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HomeMy WebLinkAboutHydrology I I I I I I I I I I I I ; I I . I I I Ii I: I: 21-J.D PlAN A r/..Jrep'/C1 \::) CHfZk:. Ctrrf~ INCLUDED WITHIN ARE HYDROLOGY AND HYDRAULIC CALCULATIONS USED IN THE DESIGN FOR TRACT 28553 IN THE CITY OF!EMECULA ~ PREPARED BY:, . E Lohr + Associates Inc Lctnd 'Iotmlnt .u5U ~ ..art Drtn ChG [~ T__. CA 12510 . ~ I"h. lOt 171-5721 ,_ tot ".-01_, ATTENTION: HERMAN HOVAGIMYAN TELEPHONE: (714) 644-5381 RECEIVED JUL 3 o 199B CITY OF TEMECULA ENGINEERING DEPARTMENT \ JOB. NO. '2800 i Tte 2'8553 ByHE.R.MAU CATE 5 /I! /'18 SHT, I OF_ I I I I I I I I I I I I I I I I I I I I HYDROLOGY v" ,I II I . . I . . . I I . . I I I I ,. I TO CORONA TEMECULA VICINITY MAP NOT TO SCALE 2. ,,-~~Q-~~~~ . (l-- :-l. ~' ~~ 'f.~'i' SOL"'l'l'" w",y ","'I=IG/>.1=I1'iA 1=10",0 o LEGEND ~ HYDROLOGIC SOilS FOR GROUP MAP - SOILS GROUP BOUNOARY A SOILS GROUP OESIGNATION RCFcaWCD ~---' o FEET 5000 MJRRIETA HYDROLOGY ivlANUAL PLATE C-1.52 ~( ,I ! . . . I . I . I I I . . . I . I . II L 1000 900 BOO 700 600 500 - . . ~ .5 ~oo Tc' -100 90 110 70 60 - c . E B- e > . ... 50 LIMITATIONS: I. Maxilllum I.ngth = 1000' 2. Maximum ar.a = 10 Acr.. Ul\dlllllopld Fair eo..r lJIlcIe.llapllt Poor eo_ Sin.. F~ly (1M Acre! COINMf'Cia 7 - c - :Ji. .u SOO ~'. i 400 -j Is 300 Jt _ 200 :s . .S! N Q, .:= ~ i .5 o 100 10 18 ~ 20 10 1 I co . ~ co :2 - 350 300 - 0 '0 i . E ... · B- ~ l! OJ J ~ ; ~l. . K Ai .0 Un.....," 0- Gooel eo.., ! li 'i t ~ o ~ 30 2 .5 1.0 .1 :1 :3 ~ .2/ .5 ~ o :J - 250 ! ::I c 'E 25 - :I: o . u i ~ . ~ ~ is KEY , L-H-Tc-t<-Tc EXAMPLE: (I) L =550', .H =5.0: K = Single Falllily(l/4 Ac.) 35 O.velopm....t , Te = 12_6 min. (2) L = 550', H =5.0', K = Comm.rcial 40 Oevelopm.nt , Tc = 9.7 inin. RCFC a WCD HYDROLOGY MANUAL z= - C> <: .. -l 200 ISO 100 .5 20 19 IB 17 16 15 I~ 13 12 II - -{:. - c .2 - e - c i ~ o ~ i= 9 II 7 I 5 ~ Reference: Bibliography item No. 35. 4 Tc - !l 6 - ! u II( ~ - - <: .. 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ITI S N q ~, ~ Sf ILOHR + ASSOCIATES RANCHO CALIFORNIA INCORPORATED 28441 Rancho California Road I Suite R Temecula CA 92390 (714) 676-6726 Land Planning I Civil Engineering Surveying Cf!lrcH tS~~(N'" I I I I I I I I I I I I I I I I r? ,l/- ( ('Zc> I) Sut.{f' ~ c. '3::#= { &.. : 8.17 ~s /.. 0. -= 3.0 A!J/"'~Do.(, , '0:0.6 11" W.a.G.7 1.10.13 O.Go 8.'l7: B.o<(W.a.C,7) w, Ka.i VJ" 5.oS' dSE L. '" 7 t e B-G, (308) '" C. 0. #'2 6J1 = 1'2. '13 - ,~~ .0 &-= 3.12UJo.8~{)I,Ij 1),,0.4'1' ''2.''2, '';' 3./2; W 0.8S. '~AI3 (.0; UJ .. 