1 �m ( , 11 , rll� 11R! - I rx � V,,,u� "" 1 4, � . ,Lt7 I N' � �v 0 1 Y7 �1' i I t � I �,�_� I 00 , 1, I 11 F, -r� I 1. ­ - I .i � � ko \,I, - -M�m agge \ . I , � - I W_ N ,,,, 1 C7 �,�, � .,�\17 1 I 1 �54 (p I - I I -_ - 11 I �, , � a �_ - 4� ".. -"-,3w - ), �v ,qy -1 I- '. A � . � - I ) I � I � u '. � 11 I � � I I 4zN - ". ,I, 4 I . _. I ", - A I '11 I _� : . $ - 4.1%� j" I . , 4 , " /r - I o,:� /I "I _14 I b, 11 I I f '.. "A I j k 1 /7 ). 11 AII ',,o � � (� i I I 1� I I k W-� T�1, , ,'.-- 7, -ji - . � ; \,-.' �4/ � I �! t I -Q ?� I � v , - �', x - , A /10 ip i I V I ,� � I I Fh I i : "� i :-,_'�Z-_-�_ , jA 't k,%, - �,_ __ �' -4-4 1 �rl . I � I � \11 .__ - � t ­.�, 1_?�V . 17 I_ ( � - , 1 ", , I 1B I I k -l" ,� " � -� -,- ,� M, I "b ,� ­­ 1. � I T- Ar- - , I . 1! /) I ITi , 11 � I -1 �N I jo! � " I- , ­� ", I *�\ � 11 _` ) f offj , , �� , %N I -_ '�_ I, � - I � , 11 � � I I I � � 7 1 1 !1 __ - - 14 f , q�, N � _jr 'O _,.��11 ) I 1, 1 4 1 ,� � .� 0 1 - 11 It � - I - I " - 1- 4 , , 1� 4 T !` v 1, 0 - E I N " I L "If -A 1� 11<1' W, � ',,g-�- , I 1.1 J." I ....... P, , , ­�___� I'll) I I �,_ , ow on, \\,, II," I I . 10. !!I, - 11 110 - �_` 1, - " � _Iii,I ,_" 9 � 1� - 0 .� W17 I rq I � - 1141-MOIVO ---t- - Muou - I i I , ,;f , I � I _____ , 'r i � \�, , - - __ .1 I, r.- - :,_ v " a , , ,'a,, 1�11r_wll - - / 1, �,_' "I I'" i. - -) I I �: ____:�___ -------- ­­­_ - I - -1 __1 . -J� - , - - � `�, ,,�, , ( -- ' 119V,!� /W/16 , � .- `�, -,, t I - / , Z i ) a 1 4 '-I- *��i I . , , -I . II a, �i A - 11: �, to ,\A . f f12.4 li ,�� � 1 � �17 ,� > 1� -� ) - �' ," lo".- . ., I ,� I - �,­ -­.- I -_ i -_ , . , , I _� 1) T , �,\ , ` ­`��71_4 � I 1) I - J " q I - I .r) I , X\,\ ,-r I � I JFV . I-. it ! -�, - ,t , � " .,\ -, �', �� I ,� . 1. t .1 � , t, � , N I , . ,t\ if � ,I 'Z�47'��' . � l -14o �ij I I I 1�j , " � I t, " z - I � � I I,-, __ A � I ;�� I �­ 9, � fk _�_ I , - ar, - � A, N t � I I � -_� - !!Iil�,_ I - � - - I" -1-1 15 - �� , I ' 47 - I -1 I'M 4 1 - I I __ --- � - I m � I �, , 410 ­ t "I � � %N� � I -1-Jil, % -4 .- %l , -,- 111� � " Aj �, 1 ,P�_ . I - , -- . n 1)11 �I __ --' - It I �11 -, It , , � � , � j I I >� � � � � � .� 1 `g I-,',- -� I If " � I � --- - (Z7 ,, % t, , I , I I I I % I, 40 J�' -1 " iN, - � j � ") � � � z � - I - .., ,_, 0 j,o:_-- --- - , wL I ­ � X 11 t � 1 %3 1 .- '11� , - � ;� , 01 \ ­,""', - 74 - -. - -_ '. � I . --I 1, I� I I 0 _V - : I ,,,,, �� � 7- __ , I ­� � - , 1!��_ ,_� I tx---' 6*N, "r, � I O', ,ox '11, ) M / 11, . 1c / / I ( � / i I I � -I � L_, Z, - � , I � I -_ - _V� ,� I , - I - . I . . __ I' , i I �11 ,� t _,� - � j I r,,,, � A ­­ ,I-- o � I t , , I'., ,) , I - " if I 1�j (), I � - I -t- 1!4'/ - ___ I , fo& ,,, 0 4 9) 1 1 � C, I - il,111�4 , " , " It, I I � l� ; , - 11 I 1�1 I. .1 , I I 11 11 � .. i I I LIF 1. � ( � - 77!7� � �. 1,1 �,,--;� t '� I � I 1111� X �, �,' �,� - 914 t 1-1-116!4i6l 71< � i I ; __ , s � I" I_ ­ "I ", LLL � �; 'l , __- � � , � ir : 011 \ . 1`1 I I 7� lx� -go ,� it I 44 I 11 Ill* 1\ :� -i li�il , I i I 1_� I I . - . � '�._ IW_ . � - ­�, , - I - - I - lj� 1= I N I I 11 - �ti,, , ­ "', , U _A� � f __� 011, � .. " � pl ,,4 1 1 .69 J �� I , �) I N, _ � �� ;�_- , . - 11 * - 11I I, , I I , " pq -,- � �" �!17�,o � I 1� ', � I ,�-- 1. I - , " IA4 ( I / I . ­­-, � . " i -4, 4� -� � " _ ,\ 'o �� ,,-,� . " �, T 0. __ - - , 1� , , 11i i� I �v -11, IW T. 000 * I ", -,, " � ,_ *1 - I ; � , - . I I I �__ I I 1�1, '? 4F . 'ir . I I I I '%, # �,,` - If;- 11"o- _A�. I I � 1..4___ - I I ---- -_ ' � I & _ , I I ! `-) ?b 1 40 � t�l . " � I "I , .. \ " �- ", �__ -1i �, I �- 0�� r � , , - " �, , v ,t�,;,, - 11 I I �_ . � I � - _3 ___� - I 11 " , 76 1� I � (( _____ - I --- / v I �­ I I __45r li� � _19 i g4 i''T � �' i - �' " f I I r- . 