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CT 76-15; PALISADES POINT UNIT 1; HYDRAULIC CALCULATION; 1981-09-25
~~J:===VA=N==DE=LL=.=A=ND==AS=S=OC=IA=T=.ES='=I=NC='==~ CIVIL ENGINEERS SURVEYORS LAND PLANNERS 17801 CARTWRIGHT ROAD IRVINE, CA. 92714 SUITE A 714·966-1100 . -;R. 1{ -/5 . . !lW?/}tliIC ~. ULCVL-/!r/C7N5 PACE OF I STATION L Q SLOPE INV. d 'Ii.S. SECTION A. V V 2 6v2 E.G.L. Sf AVER. h f MINOR E.G.L. c::::d n ELEV. ELEV. 2g 2g Sf LOSSES ~. I ILf?8,bO . I ffo II Jt.f4 11tf,zo. ~4~ 110.68 l.'1b 2.U; -If!,Z'f; ,0429 . 1'5"3,22. en-en < 1.2,fJ :z.t..P c:;;: c: » eo,a:i d2I2 .//~ /,oi " 1/ ,(}5ZO /,04 -;;2 ~ Z ~.J-.1g.&O /4(P,B& 141.?1 1.'?8 .&/;1 14,21 r-152.1-4 ,06 . 1/?'2,V/->~ 0 1/ If /,40 :xl i}J 0 '20.00 1/ lo11/ 1010/ ~ m 2+58,&0 II#' i)&, ,99 1145.:"?5 /1 /.24 Vt3,41 7,2-9 r-/'5tJ,M /6tJ/b4 ~ r= /I I 2.0. Or; . II 1/ ,l}f I~ ,Of!;?'? /'1/ -:!i n» /14 /47.la II , ;41 I I?l 2-1-5B.to 1142,Z4 ./,/7 119,'57 5:95 r-/49,/3 :xl sZ o ""0 10.0') II ! 1/ If I" ,0989 3.9~ -~ m Irt;0.(£) 131, &,0 '19{) /3&.'.5lJ II /,10 ZlJ.13 6.&/6 145: ;g 14;;/g .Z» II I -./C?6/ E?cn 169.1.2: /1 I' .1/B9 ' //00 ~/57 -~cn /f38~f6 ~I /q{) ,b1 '&1 1.?/,51 If /,(}k ·~/4~ 1, )S" I'--/$@,(:;9 JI'+~. W$$' J38.~/ ~ ~,?e 1/ ,()45 24·lfcp .l ,01?4 .~i '3 .. 31.. _~ s: ~ 1+?;4,41 130,41 /,~~ 1?I,79 2izo 14.41 3,23 r-/35:"02 ,03f9 0345 1/34.97 .... z z 3,,11 . ('1, :;:rn 0 m ZrJ,trJ II l( -is! ~ sn 1+/441 /zq,~7 ;'Z8 130,f:n II 2,12 lire '?A9 t-1'34/33 03~Z ' 'J~1~z~ 'r 1 co z -19,M II '1 I. ~13 ~1Z -N Z Z Df-f!?Zl ~,1/ !,Z?' /'29.r(; i, t.o~ lL?;0/5 3,~ 1193.~2. 1/13 ~ c;::;! m ("') -,030'5 ' 0 .... en • j I ". o CD " I 1 r--i " -< ::n rtI •• 0 " I: z c.. r-~~I~~ " , " -:--~~ ~ • ", r--I" 1 ~~ ~ r-~ "r-~ , I l: g ~ i r-r .... I (; ~~ ,< -i o ~ I ! I. l! I~ r-o ~~ i , ~ ~ 1 ,. ::JS , r-I j " '" ~ . 0 r-II . Z to t:u i t/) ;It; ::n , X .. 0 .r-" ~ i , /TI , " I , rtI Z r--i. ..... I() -~ ; I~ ~ , I ' ,. t'--,. '0 ,-C) , :!1 ':!l ~. r--I , C) I ~ -...l • , , t---i , ...... 