17. 77' , Use. L" /'J e D- I (501) ~ C.f3,#4 ~,..", '1.74- tM'$ o.8S 1,'1 <t.54=o,/Z.W ,(JA8 vJ = !3.~O' {j'.:JE. L:: /4' ec-/ (4"'1') ^' C~-,(:f:8 &,.... It. 23 ~F'5 0.85 1.5 IZ.?3,,3.1Z.1Jj .".....~ IJ : 17. 77' (J6E t.." ,,,' JOb No. 2800 I By !lfFK?Mff-,J " Date 5//2 j'1K Sht. .3 G. of ~1 I I I I I I I I I I II ,I I I I I I I I T1 TRACT 2B:.5~-1 T2 STORM DRAIN LINE A T3 100-YeAR STORM FREQUENCY HYDRAULIC ANALYSIS SD %3.1)[1 70.82 ,-' F: 1000.00 70.9;< j .013 F; 1020.0(1 78.3':: j ,013 'V -'^ 11 ~r iG . '!I...i. ~.' R 1145.18 79.D3 ~ 79. U4 .J ":- F: JX .i 1t4.45 1169.12 1214.18 l214.19 1399. ~':2 1404.49 lc,66.J~! It.7l 02 1680,00 r~ TV ~il, R JX R JX R 79.14 ,: 30.1't 1 :.:: 80.36 80.:37 2 83.74 f'J.8:3 c<'- I..'t<... 87.:),) .2 _ BE:. 23 I'd""' .~, ..oJ .013 .013 9.1 .013 C; ') .'.... .013 .OE .013 .013 .013 U ':, .'...' .OD 1.2 R 1715.11 104.1~ L ,013 .013 5H 1715.11 104.14 1. CD 4 (I 00 1..liLi eI) _ ~ 0 on 1.50 eIi - 4 i! .00 0,00 [i 'f. 0 0 It:. '~L;' j'?.86 fl=-OO 80.62 90.60 104.14 .00 .00 .0[' .0(: .00 .00 .00 .oe .(i(i .0(1 .00 .00 ~7 J .00 .00 ;; -' ,00 .00 1I .0(1 .00 0 45'.,00 52.00 .00 (I 45,00 74.00 .00 0 60.00 :3E;.O(i .(iO " .' 131. 00 .00 D 9(1.00 .00 .00 0 .00 .00 (! ?;~ I I I I I I I I I I I I I I I I I I I CARD CODE CIi CD en SECT NO CHN ND OF PERS TYPE { , 4 4 . 3 F0515F' WATER SURFACE PRvFILE - CHANNEL DEFINITION LISTIN6 HEIGHT 1 BASE ZL IE INV YO} Y(2) Y(3j Y{4; DIAMETER WIDTH DROP AVE PIER WIHH 2.00 1.50 3,00 F l! 5 1 5 P. WATER SL~FACE PROFILE - lITLE CARD LISTING HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - TRACT 2t:55:~-1 STORM DRAIN LINE A HEAD IN. LINE NO 3 IS - ELEMENT NO 100-ytAR STORM FREQUENCY HYDRAULIC ANALYSIS F0515P WATER SLrnfACE PROFILE - ELEMENl CAP!l LISTIN6 IS A SYSIDl OUTLET * :j: * U/S DA.TA STATION INVERT SECT 983.00 70.82 ~ ELEMENT NO :2 I S A FfACH WS DATA ELE'Sn NO ELEMENT NO ELEfilEfil NO ELEMENT NO ELEMENT NO ELEMENi NO ELEMENT NO 3 IS A REACH L1fS DATA 4 IS A REACH li/S DATA 5 IS A ~RIi'JCTION U/S DATA t, IS A Ff:ACH L1fS DATA 7 IS A JLlNCTlor~ L1fS DATA 8 IS A PEACH UiS DATA 9 IS A ~TL~CTION LIfS !'IiTA ELEMENT NO 10 I S A PEACH L1fS DATA ELE.t!8IT NO 11 IS A ~RtNCTION UiSDATA STATION 1000.00 .' STATION 1(<20.00 . STATION 1145.18 STATION 1145.19 STATION 1164.45 . STATION 1169.12 . STATION 1214.18 STATION 1214.19 . STATION 1399.82 . . N ,013 .013 N .013 .013 N .013 .013 N .013 .013 N .013 INVERT SECT LAT-l LAT-2 83.83 1 0 0 F0515P WATEF: ~jRFACE PROFILE - ELEMENT CARl) LISTING . ,. STATION INVERT SECT 16t,t,.