11, i I ,� . -----I - , �t�#, p ___1"mA_aG;9� , .,4,,�:V, I III) I � I I i I I - I � -ft" I 4 - - 1�, \ � � I i I M' I . __ I ,we No a m a vm" new a *WIN-vft I age, � 1 I , V � - I , " ,�, I i vig. �� ( ri" __7 V4 , I � I . � :�, IS .10101 "�_ "I . , , 7 t, . � , ,�� "4 ,W"/. ,� / I t 11,1 � 1�� � :c �) M41 i i � Z / . I 11 11�, (ea'""ago.. 11' `� ",\I_,._,_ I ,� 1, � r� I ­� I I I � ..-I- t _ I 1 � I i I I . 11_� I 11 -# �1� �4---�-� - _//'-, -15- ': F.t,,I/_,* � pp *073 , 411a :, if : 'W'� I , I � I , - � I 11 Ij I 1 _1�6 W . . 44� - �� _�� - #j i o" ,� " �4 %J � ; , , , I ! 10. 7 � 11 � I I , , � 9 1 - � I i . I I T\ � 1, a &ft 1, 114" � � � � -4 m rn CP I ( I a I � �, - > n:rO 1, .. I I ***A ) ; n > m I= i l � " ,- I I I � - % I - � � ril -A m moc I t , I I, �� 0 1 L - I 11 I',\- n i i . - eMW# 1 , W'- 1 ­71"w"Mrs" ______ t X - -;u rn > . I � I ; K .-,. an b so a "', I / , I f') t\ I \ .. - \ I, � I no --- 4 -,,o Z -4 :c I 1 N' 0 0 1 . ') q �' 11 I � M z _< - rrl 00 � i I 91 ,_ "')i � I \ I 11 �, . I � m > - m _4 ''I I , p I I I I , . -, MM � I I , ri r- zD :r --A Z 7­ __­-_� I I I !, , I I I I�N r- -4 m O m - `_� � -_ r* IN I _< - � ! I � , i . I , �� I rt% mw%%qqqjj . I - % , _t`lt , I I � f L_11\ th -,m N IR - , I L i.4 I -, so I wo 4 also 0 1 :r 0 I I I � 11 __Z1 N/ I - I N whi :z, " Z � i I I 1h �L 0 f\ A ) - �� , 114 - - : I -A , � ) 04 I ,\, 41, 414, , c I 11 ,'IF % 1! I r1h I� , " z i I I rl- \Q 1 .(,40 , ,\,,, I I � )� r� va aq 11) -n Ln -i f - I �04 1 1 e I - - r) 0 m m m x I 1;132 08 () 4�1 ?� M& .�o )�. 0 � , I " ma j F W T. --- Z_"�_ J:��c 'ca' ,, r) 0 N � As& i w I I I/ - , i :z I �, 04 j ------ ,��_-I. ,AC \ , k I' �o 11) -b I i " I I ' 15' . AWRL - , N # i I �� '�, 0 17 ' ,2 'A 11 w � 0 � , <� 0 AML � I " I - I )�, /7- � IF M - __4 I k� .;Z�, I I I 1�) I I �N 1 __4 :� 0 70 7: 1 1 1 1 k ) � ' , , I �z \A I , I 1� "D , 70 m m z > I 1 14 N - > rn f -n O �� � - - U1 -4 - -n , # '-) � - L_ __ _F�' __ ____ � . I "'N L '� - lurl� 1. - , " 1�1 ) 11 I N 70 r-� 0 1 � V, rz) I I - I � " 14'N t , I : I _kA - ­ k 44 " , " *4 I I / .. ') 0 N .Z , - � � :0 11� � D C N N 0 - I-, ,Z,>, - -1 I-) - - I 11 - , % � " 2 k --,, I 1, !, -, " _N N . I � -- _,2,� 7 1 � N ve � Q v � - - - I / 4 i , ,,, Z - n -n . - __ - � I- t , � wr z > -1 - - ... __ ,�� - 1.11-1 __ __ ---.-,-- __ - - - -r- I - I— " " I I - --= - -- I I 1 � I 1. & I I I ;;!��, ___ - - -1 -71 - "I -_ - _� . - 'i f I � �\-,-, � --L , __L� 't I I !,§ I 11 -Vi , � 1 7 � - �1�1 I -1 ­ 11111� 1 .4 1 , 'I " - �, I i 5 �F__ ; -1 e(. , ;44�� - \s - I . MAN 11 --i - ­+­(" - I � _�� - -- _V)R - 1��, M L/I z , I, I I - --(-- - -5,y -1 " , - - , I I �, I - - - I - - � J, 1i I ]5ko -, I I � y , A ' z I ; . m I --- � -,--------- - ----,.,-- - , I I c /_711c R R >11' I ­ I ..... !!! ... ;in - I I I ­ I ­ --- I � ­ - _ - : ;t,_-.-, _�,_ -11. /- 4­;�ry - _� _�_� - __ __ - - - ­.- 7 - L -,__ - ­ � - - , --I-- - - - -.1 I- I ,- 0 � t,4 -n r- 0 � , ) , !:4_2 - - - - - _� 40 - - -1 "I __ � - __/ / t I- \�:� � 11- /. -Y �4clq,�e-5 � I low,mm",arm"t . .46 age, !!m! v!110 a t7- goak�a�iniiaill m a ion a moul I amm'slow 5 m ; m a 4ONW"v I � 1� _33;;zk*1 - ­ ' � . ­ ­ - - --- I— - - -------- il �� L on _41!M1 lt!_",!m2_*1't_m_w_! 011! - � L� _T! -mviewmagme I A deal 2 41011 a mm�x pan it ::,M\v - 7-90 w I - - __ age mv;;.� . - l�li cl-16-RR)l 3c --I I Admobb. __ . � , - _ _ __ 1. - , - - _� 1__-­-�­Iq __W �_�_ - I i, . ­ ­ ___­ ­__ ­�-- ­ --------- -7-7- ,,, > i I w 7-# - ___ - 4 0 RM, �Ic co (11 m - - -- --- 11 rl_ I ale, --- �; �_ ��, - .