2..q ft, '" INV. KG.!:-. SIC· V2. Av. EG.L. ~ STA. 0 • A V Q K Sf L Il, Ilea hi ht .." ELEV. ELEV. TION 2 Q S, ELEV. ~ Pc. Q,0~ '3 ~= /,46· Uf8,kJ /&; a /,71 /05 ~041 /41,Z1J ,/4f3 /-7"12/£ !!t.f IZ?/O zz..8. z.,5~ ,041 . ,,4 '1 /5'3:Z~ IIJ45 --~~ (J) "'Npf'llt:: ;;t§ c:. 3-HY1.I'5 149,ptf; J.1lf If!. /1 II Ir It II ' II /( 1(' 1/ IJ~q. 7~ ~ < J~1 ~f >0 ~ » eoSQ, PII'~ -. ---> 5.15' . ::D ~ Z 5-f/3,O,? V1f.'fC, '4,t1 1~4,13 II 1/ II 1(},/1 ;6/ I( ,0014-19f,&/I ~ .. ,Q114 ll.45 ,/8 --./8 ~ CJ II /I 1t91·8Z m 3f,~i,,45 /51.48 tBJ 1-S~·.31 " " II 1/ II 1/ r- ~ ~r- ·t ,..» ' . !l!z . ' /II JOn Gl CJ p~ Ie z» t;/L.-/t!-I~ ", 0 : (") ~ ~ .. r; m 'I '"4Z Z ¥' .... f" 0 i~ i; z z fl ::~ z m ::D 8 ... en ! I . ~ ~ ~ * , 0 ~ :u V\ ,. ~~ c; r-n r- n ~ ~ ,.. ~ r-~ F -" ~ ~ T (5 ~ Z \ en ....... :r '-'\ .", '" -4 .' 1" , r-.. ~ . ~ ::::-... C:S,\'li ~ ~ • ~~ru J:=::su=~=:N=OR=:=EL=l=t=IV~=L~=NG=~NS=E~=R~=CI=A=~~=~=~ P=~~=~N='E=RS===1 . 17801 CARTWRIGHT ROAD IRVINE. CA. 92714 SUITE A 714·966-1100 A'I ') , / P.+/I}=-(IP,/?)~ -r (6t) )( 2'3-) (52,ZY.60 ) . 5,41 ;;:;;iP Z;:'t:;:;?7~) IN ()~ TC? -~ufrc-V;:?7l?cmn. ~._/fJ. _____ . 7£'/ HJtt ?/~C-;' -=:; 4 9 ===> ;. S! 5" -;-/,3· 2. P:::> +-/. 77 X = 5, 4 9 I X.",: 1.3"3 7 -S 71f/7 t? It) (3, 17 ~ /.33 ) (,ltJ4 -,0094) 79,45 ... ?T/h7c)f....l ---'3.f-13,03 r CJi1'!,45' ::= 13 + :'32. 4E:? .------------~-----------------------------------------------'/. , 2·2 ~ STATION L Q n SLOPE INV. d W.S. SECTION A V v 6v E G L Sf AVER. hf MINOR EG L ELEV. . ELEV. . 2, 2, '" Sf LOSSES ••• ~. 1A55Ul~G 12 Itr 77k:3 J :Alena...., c!7V!<i-Gr-V.::;:. = .. ~8 r--(I) .... (I) C:;:;I c: );: 1--1;;\ 2 ~ :z I--' >-~ ~ 0 c i i'X m q.;-f1,4B 212,32 ,b8 2/~.OO /e/~ .. -16 4.{o ,2& ~ ZI'?,zt, ~CYJ5"2 2.J8,2& ~ F '8rrlAS Zt?~ 3,11 ~013 tJ,ltJ4&/o.2.4 ,,~3 ZlO,?1 /I .. 2.9 /}.01 180 1Yz1 1 Z,,12,47!,tJ6/1 ,,0435' ,~1 -IZI2.,?CJ.: ~~ n_ .10 {,LJ, 00 I( II" 2. 111 4a If . ",0-. ill/. .. 11 & 0 .0613 1,15 14 ~ ~» 'Of 11.'10 Z08J(P . '3 200, () .. (,...C-J 11f''?(p 2,00 2.1 ,'56 .0121 210.{f) . ~ en . 