~'5 BE,. 97 P-EMENT NO 12 IS A REACH VIS DATA ELf)E}I1 NO 13 IS A YJNCTION L1fB [lATA ELE'ENT NO 14 IS A i/EACH STATION 1404.49 STATION 1671.02 , , INVERT SECT 70.99 3 . INVERT SECT 78. 39 3 . , INVERT SECT 79.03 ,-' . . . , . INVEF;T SECT LAT-l LAT-2 79.04 3 2 (I . , INVERT SECT 79.14 Io.i . INvtRT SECT LAT-l LAT-2 BO.14 ~ I) t * iNVERT SECT 80.36 1 . . . INveRT SECT LAT-l LAT-2 80.37 1 .. (I , . INVERT SECT B3.74 . . . , . . INVERT SECT LAT-l LAT-2 87.53 2 2 0 OIJ.-. "_"...,, ,-...."...Tr"ihl T~nl~,T ,-.:-:-,-.T -1: * N .013 .013 N .013 N N Q3 " '" !:1j ~; 03 03 N 03 1', .. " , Q4 Q .-, .,.f.. , C~ a .-/ ...... . Y(5) Y(6) H/J ~J S ELEV 70.82 RAD IUS ANGLE .00 . (!(! ?'p!l I US ANGLE .00 .00 KArl I US ANGLE .00 .00 , .0 INVERT-3 IN\IRT-4 PHI 3 79.86 .00 45.00 RLtDIUS ANaLE .00 52.00 . 33 PAG[ 1((8) ~'f,j Y(1(I! PAGE NO PA6E NO ") ANO PT MAN H .00 (i ANO PT MAN H ,0(1 (I ANG PT MAN H .00 n :t. PHI 4 .Uti AN. PT ,IAN H .O(! (I .0 INVERT -3 INVERT -4 PHI 3 PHI 4 81.00 .O(i 45.00 .00 RAIiIUS ANGLE AN6 Pi ~~N H .00 74,00 .00 0 . . 9.3 (i4 HIVERT -3 INVERH PHI') .0 80.62 .00 60.00 , f!4 .U RAnI US ANGLE .00 3B.00 t t PHI 4 .00 ANO PT MAN H .(1[; 0 r. .'.' INVERT-3 INVEF:T-4 PHI') PHI 4 .00 .00 .00 .00 PAGE NO R.At:> IllS ANGLE AN6 Pi ,00 131.0(: .00 ~ * INVERT-3 INVERT-4 PHI') PHI 4 90.60 .00 90.0D .00 (i4 .0 MAN H (! ?fA. ~lm WC; ElM;;;;' C!f...'f.; Pi j;jElf.j H Ei...EM~NT NO 15 l~; A REAC::-i I I I I I I I I I I I I I I I I I I I GIS veTA STATION 1715.11 ELEM~l NO 16 IS A SYSTE~ HEADwORKS U!S I:<ATA E;TATION 1715.11 , INVEET ~;ECT 104.14 - , INVEF:T SECT 104.14 .. . rii ,OJ.:. , " S; ELEV 104,14 RADIUS ANGLE AN6 FT MAN H . (i(i . ljO .00 f! @ ) A:o ---.-.- -- -- I .LLti . ~ I F(1515F F'Allt WA..,......... SUr::FAC:E FROFILE LISTIN5 .,'1:;:'[\ TF:ACT 2f:55:3-1 I STORM VRAIN LINE A 10H'EAR STORM FREQUENCY HYDF:AULIC ANAL YSIf. STATION INVEET DEPTH W.S. b~ VEL VEL ENERGY SlIFEF: CRITICAL HaTI BASE! .Ll.. NO AVBPF: ELEV OF FLOW ELEV HEAD GRD. EL. mv [:'EFTtl VIP. IV ND. PIEF; I LiELEM SO jl'" AVt". Hr NORM DEPTH ZR ****tttt,*******t*"*:t:tt*t*t:t::t:*:t:*:t.*****u:t:t:t-************t:1:*:t.:f.i::t:t:j:*t~::t**:t:*:t**:t::!::j:***********t*tt.;*:t.**:t:****.t.:t:.:t*t.*:j:*~::t~tf.~:~;:j:t;tt***t:j:*:j:***; I 92,3.00 70.82 .90E: 71.728 37.9. 