- 0 ell " 6-4 -_ m A ve� /V/ -/E- I 7 1 , , � Ailuii6";iQ - - _��!! _Wi_m� I - I � , � - -:I- ,4 -7 -- - -1 --- - ?1M 1Qkb1:_______ -1 � T1, 1 �.,�nl,6wo�6- � 1 � � , I I -_ I - - - I I - I I -�'. I � - � - - , , I Q- I I f I I I - _ I >Mj:_> m 00% I j , I tt�l - � I t I � - / / / `1� "I % I = .. I � � � I 1 'o 4 -_�,, \ I _­ _ - ­ 1- 1 -----4= �, . - r. Aft I i I - 1'7,� -4 - ­ . __ __­� � 411� W___ , , - - ____ 1 4 = 10 rr- - I I - -- I : - -_ I )i 35-' ,� ,3? 2, , , . - I - --- - 7N - I—- - _ -_ - -I - I I I ! - ; I I I ,z, -nO5 1p I -n - 7, )�p I , - � I ! ; i� I � I - - - - --- _ - - - _____ - - - -, ____ - I - - -to-j. - _2"�_, ____ -_ I 1 ,;W/ , � I - �0_ I I " � 9 � ; i � I I I ­ I -A � - ____ - ­ -- r-- - - - -1 - , �_7! �__, --A -02- ,- _­ -_ 2,Y5 AdOML I� I 'Il I I . v %, I I N � %J 0 1� "I f . I 't tzI I "" - W _ __j `11 w 1i L_ � , ,. o m -n m > -o �Irmqhl 1 4 1 1%�- I", % . - � I'll, -) t' VA t� - , - � I I j )_ I I I ��, , , - I - *-i� 1-4 -'t -k (D � - It, . Ill I 6 > Im > �' ') C 1� . 11 I - rT1 . - I � -0 c,, � , � = - 11 M n CT I k 1� , I t - i I ') I a Z m � �:� , ,f, _N \ �rl �� - 4 , I - if, l M n n Z I< -4 sm if I 1,� " I , I t It** It )S. Cc � ; I to t\ tN N 1%* a .4 > � i � I � , � 4`114, 4%#**,�m -I)- a I i I j ,__�, --a n - -< I '! ; I , % W . � � , m I 'A ( N (A A) VD, __4 , I I I , v I � I I % � ft,,J �, I t �h I I .V cc "N t) T , 0 rn �! i i I at* a I � . � I I c N ,41 , I - 't' co I 1 1 m m Im M __ __ I " �� I I . ) I a- * I � ! 1 4 , , *1 1, - - � I , , _< --I > > �m > . 1� I I ! � I I '... I � 1% rr I I I, N .-11(0 , , , " "I r,A �; , � (Cc - I '1%1&� � (� �A ,= IN k, �, 6) k 11 11 . _ikl r . I �� �� I I'' 11 I "I ,1 � . M, 4 1 � �, I �_111 Mm,Lnm;o. -A . , I - - - __ - I-- - - - ;5 1 . , , ff/7� (41) 1_� > > m x CD �i, I � � , ') , I (A � , E3,/1 � - C'� , _< I I - . - I 1�1 Z_ 11, - � " z - --I I � I - if , L, > m Lei m _< z . I - �% � ;. I 11 ; � � . I, ;;_ 1) '� � 4 -4 n (:7 �� _V - _____ � , -- I - � , -1 I I . '�­---- -).,, -- _ % >� -I 1- I � � � & � � I I . I W< � , - I 1. r 1 . . �, 0, , .11 - lS� Qo I I , "I 11 N I G/B' 'Z��, I )" CO I k ftj i ��_7__m�_. ' ! , I I I - (� �, w ; � , I - -;ill I 1� , �- 7. F`l 4 " � V) l I I iII) ft4 � I m I , , , I i *=<:� L). - - , � - I -1. 114) .: 912, z : ,' r , _15,��, 11 I I r\j I I � W "�, ! 1! I I , I [' 6' -00' � �4 , : _�.. 1w , - I I � , I - I i, `,�" I w � :(,617-1 1 , \,�o 40 . 10-' __�\ I - i � d � 1 3 1 , I 1,rci 18 I , - N - . - 10 2: -n -n Z ,.. " I ; tt N . '1.: aq �)" (A V ') 1, I I I It, 4 1�__ / N (A CO , i ,�C �� rn r- -n --i I - 1- � � . � 'zzll IT, - : I, I I , "I ,3 /10 = > 0 rn ;, '1�_ - __ - __ - 13 . I �j . I � I � I " ,� (� I , , 1 400" 1 1 N � (I � N MOMS It imorivim - - - - I I 43 " I I I n ul - X U1 ,�di,') __4 r - I - � # -Z7�?' m l- -4 M:z �,, 11 1j\ I � w -1 � -� 0) )4 J I I I 1�1 9 I I I I "' " � A M �� 61, IJ o ! ts, / ., I (DO , I , � 1 1 " r, �', . 1� ' 'o � 0 I " N j (f) I � I q\ -1 I x -< x U, Z > I -.1 I ' 4 ' _�� I I � I 11 `% * - I I �() & � ,I 1 4. . mmnr- . r- - 40 1 *4 I ji = 'n M>Mr- I I // I I ,� rh if 11 , I � - I I 1, 'i I LL A M�z' %.. L� ! I I 1 %44 k, _;�. = r- __� r_ I : ) - �� 7 . , I- � I 1 '114�� � A . I 0 r- a) m �i 1.0 i I ". � I I J? - W �, 'A 'A), ,t>t�,�" : , w -If� ,.at, . ):0 . , - m - �! 4 1 1 115,11 1 *4 C� A . I 1. i IC rn < J, � I I %) �b fa I 'Ii. ;�( rs 1, : I I I I* X) \ -, I I � . , �, t �4 m � �, cc 16 ! � : I � : 'I, V� I ", i, 11 N Al I Lj) . � � I- I 0) I I . I "I ( � )46) F, I I - / : I �\, 4F ; I z \h - , - I 1�1 11 I 'Z�Nll I � / w I * / _'4 (*� t cn I I . � I I , . I � . _'11 �/ , > I I; i - m 17� I 'I- . N 11 I 0 I ,,, � 1 �, , - I � &) ,� -1 'I 41-.0 I 11 � co , co 41 i I kAl � I � � I � , �11 co 1, ' �, 40 , �,'' , I N 1� � � I I I I '10 ­­_ \. IM 11-1 0111 - , �, , I . I�j � N " I ,;�\ I 1�0 , � I I -r\- (M I � 7 1 >1) MAN W ­� e 1_11�` t :-1: 104 1 N � Co � 0 ;­ I zw I �, , i,* -I--- I 0) / , , I �, 11\ J# 1, \14 �jj . )t� � 'z,, �_ 6) ,� :. (�� I , . , - - , \-h �- C) I i [1� -im (, - I � . � N I QI � ) A- I I r� I �\, - - . I ­,, I , � 11 v I a f / I 1�� Il (1� I , : )Q! . ! " I - ''S �� 'i (A J', co �) m � 4�\, .