40,(;)) If if It ./5.0190 3.16 men 19;fJ7,4B miD? .31 iltJ4.31 II :20 12./0 Z,~1 ~1200,'5'6 ./053 l/J("rc8 _ ~ I--'==l~ i ~ 1---1:;: I" c m PN ~ f 3/ I--i: ~ : _ 8~ ~ p ,11. ftJ/ 3 19 013 0 /04 I----I--+---I-~/{,--+--+--+--I 0 IJI ." &-I?)?,B1 4 ' , · . 183,45.'?;/ IS?,?/:. 18!2Cj7 .2& /2dO 2,1..7 -/&,03 ,/tJ53 Ifdo,o'3 ~ -< ~ 138 -1/ /I /,?I) ., .05t!3 2& .62. Z '-ffi 10.f~5.4q -:1 (182,99 I,O~ /f;4,()f 1/ /'-32. 1,10 ,92. ~ /e4.9~ .. 0/3.4-'..; lfA·.r'5~ "" ~ ~ If) 00 I~,I, II I l 1 Ot41 Z:=;1 ~ '" 1'\ {-?fzs-.49 I /g,1.9~ '.16' /8Z.1r·" //0 II.?? 1,91 L /84.10 .03'59 I : 1/84,1t?"§ ~I f\ . /0,00 It II 1/ . /I ' ~. ,0448 .44 -~ "\ ~ h/15A9 }P;o. ql .06 /61.91 ,18 13,f)6 z'65 IfM.t4 .()5Z~ 1/G4.~ x ~ 6105,4Q /(),OO /1/1 " !l71.,f;1 .. &3 /exJ.?O " .10 14.114 3,'2..4 ~ 163.14 .0&.9/ ,002.-3 -02. -IB3.64 ~ ~ r-~ i20 00 n ,I II .45, 075B !'52. -~ ~ \j ?-r8~:4.? ' 111.19 ,bO 11'6.?~ /I .&? /5",41 ",&91--IB2.00.052-:5" [82J~ro "~. 4D co" ,I II 54 09/1 ? tA -"5.f4'SAQ , 11?,t?3 .51 114.z.o ". . 0~ lib/50 4.2.3 ~ }18A3 ,(Yi91 . , 118.48 0 ~ ~ 213 01" "." 2..1 103 1 2/11; ~ ='" :13+32.48 • 1~/.4&> r'5~ 1'5'2.04 II .(Po Ib,90 4.44~ 1'5&.4B ,'/06"5 ' . I~~.?z ~ ~~ . ~ '" I . --t "' , , ' \~ 1-_-:---1---'---+---+---4 f/VJ4: /11/£/( ~Jv!lh ";) f-" I ~ ~ ~ -I ' ~ 0 , I--II 111 ~ r-r-~--r.v-~----r---r-+-~ 111 Z I-___ -i---t---.t--+---i t:;::::.Ne':{6 '[ L ~sS = 1?1, 3J -:-/5'0,48 I I---t '"U .~ -.63.' -~-km;,. t---,-------t":!' .• ~ --'--t----t--t---i I~ , r--~--~-~---~--~-+-~ ~ ~. - INV. H.G.1:-. SlC-V2 Av. . £.GJ.. ........-... ·STA. 0 • A V Q K S L h h h h ~ ELEV. ELEV. ..TION 2 • '" 'b I I ELEV. ~ Ll.~llk ~IJ5L 'li) J& Alcn.1!::t. ::=/5"2. ~.. ...".... Ii ~~;~~161149.4tI3,Z31!?'ZY.J1 fC1 /100 . 93 1!51,1114~11/G5:1B' II eC /-100,6'2 1i?'I,// 141b11/6~1el II /8/1 /,11 1,5Z f?,8/ ,66 11 4 1/ 'I 1/ " " ~ , " • If I " 14:~~;:1~ I. ~~ 1/ /I /I I 1/ I /I I( II /I 1/ II /I II /I II 1/ 1/ 1/ ,/ " /I /I '1, /05 ttl /6/ I I I r I ~ ~ ~ 1/ I II .O/~/ ~,~I , /4 - -/4 1~.53 ;;t .... ~ >n !!2 < " 2!f. 3 ~-?"7° ~ 15'3 "{ ~ g > /' I If __ • 3 ,41 ,14' bl .6. ~ en :z • • 2!! C II ,tjljJ G) m I \I I. 5"',62 ,91 -91 /, :!i r-.' ' i! ~r- • Jt:l?3o ,(»96 4.1;9 .IN -,11 ,1'i Ififi.i1 t ~ ~ Ii! II I 1/ ,0030. S/ - - -/55,14 i ~ I, D.",(,'C,' 1155: 94 en II I II ~ 121.61 ,68 ,03. ,11' g /I I II 1 1/ 4,38 ,0/ - -eJl 1'5~,65 ~ > ~ . ' z z en 1/ :1 rn C -"I ,,' tf.4~ ,03 -~. /fi~.?C, i~ ~ z , J " z 0 , "'. /5'0,69 i ~ !Ii . .... en o flO .z9149.5C,!3.z,1/6Z, 19 1 , ec.. O-f.?9,62.1/~oa.3,341/?~4DI " eNP FII'€: Of96,Z41/~/,031·3,t$I/64,311 " 171f?"4. P IFe. 3+28.b2-It'?,,4;.20k,/?1/6~,4ql /I I!3C ,5'" 3?1 00 \!54.UIz141/:5&,6? I /I '3 f421 4;; IJ~.~?II,t4I/~;?31 /I J/l0RJl{VLft J? '/tJ? ~ -~ I ~~ t ~ 1----,0 ~ -b lL-~~-+~--t--T-rl : ~ ~ I----.c III "" -===l-+~--~-+--t---i---1--t=t=I=}--t--lf---i--t-,-~_-,.~ , ~ ~ -/!~ ;; -====r---~~+---+--+--t--t-...,.....t-i-=t=I=] ~----'F \ ~ -lL-+--f--+--1iTi ~ ~ I ~ o " .. Z '0.1 t---,cn ~ :x: 1 ~~~--~---t---t--1r--~_-.~ ~ '" , , p I~'l\~t 1----, ~W&t===V=AN==D=EL=L====A=S=SO=C=IA=T=ES='=IN=C=.==~ CIVIL ENGINEERS $URVEYORS LAND PLANNERS 17801 CARTWRIGHT ROAD IRVINE. CA, 92714 SUITE A 714-966-1100 tJ P:?F).: C Ai'/} ;:::;'OtU f/fr"'$ A-C/I;C'lL'::;r~ /V())?/;J!?Z. PC:PTl/ 0v ~. 4q) Pi-Ii =, (~.1"5)"L (3'2. z.. Y-st)) , ==-2,15 -- $11+. -= B + 3:3 .00 .f: -= ~+42.43 (-2.14-I,CA ). (O.(}7?6 -o~ 0030) 1,) / ''-;:.i -l/ ' f' " • ~ STATION L Q SLOPE INY. d W.S. SECTION A V y2 6y2 E.G.L. Sf AYER. hf MINOR E.G.L. ~ 'n ' ELEV. ELEV. 2g , 2g Sf LOSSES ~ I--(1)-~ ); D =,,'1 r,S, c .... 8ti-~~ ~ Z ->~ o 0 lJ m -::u r- -in r-. ~ n» 9+//,12. 111.B2 /1?J /113.15' IB~)?CP /,/'5 5:tXJ .,,?q r-/97./4 .(X)hO /91,14 ::u sZ //12-?:'1'5 .f)? ,dl/f? 1,,;1 ,o/(}3 .02--~ .-0 1?9.11 Q m qftD,tAJ jCI1./A .11-Iqf3,~ 11 ,gz. 6,f8 ~16 .014';;-;11.12 Z» ~cn ;atJo . 1/ /I . I( !!5.. ,O'5If? ,3/ -q.,OO,OO ' .' /Q6.5'0 ,-::;1 i/CJ1,o/ If ,53 IDle;; /.B'? 198/04-.0464 /98.BI 2'5.00 1/ K " &.. ,O6?~ ,1,-5"6 -~~ s: ~ B+1t;,CO 114,2? .45" /Q4,1l II ,16' 12.fo 2,'5'8 /91,ZQ ,()1~/, /11,2-3 .... z z ,0600 4.61 :;:". 0 m ~ 6'3,'2tS 1/ " /1 '3S' -i~ ~ sn 8rtl,15 i/SCf,25 ,43 /69,616 II AZ. 17.14: 2..95 r!--IflZ,61 O1?,D /9za !/12,W 1/ ~ /1 .-(!J-,oq->"o ;6,32 -~ z Z tiC> -C;::! gJ (") :6+28fb7 /10. 