20.99 6.83B f(..;.":)tt. .00 2.004 3,00 ,00 .00 (I .(1 .48 .01000 .081580 .04 1.620 .0(; I 9S3.4B 70.82 .906 71. 731 37.9 21. 04 t,.ti/t, 7S.foP .DO 2.(;04 3.00 .00 .OD . (I i7! J= .0100D .087692 . /4 1.62(; . [Ill >-.."hi I 991. 93 70.91 .875 71.784 37.9 22.07 /.')6b 79.350 .00 2.004 3.00 .00 .00 0 .tl I 8.07 .01000 .100200 ,""" 1.620 .00 ,';'1 1000.00 70.99 .846 71.836 23.15 c~.~{D 80.159 .00 2.004 3.00 ,OJ) ,00 0 .0 Ji. j I 1.32 .37000 .103533 .14 ,6,20 .00 1001.32 71.48 .860 72.337 37. '3 LL.,.1 7.940 80.277 .00 2.004 3.00 .0(1 .00 (I .0 I 2.50 .3700(1 . 093922 .23 .620 .(jj) I 1003.82 72.40 .890 73,,294 37.9 21.56 7.217 80.511 .00 2.004 :{.(I(! .00 .0(1 (1 .0 2.18 .37000 .OB2217 .1f: .620 .oe I 1006.00 73.21 .921 .... ...,,., '-j G 20.56 f.. 567 80.696 .00 2.004 3.00 .00 .00 (i .0 1'1-.1..:..1 JI. .' 1.;::9 .37000 .072004 .14 .620 .(to I iOO7.89 73.91 .954 74.J%2 37.'7 lC1 ~ { 5.969 80.831 .00 2. Oil"; 3.00 .(I(i .0(; 0 .0 J..,.t,'! I 1.66 .:3700(; .Of.3067 .1(1 .620 ,00 1009.55 74.52 .9::;7 75.510 37.9 fO '"Q 5.423 80.933 .00 2.004 3.00 .00 .0(1 (; ,(I J.'-'.t_, I 1.4;:; .37000 ,055236- .08 .620 .0(1 1011.00 75.0E, 1.022 76.083 37.9 17.82 4.930 81. 013 .00 2.(1(;4 3.00 .00 .00 (I ,(I I 1.29 .370(1(' .048399 ,ot. .620 .(10 1012.29 75.54 1.[158 ,'" -...' ....if.':! 17.00 4.485 81.079 .00 2.004 3.00 .00 .00 (I .ll I Ib.:).:t'l- 1.1L .37000 .042421 .05 .620 .00 I I be\ F0515F' WATER Sl~FACE PROFILE LISTING iHACT :'8553-1 STORM DRAIN LINE A lOa-YEAR STDh~ FREQUENCY H)T)RAULIC ANALYSiS STATION I NVEF:T [)EPTH Vi. S. f' VEL VEL ENERGY SUPER CF:ITICAL HST I BASEl ELEV OF FLmi ELEV HEAn GRI}.EL. Eill' IiEFiH DIA - If:: NO. L1ELEM SO SF AVt"" HF NORM EF'TH zt:; ~;****t*-:j:****.:j:**t:;:*:t*******:t*:t*:!:*:t:t****:t:**t:j:t**.t:t:j:*U*******:tt**:t*~*******:j:t*t-*~:***:j::;:****:t*:t**:t:j:$::;.:**"***:j:*t*:t:j:**:f.~::j;*:t;t:t*t-t:j.::j::j:*~**~:*f* I I I I I I I I I I I I I I I I I II I 41 ~'AGE -, " "- NO PIEf: A1JBPF: :j.OO .DO .00 (i ,0 1(113.41 75.95 1.096 77.049 37.'1 16.20 - 4.077 81.126 .00 2.(104 . [1 (~ 1.0(1 .3700(1 .037207 ,04 .620 .00 2.004 J.uD .0(1 .00 0 .0 1014.41 it,.J..:: 1.136 77.456 37.'1 15.45 3.707 81.163 .620 .00 ,"'1' .37000 . ((:2644 77.B22 14.73 3.369 "'7 0 ...i,.., 1015.28 7U.4 11"'''''1 ...J! .7f: .37000 .028637 .03 81.191 .00 2.004 3.00 .00 .0 .00 o .02 .620 .00 .00 2.D04 .on . (iO (: .0 1016.06 76.93 1.219 7B.150 37.9 14.04 3.062 81.212 .620 ,00 .01 .37000 .025135 ..i.U!J .02 .