- I )� k1l)) , . � t � I , � _x 0 : 14 . , I I >1 a , ! I 1 1_____4I I co I,- , I I �, 40 i ) I I 11, " I , - \N- \\11 ! = ii)) � I I 11 I ,,, I � . I I o I , I - - A52�E, I& 1. �1 I 11 I ) I __ �, i _,� W4 1 1 --- -, I " � ( ima " 'N .-AD )�, 5 3 . � T� Or I r111 , - 14 % . � 11 I I I `�11_ I - I �'ki I � I � I ! I 1, , 1) � I I . I � I I " . I I , r-, � 1-1, to I . I I L" ,� , t'n OWN I I I I I I I i I I . 2 ! 11 N (a r� � \Jh Q 1-% I 1� ! I 1, I %N I i 11 I I ri I = j�j I r I . I v : I I 'I � I � � � I I � � 1� I I , I � I I I I � t%j )� %j ,>,, I . I (A C�l I > I I I 11 I I i�� A I I �tl I I . 1 1%4 A co ,Z, N I _0 I I , , , - 11� � , , 1�, � I I � 11111� - I I I � , I I I - ,:�� _N : . � I I ,� �) * ,�) 0 1 1 ,;�, -11 I r`l,�, -b. I �, W rl�� 1, � I , i � ! , i 11 N . , I - I I I I , , - I � rN . � I I ;� "I 114 , i I I I �o !,� , , - � A� N � MAN I I � Ilti I � : I � , I . I r) CA I - a 0 -1 41 � � f -\ ;�l �� , , I N, I " I -I, ­ ! I l:�: ! 974 , '�',, , -:Zz.,\ I I I- i \%4 ,, ,�- w I I � , 11 'N : �11 I M �__ 1, i I � I 1� I � _� -5 � ,,�_ 11 �,,�\, '1� -1 � "I I I r I& ?o I I I � 0 . 1; 0. 7 _,?C��6 � , � I I I I I kA I I I -1 � I I , I I � I .14, - Q 0 �� � �� 11 �u iY 0 , . 11 I ­ - , . . - D IV46 - -r - 1�1 ` 5Ir--1---­__ - i � I I I z - � �/ � I I ... I - - �_ � -1 - - <1 1.t� - - c --- . -qD - P&.0 -,O- 0 Q 0 . - � C>0_0_<��',�, C;� - - __ 4 ", :v n 1 , - 10 � � I I - . , 11 6 /?,C/,?Woo.o , " � I as - . I . .1 I ­ I - r _��� )_ -_ �1 � - kA --- __­____ - i 0 C) r - A am a Real a town I am ___ ��,,�­__ _� I -_ -,-= I , m � '/\/�/E7 - - - � , 1� . _� ­ � IV- ,`�� -Nf - - � __-1oL_____ 1, '1:E:.1 - I __­ - -_ W_ :_ - - I � : , V4E - - I---- - - - ""Il 1p - - ?I .1 � _?�� _,�, 11 � I - m ,4 � 11 .- - - - L;;;Q G= �:�� � i , -_ -1 - = r- w r-. �­ z .�r I , 37--1 ?5�?o' . am 0 11 I 7 ,, � "I � I - . I - - -1), Woo 4 A /� � V& Ll_�' I I i - I I RD � d : , ',if�lrs'' : VA Z� m I ! I I ______1 .-I$ I � la I I ', - jj = D�� N QD , I U4 Cal 1, ) I Z ID/ - " I ­ � = I . A 1 .. I r',�, ­K�l E: �wi; - � � - - It, A; i \, i (� 1) I 11, � , , _-------7- 1 1 = z IN "a N ra I I � I N ` :� 1�) � f t , i �� 0 U) i a , 11 , ��4 7- !_ 4 p , Cal I I %jo % ; C) C" N 4 1 -,' 6!-- - 4-10, � I a I 'm A ��i ,t4 I I 0 1 1 ) � I . cc): j ;o fj ,%. ,�, I I . . :�$ 1 1 i , ; :)� 40 1 4 1 . � I I ; I rI\ W �t C) I . N 1 . ('� 8 :)o 0 � 4 � - I I 1 - . " U .% I I - �� I 0 1 qN I AOF I 1 � g 1� z �� d I � -- - - I - - 4� __ N - --- 0 1 40 . I 11 Q � - _� f A I I - W& F -V I ! I i - - - - . - f I I �4 a t a I /� � , , 4 1 - I � t"', , � ! I b, m > t) a I I N %I, I , �_ N � ` \ a A I I 1�, 1 1 , --q (j) IM f ,tf Wh a . ("I (" I - - (3 1 �4 0, I lb I 11 1�1 i 3% I . .- -_ _ - I I � I L -� I \A Qrj z 1 114 <1 I � I I IN ,q CO \-� CO I w --I __� �1 �\ &) 0 11 . �,, ob � 1� � /' � - I % 0) % I I � I i i < 1), I ;1� I 4 i - � Co , � f ,� 0 ,I (D �_ , )s . I I )AR) )� & VI) , I 11 In t I )�, ! ri I I 0 - 11 N e 1) I 1 -14 m )4 co �)o � a I " � (')@ '? I ' . 0 i, � 16 � I () I I I I , I k16 " - I )� . I I >1) ) I .' I I - , ! ;�, , *# 1 4 ( a, , "I )� I . N is / , C) I/ r, . C'� W , � I � I I I . . N, i I A, � . k ,,A f 0 " I I � 0`14 1 1 1 k ob -:5711 I I I . N� . I I 1 'I I 19 I I I 1 k I I ! I N 1�1 I I i IN, � I " , , L V) � I 9 , , � iz�11\ I I - if a � � . 'I I � �, 9 1\ I , � I ft � I �) : f - I � 4 � - ,: , I) N a � ; I , !'� ", � I � '��, � � I � � ; �,. M -) , I Ij) % � I ! , I � � m z 0 % I , It\ I I I I I 4 0 . j - . � NIJ) , - 1, , I \-)Q I I I r) C" rz� I . . � ( - 'I,*- I ,r,,4R,41_ ,- j : . / N I I � I , :. 