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HomeMy WebLinkAboutCT 76-15; PALISADES POINT UNIT 1; HYDRAULIC CALCULATION; 1981-09-11·. ",!fI-iI-!.~~-""'---~ l ,. ~ I { [ , 1"--- ~~ t=s:=u::=v:N:=ORs:=DE:=LL:=CIV:=IL :=ENG:=INE:=~R~:=CIA:=TLE:=A:D:=' P~=~~N:=·ER:=S ~ SEWAGe FUJV.J CAt.Cc.(iA1{ON S 17801 CARTWRIGHT ROAD IRVINE, CA. 92714 lIND MAIN L INE ~/2 ING SUITE A 714-966-1100 PAGE I OF 3 CARLSBAD' TRACT 76 It DATA RE51DENTIJrL .s ITE . ./t AVERAGE WMESilc DrM,4NO~ 247 GA!LUNIT/ DAY PEAK FLOW= 2.5 (C4Iv£)>t ::. 2.41 )(/0 tftoo/(J./IIT ~PER CIT'( OF-CARLS8AD DEPr. OF p().BLICWO~KS I (1160: I. -547 CFS II. FLOW QUANTITIES GIl-EASE S~fS-H~ET 3 FOR /fRfA Ll)CATIONS) AREA I.: (b2 UN ITS) (~,47)( IrJ.t(/I160/UN rr) ( (,547 (FS/ytl.60) '= 0./)237 CPS (/NE) QPEA\C::-(O,D237,CI=5)l2,5) = ().D5Q2 cf5 AREAl!: 02?LANrTS)(2.47X/(J1 /160/UNIT)(I.547 CFS/NGD) =f).{)fB5 (r5(}c1/~ ()~~k:: (().04B5)() .. 5)::: 1),12./~ ct=s IlL SewFR LINE S/Z/N.G FOR UN 'FORI'1 FLOW IN AN oPEN CJIANI\IEL .. / G/= f 01 ~S'Y.?-(-kble 7-/4) K/N6'S ~AND{iJ(.(!I<) tu}/fRE: d= PIPE Dll1NETfR If{ Fl:ET ri:: J11ANNIN6S RlU€>H.~ (OFFF/c/ENr ' ~~ ~J..f)p~ (JF PIPE K L CONSTANT i='ROM l' ABLE. SOLVING rOR K' ;We GeT,' k~ t)Qd-~s-~ •• J:==========I 5~WAG£' fLOW CII~c5 .J]t, SEWER LINE 5IZING. (a>NTlNUEO) !lREAl: ~:. 6).b~7ff 1'l :.~,tJI3 CS -::0.063 6l~O.C5ql CFS FROMTABLt7-/4 k'~ ,0077:5 ) ~= ,OC1" /('=.txA. IJ = IJ.f.R7 ' I I'l/V'l 7 j) J 0 /' ) Cl . ., 1<:::' tf.lV"IO I (J:::' I " . D= ~.~1 d. =p 0= O.{)b5 .:: o,le ,t. DEPTH /SW£LL. BEL-OW ch . AREA It: cl ~ (). 66·, Fi 11 "!:: {).()(3 S =:().IO&3 Q-;'O·I.2.(~(FS /~ DEPT# IS 0[< I , ,. > ~ , -~ -~ k(~ ~,pr;{o.{2(3)('667) c!J.IOB3) . k' ~ (),O(41 PAGE 2- OF 3 '. I ·1 I " ,'- CARLSBAQ TRACT 7(;-15 SEWER SYSTEhf ~ \ 127 VNIIS • AREA II' lJ'aep t§ $-0./4- LATEST REV. DATe : If-It, -81 SHEET ., ()F 3 ~ '} VAN DELL AND ASSOCIATES, INC. CMl ENQlNEERS . 'i