[10 2. (104 3.00 .00 ,00 0 .0 lOlE,.73 77.18 1.264 78.446 37.9 13.39 2.783 81.229 .620 .00 .60 .37000 .022(;74 1017.33 1.310 78.712 37,9 12.77 2.530 77.40 ~, .....1.;.. .37000 .019394 77.59 1.359 ""}':' =:'=:"1 I..... .'.'':' 37.9 12.17 2.:300 1017.::5 .44 .37000 .017053 1018.29 !/.!b 1.410 79.169 37.9 11.60 2.091 .39 .370(10 .01500.2 1018.68 77.90 1.4t.3 79.:365 .j!. '1 11.07 1.901 ,00' .37000 .013205 37.9 10.55 1.729 1019.01 78.02 1.519 79. :t42 .i.! .370[1(, .011631 .01 Bl.242 .00 3.0(1 .0(1 .0 " " 2.004 -.00 ,01 ,620 ,00 81.252 .00 3.00 . no .00 (i .0 2.0(14 .01 .620 .00 81. 260 .0(1 2.004 .3.00 ,(1(1 .00 0 .0 .01 .620 .OD 81. 266 .00 2.004 3.00 ,00 .0[1 (I .0 .00 .620 .00 01 ";""}l I.'~..:.! ~ .00 2.004 3.00 .00 .00 (I .0 .(10 ,620 .00 .00 2.004 3. (ll) .00 .00 0 .0 37.9 10.06 1.572 81.274 1019.28 78.13 1.577 79.701 ")-~ . 37000 .010255 ,00 .620 .00 i>.-.,1) I I I I TF;ACT 28553-1 F0515F' WATER SUPFA(:E PROFiLE LISTING 42 PAGE .". STORM DRAIN LINE A 100-YEAR STORM FF:EQUENCY HYDRAULIC ANALYSIS STATION INVERT DEPTH I~..~;. Q VEL VEL ENERGY SUPEr; CRITICAL HGT/ B;;3E/ f' NO AVP,PR [LEV OF FLOW ELf V HEAV GRLEL. EL.EV I)EPTH VIA. Ifl NO, PIEF; L/ELEM S03F AVE -. HF NOF:M DEPTH ZF: ttt****tt****tt.*****:t.***********t.:l:li::f::t.ttt-tttt:r.:t.*t***,tt*t**t:t*t*t**i~*t***********'*****t*tt:t**u*t*t*~;*t~:****:j:~::t:******~:~::j:**:;:t:'C!:~;t:t~:~ I 1019.51 7B.21 ,18 .3700(1 I I I 1019.69 >':' 'ie, '..'.~'-' .14 .37000 1019.83 7L3:3 .09 .37000 1019.92 7':' 'j' f'_",,'\.' I I .llt, .37000 1019.98 78.:38 ,02 .37000 I I I I I I I I I 1020,0(1 78.39 6.41 .00511 1026.41 78.42 118.77 .00511 1145.18 79;03 JUNCT SiR 1.01157 1145.19 79,04 19.26 .00519 1164.45 79.14 JUNeT STF: .21413 1169.12 80.14 :3.00 ,[l(l48E; 1.6:3'1 1.703 1 "ii'"/ .;.oJ!.. 1.844 1 O~d ..1......;. 2.ti04 1. G2li 2.020 2.679 2.597 1. 587 79.847 79.979 80.0% SO.20t. 80.304 80.394 ;30,443 81.050 81. 719 01 -" 1..' oi-.i! ':'l i~;i '~'J.. ! i..! 37.9 ,i a ...'f..' 37.9 '";"'7 C! ..'t.... 37.9 37.9 37.9 .j!. 'j ";e, i ....1..'.; ...\.'.! L-, ~ 1'J....1 9.5'1 - 1.429 .00'3049 9.15" 1. 29'j .0079'34 8.72 L 181 ,007072 E:.31 1.G73 .0062i:.6 7.93 . 'jlt, .005558 !.J;) .886 , (H}5157 7.49 ,870 .0050E:7 7.~9 .870 . (;03376 4.31 .288 .OGle,71 4.41 .303 7.30 .826 .007544 ':>1 --"it. '...'1....,,-, .00 81.278 .00 81.279 . (/0 81.279 .liO 81.2Bli .00 81. 280 .03 81.313 ,60 81. 920 .llO 82,007 . ((3 ,:2. 040 82.55:3 .01 .00 2.004 .00 2.004 . (10 2.004 .on 2.004 .00 2.004 .00 2. 