1�� NaII ; I I 42o' � I I I t I � I IF r, � - - .. � IS luo.� lz�� . I � I 11 I � - I I ,,� ­ - - �_ -- - - I - - - I or -S, i r". . � . I I , :0 "Ill 0 / - , !1 11 a" I am a mo a am a I � I - , I - - - 11 - - / W I I �_,J 7_,Ie, �, _____1c___ - m .57e9' a if ) , A 1�, _-�g= - -_ I . , - I Y,/ LI 0 1 5 /I"'-,---- , ? __ , 7 � I I I . - I .­ - I - -0 .,Lo 0 � �11 I I f 7 V ll� I I , RIR _5-1-(_11e ];;s dy I I -11 � � . I - i w 114, I I . I I I \ -, I - . I I I C_ m V", ) � I. N I " I � , . , 9,150, r %A) ?� -,,o I o�l "o, 0 V 1� N . , QD ttI I 'J"I � N t-, 7,- �� 11 I � ,It V 510' 1 N I I X 11 � .- 9\ 0 � I I I � 'A �m f . I I fa - i� -4 \% `-A 11� I I I I i I I z C: �', , N I -�, - q\ ; I I �, i " I all I I N AMAK ) \%�, I i � z ts, to I i � � N (�� f i� I I I I � N � , rn I 't , i � :9 , (1) a 1\ � I :t, .& - - , fIIIII - #9 ;a� co � ! f I �1 ) 1 114 I I I :1� i �4 % \ - IN � � I I I , I 11 I I . . :9 . 1 \4 la ("m I 1%. to �11 I ( I I . r� � co b ii,- I I . 11 AIML � I "I I 11 I % CD -_ �t co I I , in (1) (A __ I ,�, co . 0 1 . ­.- I I () li� . � C"� 0 - , , � I )� I , 't �,, -1 ! � � I � � I , , N QD � � 1426 ; , � )�, fol It' "I I � � �q i . 'U . ,A' , () W -13 . I (-,, $0 t � � I I N �, ,ph N Ah CO , NN �, �" I M �,_� I I N fa : I � t I `�) )4 ' , .1� - I � i I - , - N m 1, >� C" 1� I � w4 ) , 1 I . \ �4 I CO !7) (/� � (-� W4 I� � o I � 0 < �, � . I ! "I , I �� ! . , : 'I , I �\ . f� �\ 1 '4� //1" � , 10 , . , Il �� , , � (4 � \, I .�) 40 14 I . I N ,�, I f I I k.,. 4 � I I W I f I � 1 \J4 r� a& � - � , � N � fl) I z I � -- - .. -_ - - . - I I I , f 1. i "r A � � I i r I I z 0 1 , N (� � ;1j 5 QD I V) . " W % %'\ NN � � , .SS IN -.11 "Z�l I � ". �4 to - - ---I �klm I , I �A I �A co i I r� - - - 1, I 1 4 0 k� QD twl N i rt'l ma , I I *1 11 I 1Ak 1: , I a I In � K I ,i I, � ,I I kA , � ML tkA , 1 -440 lel I I . I . I I i I � I � I �� ma � � I , ; f . A 0 ,� � I � X � !�01 !�1301 1 "I'�,"3" -_ �p -5,-;, I I I .. ;3 �>� .1 1 270, . ... . ....... -_ )� M :� Y I Ill" 11 I I I I - ,,N- rtll � I i I - rx, CO I 1 470 �., I I I . I—— -- I � -1 "I I - � - - I 'I ,I,,_ - , , - --- I L I VE olq"�' C�m - N -, I I i -_ I iA r4 1 1 1 � - � -_ ­ f IT ,� J, I - =mm a wa a I= a am 6 / tl._� 04K I i _'... r - 0 114 __ I AAM t -%_ - - ��� - - - IrN­ I --- I . - I I . - � I = W4116� _­ - - - - - _____________,_. I I -_ _ =___ - - - ------- � - I � 14 VSA/ 61E . M% - v\j , 57'e�:,, _k � I , I � I 1 7 "I - i � � - - - ­ -_ lqvl�5 I ,�, CID I I w , �! ";o, , , � z I M 1I___/ 01101m, ) = . I i 4w \�, 0. er � - / OA,k' toolow 14ve5wz1zC_7 i - _f 11 � � i I (IN , p r /. .;�, "Jr. I � a tog I go I = ,l '' � I � go I - I I ... N I MAN J lj� - soot - ID I >1 �, (D I I - # - ,"_ AII -60 1 N 1 a No a mMIS a 0001 5 0100 I 1�1 am 444 '62, m I � 0 1101 I 9 I I a sums=4 =I 0 ! I ('� a � � - peps MAL I = f ( I I I � � - - - - 0 E I ?" rv, -._- - I . m I . / V__ N "I I ? � , 3 ,�! , �. 1 , I I I - r 8 % � I 'Z�l . m % FIR m � I � . N � .% 1qw_ \ % . = I 2 M "I- I � = 5 a 1�; A . % CD 14 �) Q kj� co i x IN \4 40 ,� e 11 ? 114 , / CMD ... �, - __�,_ i "I - 44 � co 1,13 . =1 A �, �z � l '1�1 I IS �j r) - I �, I - -_ _-A co -1 ) I ,_ 11111 - / * �� - E m __� I � il .4� 10 - I I � * __-, __ ____�_ i 1Z � '\CD �, 40 I � 2 � ___ )4 - �, (o i \ � A& � � N r) I - r) 0 z (") I _g F I " . F) m44 = a qn //1_, I 1� I Amb, I . Cso �, Co j = � 11, I 1� 2� I Q, )� . . I fl� wo i l I �, to D) . � - - - / �� ___�_ I (� 0) �b = I r1l i . -111 " -, , I �� a I � �; C) w , ) a -,, cl) = ; � N I— - - kA " cc ;� ,qco tNA 2 � 11 I -_ N ! i , � % I I / 1`9 " -Co. ! _ � �, - � a � w 11� lk� ! 