93 .45 -17 I . .?? ". If f( " -/74,2.// )/ 1/11,0/) 0 ..... en • 31.fl " II .o?'t, tffL ,01'5?' z.9(P o OJ -u 5189.15 /68.14 ,41 /f.,9.2.3 1/ 1-5"0 //,50 ZIf~G /1/,2f;J ,tJ?bD jllL ?A -u -< :0 '/~,~5 IT! .. 0 7A1.?/L " // . II , ..e-"tJ~bO -z c:..1 3142,4-;, ,4Q 155,'7jb 151.4Q IT! , 115'4·01 /I '1/ ,II /I :-15'714'3 If -0(0' , :c ~ -i r-~ ~ \\ ~G ~ " 11 YJ)/?IJi ~LICr/t IlJP -. -r> ~ '--\II ~ '" ~ a E3?6Y L 1?1.4.-:; ~'~L t?55----I -: °Il :~ l ,11 c~~ -r-r -i' \ -IT! o I .. -IJ 0 ~ ~ ~ "-~ r -0 "'-l C ~ r '--~ "--,0 r--z ro -=ti (I) '" ,~ -:c .. 0 IT! f- IT! Z '. -i I() -~ , . i~ '--~ ~~ I.::l : ~ !-'--~ ,'" ,\S ....: r- -~ .. --~-~-.. - ~~ VAN DELL AND ASSOCIATES, INC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS t=========================== 17801 CARTWRIGHT ROAD IRVINE. CA. 92714 SUITE A 714·966·1100 .. ~ :=-(--S-;5"0 t = ,0012- I 64.~ ) . AI = (; a:;7z Yzl.~1 ) -= ,20 J!i9Y7JZIJiJ~c LoSS := ":l.. /'2.~ -':=/,2(.3/) ::z ,31 -z... S ::::0 /2/5"0) -:> ,OO/f:, f \-~4-,b if =-(,OCJI6)(7.87) -= .. 01 OF 10 ":' Ju~~;Or Loss from Statill6+39 .87 to stat;on6+3S.4. Delta Y ::; .5 '" 9 ." (A'i + A 2) ( 1 O. 1 7) (7 • 7) -(.3. 1 9) ( 1 2 • 2 7 ) -(6 • 9 8) ( 1 1 • 0 8) cos \ 4 5 ') ::; --~----------~----------------------~------------ 16.1(.26 + 1.32) -15.52 = -------- 25.44 ::; -.61 1 Delta H ::; Delta Y + V1*V1/2g -V2*V2/2g ::; -.61 + 2. 34 -.92 ::; .81 1 Juctior Loss from Station 1+38.85 to Station1+34.47 Q2*V2 -Ql*V1 -Q3*V3*COS(THeTA3) Delta Y = ---------------------------------- .5 * 9 * (A1 + A2) = --------~--------------------------------------16.1 (1.06 + 2.2) -33.63 ::; -------- 52.49 ::; -.64 1 Delta H = Delta Y + V 1 *V.1/2g -V2*V2/2g = -.64 + 7.19.-3.23 = 3.32' i. ,'-"IJ u' ~ ~ ; 0 r L 0,) s s fro m S tat i • 0 + 9 6 • 2 4 to S tat; 0 n 1 + 0 0 • 6. Delta Y = ---------------------------------- .5 Yo 9 * (A 1 + A2) (13.31) (7 52)-(5 _ 75) (3.25)-(0) (0) cos(!J; = ----------------------------------------- 16.1(-1.77 + 1.77) 81 .4 = ------- 56·99 = 1 .43 1 oelta H = o e l ta Y + V1"V1/2g -V2*V2i2g = 1 .43 + .16 -.88 = .71 I . \ \.