004 .00 2.0li4 .on 2.004 .00 1. 7~i4 .00 1.734 .00 1.587 . 62(i .620 .620 .620 .620 2.020 L.G2n . '7' 1.t,.11 2.000 3,00 3.00 .3.00 3.0tl 3.0n 3.00 :~;. LiU 3.0(1 :?.oo 3.0(1 2.00 .00 ,00 iJ .0 ,1)(: .00 .no (f .li .1lU .00 .O(i 0 ,0 .fH) ,oe .0 .Of! .00 ,00 .00 (I .0 .Of, -.00 .00 (; .i) .00 .00 .00 0 .0 . no .00 .00 (I .D ,(1(( .00 . (!(f 0 ,;) . Of! .00 .00 (I . (I .O(! .00 .00 fi .0 .O(i l>r..?/ I I I ~:jHTIiJN I L/ELEM *'** :t.:t-:!::j:;~; t***t:i::j: :!:~:;::!:~:;t,;j:t; ~:t.**u Uti; H ~*** :j;*t.*~:H:t.:t *.$:t, U it:!: ***:t: t :t#U:j: t:f::t.t. *:1: ***:j: *~;** * :j::t:~;:j::j;;::i: ~ *:1", *:!: **t tt*:t*:!: *.:i: ~ ~~;* ~:ti: ***tt:tt::I: :'"t;!;.:!::;:~: ~;1;.!: Zf.: INVEF;T REV SO I j!!~. p BO.15 ~ ::.. _:: . i.l!.;,,;::;::: I "'..~ ..= ~ ~\.'.'. .;....' I I ...-'.'".. .. I I ~ . . -'~ I ".,,_.11.. I 126.3.24 i ,-,... "7........ I 12t.7.46 I 126B.59 I HYf'RAiJLi [ JUMP ::;u. .::.:.~. c..'\'..'-.' '.".'.-.'. ,:\,.7' ~'1, 1~ ,01;315 S1.if, .018i5 81-.34 1.13 .01815 81. 36 1it.o."', 81.36 I 1305.87 I .01815 82.03 47.71 .01815 I I HF'IT ?J.==. f ",H.... ...0..i,),,;I-1 Ft"i515F' WATER SURFACE PROFILE LISTING STORM DRAIN LINE A lOO-YEAR STORM FREQUENCY HYDRAULIC A~~LYSIS DEPTH W, S. G VEL VEL ENEF:GY OF FLO~i ELEV HEAIJ SRI!, EL. SF AVE-. t1r- 1'-;.- ..t'ill ;:;1.825 ,.,' ,.".,... ':'~, 7:-':' j.,::;t.'iJ .... I.';, -.',;" .:..:.~, _, UU~- " .-..' ---i.'';;' 1.706 [:2.966 l.blt; R2.955 1. 618 82.975 .1300 82.157 .800 82.B34 19.5 ,-~ -, ~u,..::: ~l', 2 lU..:.' 10.2 If' ';, ~u.... 10,2 10.2 E. '35 ~ .751 .OOf?1:3 '.'.'.',-' . '=.'c'~, , UVb::.,,~:~ ;:".:ru . '-'..' , ,i.'L''r.:....''. - -.._- ... ""-'-- .:' ('._;:-;~ . i; .,.--:. ,.;.':'V :;('';':'''7'- '~" .'.' . ~ .':..- . C!Ol'?S'1 3.75 .218 . 002082 3.75 .218 8.70 1.174 .0179((2 8.7(1 , ,'" ~ 1..1/" .01739B '=,-, ~I': \..',:".,-'1'-' .il; ,-'",,-,'.".'.l 1..'.:..\.',.' , l' ~ '.".'. ;, ,.'.;~ ,L'_ __.15.. '.'. ~ "7'-;' '.',"-,.;".".' .00 .:''':; 1C!': '.".'..1..',-' 83.3:11 .E,; 84.008 C"";; .\.',-' SUPER REV 1::. rii CRIT!CAL Nt.!! DEPTH filA. ,00 1.587 ,(i0 I.Sf7 . Lit! :.:I1:;! ,1-'1.' .l;:; :!:, .'.n.. i, ~ .:;~. ,:);: :,H~. .00 1.143 ,00 1.143 .00 1.143 .00 1.143 NORM VEFTH 2.eoo 2.0::jO . .,,:1: . (,u'-, ,'-"-": .800 .80(i .800 2.00 2.00 '::'1)1.: _' i.l'J 2.00 2.00 2.00 2.00 1" -~ 'v F'A:J: 4 BASe.! IV NC" NO AVBPF; PIEF ,00 .0[: [: ,li .llll . llli ,0(1 ~! " .'.' r". ,,-'t' ,'." .00 . (:ll !.: .0 ,(I{, .00 . fiO V ,0 . (i::, .00 .00 U .