1 - >� \ = I c i N \ f� w I N '11� 11 I ­ . z r,--"4 ,q I , ... PIZ = � ; N N i-� a& 1�\ 10111 amomomamomomomo - -,,, 5��, '�111 � ovo -4 `t� �4 r---[, -_ , � m �� Co 0 I R N (o I as - - 1 7�1 ,:�, , N��j - - kja k kAj = I �, -0 ! N - _� z . � 11 N -;� = I I -- , i - 0. �- w ! _�� R, ,� v I , , I I �% \A .1 \:� 1�__ \ I I i 1-5 ?r I - I I -_ __1 `­.�� ­ - C', 4 �, i,------- " - ,� e� : ---- ­� . I I � - _F ''I I - ­ 11 I I :-1111 ­ -1 I - I I 11 I . � I (IN 0 �,l I , %N-\ i I \� )�s to) i M � � � J_,___. � -- ,__ ::1 \,-�i .Aj . . ,,, I ''I I I ''A � -­ "I I I "I 11 - 1-- 1-�� - - � - ­-, = \ I �� - �_____4 O_ " 11 - I - -1 I I - I ­­­", T "' " ,-,- -­----:�l O = � I I -1 I I I -11 -1- 11-1 I I ­ I I I �4 I I - _­ -_ � -_ ____ I' , I 1) . -t 8 i � 1 -7 '1� _____ / = I ;1 I , - -b ; - 1, a -4 9 /"--4, i - . I ! \4 %Q I ­\ / I = a - : i 0110 I I I I j -Z \ . I I )� I ; �41 �04, I i � � -,I- ____ I = I a, T %, - i I (1) SN I \t I - - = I I r to � -,, 1\4 \ . IM ,Ngwmommgmw 4 - I 1 1�$ )� I ol -0 1 4--i __ ____ _____ = I -1 11, j 1� -_ I . < 7 tl I l I N I �, "I I -200' = ir� ')) re -, 11 I __ ! � � zi N '4� 1 1 , 1 � 't � \zI (D , `II4 1 -, 13"Ito ) � � " I . . t . I \� _ =1 I � I I ��) , _� I I ,J) I i I �_ t", � rl� \� 9 A i , I 1-b _" --- .. __N_ N .,-- , , `_1 I I �, " It6 � I . �J`I , to ), `11h j co N \b Co �) - - N �-4 tA, --.-- = -1, I \�t `9 1 I 1% fa I I I% I )�, - I � � *11 \�h i= , �) '\ !� ; m ,�, � 1 , ob?z I :�, Mki � - I------- ___ _:.� �� I - 4 `�, --- -- ----- = �� � �6 i I : , -Z ,,a � I It __ - I----- = '� r) , 10 I 1, ,,-_t� CO i I i� r� &) ft n\ � )4 %J -co- N, o U � I >� P4 I � N� - -�, i - )4 - �,I, � > a i � - - >� m I i � 'It m \%� r) = ('� n) > .1 i : I I I N ->, A %, qww - ­ - . ­ ­ _-V -_ - . m I ) � � I - - m ___; m N% I lc� '� - 4 wt I ___j -_ ---. _< _< � �v I ! -� W4 1 1 . lf� N �,�4 :�, QD I 11 __ . - � AA& = 1\ -� ", ,,-\ U) i ____ = -,, T� ") > -1 [� - I I _1 I 'Z� 40 . I � i -"I- � � ell 11 �", . > 40 I it ,---. ____ - I -_ �A 1 Me 0 � I . I I N - s - �� . - �_ = 'a '10 I I 11 I ­_ - ... -- �;� f� :�, -0 T i i :� I& 0 t, 1,, I = I 0 1:�, 1 1 1 , , I I z 1_� 6 --- 7t�wl =1 m � r� `iI I - U - -f- -- r� � ) m lomem L 14, 0 1 � I - - �Z� - 0 0 1 N � : � � i �4 1-1 \A- - �m , ,� C� < < I I - �0, i I "I = I : r" " , 8- . i t -N � "' / � >�m I 1:� I . t" )4 =1 >� m - ,� I \l,, i 1 N I 'k \N- � O L M - __ -- I /. 2 /Iqd-. 42. 1_� I it 33" 35? � �" - __ - __ t - _ - I __ - \N- j I 11VIE /_ - ,"�, IV V E( �, � r) HEIVL06< 099 - A . o0z ,!� I'L - - - -, 1-1 -_ i - -_ I----/- , -1 - r\ 11q V16,1VIME - - I ,� amorrmary I an I En v wo m I'mom I game a mo a no a Eff 2 ON" oury am ff am a Immw one am I . Lo- - - I � __ .- /�swlx,, �\ r') t�) - � ".ftft.�: - ;� - ___ _ I I I i I I -, ___,___ IV11 I , . r __I�_d_ 0-00" 1101_11_5121"� 10111 -4ggg44MM-4$-Mgg 0411 IF aft M eft & I -L= 1 O_ --f-4;_ �; ___�l ;Z_ ____ _. __ � - - - �� - - � __ - - __ ___ __ - - - - __ __ � - - - - __ ___ ___ - __� - ___ - _-A = 17;ld-4. 1� - - - _/ /_ . ­ 10 - .. % # , - - --- - -_ --- ­­ __ -11 -_ I -,- E ,,- \ � �, I " I / I - - - - - I N __ 11 __ )4 �, CO ! % # -- _`,,, = I % I b. - _���� ���� � I i� " M 1p z "" = -- I N (7) , (o r� . � � 1� I a � - I N \z �h " 1� ,A) ,-� # E I N rs \J% QYI 0! I )� >) % I., . 1`1 = , ,� � 14, I 1:�j 0 '_4 1-1 N %I ! �, . - # =1 -�, ki r� 1. i S]4r, 7:�N \_" , I \ - I IN 1�, 0 - N i,� kA 0 ! + / I .\� 1� �\rj i = ! k� ) � %o 1*1 1(j) .\b iL_LJ I - .,\ I �, - . --I--' le I - I = r) � N I 0 I I-11 .% I \lh co I 1. I % CO ,�) co =1 `� �\ I � I H I . . ( J, / - - _,� I QO N, I ___ �, 40 1, (D � =1 � IN k,4 . W#i I - �� r'), r) I , _� . �4 -_ . i / ! =1 ') Ill)� Co Q� I r) 0) I - W ft / -, I It ob >1) I = � . � ,�, 0 �_u I � (D = I ) -� - N t , I r� 0401 11� - . � , )� 4\ tNA � = , . -11, -,t � -,-, - r� = I 1�� I k -, (D Ila ah 0 ! \) "I -_ ! E i N,.Z I r� . N ") I - -, . i I ,::�, =1 \�� I U� % kjo I I I I . I 0) kA 0 . w il I I I �N I % k-� = I I- __ Itualmosevassomm-wommommoRm" ,.It\ =I I . �?` .41 1 ____ - I � _ 1 k - i 0 1 t/ Iff - � I M m I I . ri - - - 6 ; . � 0 - t - .- - - I a � �, to 1 I V, �m r- t, "I f� \.4 I,$-. ]�_ N � I - m I mml I-, I I '. % - 40 \,* 1. LA � 11%. .� � __%*$L� I I - ;� - 4 1 1 1 1 m N *4 % tA %wq r j "It __A I �! � � I I _1�r 1� - 't I _--r-----,, 1�0 � = I .1. 1- ­ I ,�Co I 'e , . . 't', N % ., -4 ri,I % M N I = k� 'zi I �1\ (D = I 0 �__ 7 ...... amomoo=gs=o�flm4 ,'i it 11) ,-1 I :� wj 01 � co A = I m S I 'y = > n) U) 11 '� �, - I I �� (9) " 0 � = I , �N \.� (D I ku tk� 144'' r'l r. �, �E k, (D �, 1"I 0 i = I � � (" � I )� : = I �_ I I I r, +, ,- -, 1� - - I i = z ,\ N N N ", �_, I ", ,, � , ". I i = , �,>` ,:::� = I (A co N ,\) '� ;� )� N 40 �% :4 D) i::�\ " I � "I _< �z It, I N '(D r1`1 - 11", ! I . I I - �A ---, ") to \ � ,\ 1 114 1 - ,:zz�, , I k-ki �h = I 1:�) I Z I co � N �4 _t4 �� I = � 1 n Q%j N � \It:� T� 'Ib ! = I I I I - 1 ,-,4 ,-, %I:_ I = I m , � , I I m I I - I () L-4 � I ­ __ - - - __ __ __ - __ - - - __ __ ._ - �� : , j,", x I \N_ , ," " ,,,,, 4 I 1w --- --- - - - - __ - - - -JL- �w - - " ", i ', - - I I � = 'I,_ -, - -_ - - ;r 43EE c 14 1 � ­�, " t I _V_ � I I - 1__,6_C1_1 Q\ N I I I __/ _________, -,--- - _____,___._______,_,__ ___ - ­ 1:��;_-, ," - 45 I- - - ri __­ _____ ___ - _____ - ___ - - --------- I - - - - __ - - - ____ - - --------- - __ - __ - __ -1 ____ , am-------------------- 1�0 - - ''I 0 ,411�5AIZAE RM111111111111111110111111111, ammunwommomme� Nome Mae, I am to= a mmomimsome mm name MI.-mm.-.4� am Risen a woodnammewo soma� game gone wommommossran 170 OMBORMDMMO�g�B�m�B�EMMI� age! � __�-`,t,�:'-'_ , E�vmmw - - - - - - - ,q V�EAILA!5 , , - , � ­ 11 I - ----- ges a- _,�aagg -_ __ _ _ - - - - _ - - , __k� , I I P�� � ", - "I �­ , I - ; I A I , ;Q r-----------,---- ' -''- __ __ _7�1g­ __ -1 � "I - -­ 11 ---I- ___ __ __ __ - -) r--------, I __ - _-__11 I �� �s , ,---- ---) r - - - - - - - - -- ­ - ­ - -- -- - ,­ ----- ----- ) =-r- -- ----- , ,�: ,-, - I "" - q __ _ - - __:_ ,, " "\ r - - - - - I ____ I _,� �' m I ) � g � _< I I i I , I I ­_ :1 � 1� Ice,/-/ 1-7ve-1VI-le 1 , A �'­ , 11 _11tr -111-1 I �- I '__�&e -11 I ,- I I "I � "I - - "I, I = I � - ', , , I I = I I I 1'� 1, 1, I , , _5710RIV PR,41N _5_YSACA�l If 11 1, I I I "I �, � I =1 , . . - a 0 "I, � , � r5el- /Va r.__ J) "', � 11 11 I , I . \4 "�,� I , fl- � I � I = . � , I I � I = I I I , � ,:s = I I `�\ � r, 1, I ."� 11 = I �*� �,, r') I I I ;, 1, L`l, = I 0 1�3 4 )�,,',,,o -'J� A �Q N �, Nr 11 � I , I . lr.� �, N " I V11", = N1:1w - � � , a = I ,-I- -11 - r11 = . -..�I,,, _ 1�ii - m � 1, , I &�, 1� CIN I 1: `),;:� t� K .1S I I -1 , I I , �_ � - I - I - = N 11�1 � = I 11 (:� - , � "I' -� ,;�, -1) , 11, - I -, -t. � I N \ " ,�) R _� , I'-_ Ec �­�11 � 4�� �, � N - '� , , I I >� ( . N , ,�j N !�j , 1 1, ,, 'I _i) � I ­, . r%s 1�1 I I, I � N ,� I I I,- ,�, � 11 , I . ", k ) - � � `6 , ��,,,, I � . - . ', 1z, ��­ , ,,,,,r,,, I :_ m ." 1�s I -�',:',','' ' �, 1) �, "t -, At) q) --,� N IR 61 - ,", _ I , , �:t'l \ k N r� )� t,, ,, ,� �_, 11 I I r I 1-11, r"i ) ,;� % " .. r, - '' I _ � rm 3: � .�,� () � % , I C��:�� I , , \,I ,_��j % " % � �,, �,,, , , rh 1�) 111'i� , I -\ N )� )� _� , ,,, * - , . -) % I I I I j N N ---I ,� r, ­'�:�, �', '111,", - 1, � _,� 1: k )� (� � k, ,,t� . )4 1;� \rj -,� % � I vl 11 , � a p -, 1�, x I - � '_Yl, L.) 1� 1�'V­" . )4 )� i��, iz� , , N �o 1, � _� r�) N N � ) -,� � c') >0 � : so I ) _11 _�"'_:" . *b "I "i �, I r_ , - . , , " , __', ��, I C6 -1 � _k - % k (j � : *"-III I (,) toN � � � 1� � - - �, "; " 11 rh ,� 1�s N )� - , , 11� I I � , �, ", _1-11, , " � 11, ,,,, 1 16 )� ,fi , � 1111'1�'�, ��, �11,;, � � ".; - 1, ') 14� N I ""_�r % _� �� '*1 111) � " �­ , k� X '� zt �', � .,-) . _`�, m . � Qi � � )� �,%`_�! M -4 �, - �� � �,-\ r� I , ­," I r � I % I I 11 1�� � � )6 �'. � I c Mq 1�) N I - )_ '.) N (,� X a lrlvi �i , 0 a m �, , � N 11:�, . t. r� >� >� N :­,-iN,�,' - G) ­� rl� ,� �-,� � � r� � IQ )�, � �\ I ,", I # I )� AK_ ""_"_, - -1 N "r � ,� ,:,,,,!tl,,,�, >tj �, ') k - , �, -_ :c 'R m r� .'h .