(1 .00 .[l(1 .0(> (l .0 . O(~ ~ I I I F0515P W~jER SURFACE PROFILE LISTIN8 ..1..1 , ; F'AaE =1 TRACT 2E:553-1 STDRM DRAIN LINE A lOO-YEAR STOF~ PREP-LENey HYDRAULIC At~ALYSIS STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CFJiICAL HuT! BASEl IL NO AVBFR ELEV OF FLOw ELEV HEAr.1 GRV.EL. ELEV [:ifFTIi I'2A IV NO. PEF: L/ELEM SO SF AVE". HF NOi1'ftl DEFTH ZR *i*******~**?-*****~********t**t**t.t********************************************************r-t****x***********~*****t*t***tttr.ET.**t1 I I I I I 12~3.5S 82.90 31.60 .01315 1385.18 B3.47 14.64 . (H815 1399.B2 83.74 JUNeT SIR .01927 14u4.49 83.83 I I I I I I 47.75 .Oli99 1452.24 B4.40 55. If. .01199 1507.40 B5.06 31.05 .01199 1538.45 85.44 18.41 . o l1'j9 1556. BE. 85.-66 13.77 .el15'9 1570.63 t~.82 I 11.16 .Oii99 1581.79 85.96 I I I I 9.45 .01199 1591.24 86.07 8.4(1 .01199 .E:L2 .842 .873 .89L .892 ,:;..,.., .\..'1... .841 .811 .783 83.713 B4.:316 84.613 t4.721 B5.295 85. ~({6 86.277 86.468 86.605 .756 86.7i2 .729 86.798 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10,2 8.51 - 1.i2t. .015:3f,6 8.11' 1.022 .01393E: 7.74 .930 .01256f 7.53 .880 .012094 7.53 .BBO .012593 7.75 .933 .01:39'j7 8.13 1.0.26 .015934 8.53 1.129 .uiS153 B.94 1.241 .020696 84.839 .50 85.338 .20 85.543 .06 85.602 .58 86.175 .b'j 8f..8f,9 ~ "', .'t..) 87.303 .2'3 87.5'37 or ...:....1 87.846 .23 10.2 ~.j! 1.365 88.077 .023588 10.L 9.84 1.502 . 026893 'r~' ...:.... 88.300 .1..j .00 1.143 .00 1.143 .00 1.143 .00 1.143 .00 Ill"" . .. "i...~ .00 1.143 .00 1.143 .00 1.143 .0(1 1.14,,5 .00 1.143 .00 1.143 .8iW .800 .8'j2 ~,,:,.'"j ....'.'.... .892 ,-".", .C".t .:..:,-; .'.'.'.... .892 .892 ,-,r,', .';.;1.... i..ut: 2.0(1 2.0(1 ~.Ull 2.00 :.00 2.00 2.00 2.00 2.00 2.00 .00 ,00 (I ,[' .00 .00 .00 0 .0 .00 .00 .00 0 .0 .Ot' .00 .00 0 .0 .oe .00 .00 (I .U .00 ".00 .00 (1 .0 .00 .fiD ,00 (I .Ct .00 .00 ,00 (i .0 .0(' .00 .00 (I ,0 .00 .00 .00 0 .0 ,0[; .00 .00 0 . (< .00 .J bO , I I I I I I I I I I 4-~ ,,:/ r0515F WATER SURFACE PROFILE LISTING PAGE t. NO AVBFR PIER ~' '.'f' .i. ll~1 .00 .00 [i . ~, TRACi 28553-1 STORM DRyIN LINE A IOO-YEAR STORM FREQUENCY HYDRAULiC ANALYSIS STATION INVEF:i DEPTH W. S. Q VEL VEL ENERGY SUPER CRITICPL HaT/ BASEl ZL ELEV OF FLOW ELEV HEAD GRLEL. ELEV DEPTH IilA - IV NO. L/ELEM S03F AVE'". HF NORM DEPTH ZF: t**~***********~*****~*****tt*t*t*t.tt*~**t~********t*t****t~*t**t-***~**~***~***t*t****************~****t**t*******~*t****tr.~***t*z+ 1599.64 86.17 .704 8f,. 