� *.. k I : ��,i:,,' ',l"�i� m I N , . I �,�' I x %% , I i, -,,"r,,_ I � I I I , , I % b *11_. `�� I - � r� o S, �j >� N , I -;� � �b � )� I A;t,,,'�� , I "I'll N 11 ", " '. , ) � qa_�,, �1.11 � 09 .b - k )� - z I I'll I M4 � tio `Q',- � N. IN I I r � "I I ­ - � 3� - r I ?", ;�' ,b N 3t _"i \ t","'!, - I CP rm r,� (� " % Cj t� � - '7, - � �: % 11_1�,/ I '' I , K, ,,, 0 1. ­ I ��-� I r I 1� , , , 11 11 1- I I *_ "; \ I 1111 N I _1% I :9 �10 ('N C) 1�1 >� f� . >0 _­,"', 1� t� �,\ % 1�' � qj �', % I I 11,11, . � �, I , '�', I I x N . tb � ';,�` 'N r) r� lr� 'A . , 1�,�:: � � " ,�,,� 1�1 , _:�;� " I - Cil ..... . ",� . ` - , I , , z rlq� \e _�' A S� ': x , \ , -) `-� '' , "If'' 0 11 ,,,, 4:­ � kA �, rN '1�j >� - � I , i7f`�, � � -11, t_,,�" 11 � I , `� S� N I I ", ',t i", - " , � I r �- ,�, -� r � -1 � \, % N �) 1--, , - - � , I ,,- , 11 ,,, % � -71 ­ \ r� z )� "I", , � 11z hi 1% � �� -1 .11 1� 1�� I K (b \ .`6 � t� I I �1_ I'll � "I '� a -) � ('�, 3� ;� , � ) N 11�) , I 1 *4 )� ,",, i I , � � >6 t� "', , " �,," _ k. -, \ , � " b r,I, � �', .��, N -, � N �6 . % r), ",, ,, I , I � �'­ "r I ,_ N X � - � 11 9) �__11 , , � � "" , (� I I � � ,--i "._',,,�'­ N N I I I �� , I , I ' I ': I ,�­ I *lr\ kN11 >t lf%'�,`,,� I I I � � � C� N) �, _k -, � I , 'i r � E14 tA X �61 I t-,) % ,:"� ,�, �r "'W-1; " I ��i, i:, 11 " \ I , I 1�j � _ �r I't, - U,t�,�s N 1 C.. X 1, N7, �, , ,, " � I . 11 11 �, % "I 1, I , I- 1 '14 1-tl � I , I, ,,, "r, , " � � k.) , "" � = K N �j � , , �', , " ", ' ", ' ' 11 "I , � "" f", ' I � I _ , ", ", '' I - ''", - N , - , I " t , 1� " I = �Nl � -, �, I �) �. )�, k 1-.4% "", ", - I I , >p - " - 'r � " r , I "", , -, I . , ��, ,� , "" , � � k r" k ,-, I_ :� ) � - " , :� r� � ,p N � , ­- " !S, )� � % - � - "I - � I I , ,", . � ___"' I - .... .... �, � , ''�, __ <� ", " , , __ I N tA N N)�, " , ".-, " I cn C= N , � ,,�� I , I", -) ,_,,,� I, _� . %', 0 .mm7z :t I _�, -, .k z� 1'�7"',­,_1"t _r , /,� I- ''"" , ''I m 1, !�:', \ � 'A , r . I , �,:� N % 1,� ,,, __4 �`i`- i�ii I . > L I -, I . I - -11, �1� � klil N ,I t -s ', �� N'tiN '� _:J: `�"' tl,ii, � � " . , � �E ms I I _`.�, I , I 1 ""I"', "I'll, , I � � ' r I ;I "" ", I itI " �, ,_ , - 1, , I 'N N '� N - , 1, . 5E I I - I I � ��'�� k (� 1 , I ", ", � ': ", �, - I I � 0 _� '' I 11 . I , , ,� I I , I � - -� I � N \ I 1,; �, , " I I I "I , , I � � - I , , , -, _,,_ I Q ''I I 11 1� ��, � ,��'� I I . , "n 21 1 ) �. �� , " "", I I " , , , , � ,I,rll - .� I , i, /",- I I I , � I I , - I _ _ ,� I � I � - 11" _,__ 11 I :�, � I � � ,� � 0 ''I I i__ _�,_ , " 11 , , - . , , ��, _-, i I � , I - , _ � ", 1, _��, ,� "I : I q I 1, __ , ,""', 't - ,,, , � , - , I I , I -11 1 1 " �:i­t� , , ", � ,:,, �_ - , , -, -, � � - I I , , . �� , I � , :,�', I/ __1�1� -1- ... � '___ ____ - - ,I- - '77 "", "'�:, " `�, "i" " " " t, , i ''. 1 '':!�,,�,,,,�,/�,,:)"--"5-"�,- , " ", I " I I " - , "k, I'v " �, n 1�1, "I'll, I , , ­�,",�,­ '­ I I :_ , - �, I �� " ", , ,� I I&, , , I I : I � - _,, ,::" " � ,:, �'' I � " I I ' . � 'I', . __ �, I I, , I "I r' I 11 1,� 1�r ­� � �, / f I I I " � r 11 'I, � -1: , � 11 I , I I � I :�: � , � w I 3`)�` I � I I I 1, r , '_�:­ ", I � I I I I 1: � 1, �, -1 I � I - -1 ''I I I I I ____ - - . I- � r ".. WA � - a . 41 - f _ 4 — MMLA a,r�w�ow+uxvff cr�sr�c