874 10.2 1D.31' 1.652 88. 52€, .00 1.143 .00 l.....__' ,01199 . 0306~:f ..t..:., .892 16(i7.19 86.26 .680 B6.941 10.2 10.82" 1,317 88.758 ,QO 1.143 2.(10 .00 .110 (I .0 6.B9 .01199 .035D27 .24 .Bn ,00 2.00 ,0 1614.08 86.34 .b"J! 87.000 10.2 11.35 1.9?3 88.999 .00 1.143 ,00 .00 (i 6.33 .C11199 . 039971 1620.41 .-,!:" ."::'-.; .00 .oiL . l..... l.l'1,j 2.0D .U .00 .00 li %.42 .634 87.053 10.2 11.90 2.200 i:9.25:3 .0[; .00 5.91 .01199 .045640 .,i ...! .E:92 2. liD .0 1626.32 85.4S .613 87.103 10.2 12.48 2.420 89.523 .00 1.143 .00 .00 0 .052129 5.50 .01199 I 1631. 82 =: f.:, ...'..1.1..' I I I I I I I I 1637.00 l,-"., 'i".(":' !t41.8:8 ..! ':"1 lE.46.49 4.39 1650.88 4.15 1655.(13 3. ';it. 13. D9 2.662 86.56 87.148 10.2 .592 .01195 .059535 tit-.bi .572 10.2 13.73 1. 926 87.190 .01199 .068031 St,.-6S 87.230 14.41 3.223 .553 10,2 .01i99 .0///27 86.73 .534 15.11 3.546 C'" ~,~ ~ ,-,!...::.bt:, lil ':i v..i.. .01199 .088870 86.79 10.2 15.84 3.895 .517 87.302 .01199 .101591 86.83 B7.33.3 If,.6I 4.285 .499 10.2 .01199 .llf,i50 .29 Ha~1 .__'L. .00 89.810 .0[; 2.00 (I .0 ".00 .00 1.143 .31 .892 .00 jli.llt, ,00 1.143 2.00 .00 u .0 .00 .-,.., ..;.,.1 OU~I .'.'..... .00 90.453 .0(1 2.00 .00 o .0 .(10 1.143 .36 .892 .Oll 90.812 .[il! 2.00 .00 (l .li .00 1.143 ,.,r, .,Y7 .892 .Ofi 'J:l f.:r"'7 _'...1..'1 1.143 2.00 .(1(1 o .0 .00 .(1(1 .42 .892 .(i(' 91.618 .00 2.00 .0(1 [! .0 .00 1.143 M. .,1..' .892 .00 ~ 1 4c' I F0515F PAGE: WATER SURFACE PROFiLE LISTING TRACT 2B~53-1 STORM DRAIN LINE A I 10[l-YEAP STORM FREPUENCY HYDRAULIC ANALYSIS STATION INVERT DEfTH W.S. Q VEL VEL ENEPay SUPEr: CRITICAL W-- , P.^,-,... / NO AVBPf: Ui! ..'H~! LL ELEV c- FLOW ELEV HEAD 6RML, ELEV DEPTH DlA Hi t,D. FIEH ~ I i../EL.EM SO br- AVe ''" NOF:M f;EF'TH ,r, Hr ..h tt*******tt**t.****f***r***********~******+***t***********$******t.*************tt****t***********~:t*t****+**t.**t*+***~:~t~****~t+***~ I 16~~:.9'?, 36.Bf; .483 87.365 10.2 17.44 4.721 92.086 .[10 1.143 2.00 .00 .00 0 Ii.' ,01199 .132880 .50 .891 .00 ...'.ff I 1662.7f, 86.93 .467 87.394 10.2 1'" ,-,roo 5.189 92.583 .00 1.143 2,00 .00 .DO (I .0 1..'...0 j.':)'-j .01199 .152005 = .892 .00 ..J..; I 1666.35 86.97 4:-'i 87.422 10.2 1~ p 5.708 93.130 .00 1.143 2.00 .00 .00 0 .0 . "'(...Ii.. .._'".f I JUNe! STh .11991 .210470 .98 .00 1671.02 87.53 .416 87.946 '3.0 22.50 7.861 95.8[0 .00 f j.O' 1.50 .i)(! .[10 (! .l! 1. ...01 I lr 79 .07795 ....~~.., '{ .48 .570 .00 .''::C'1010't1 1672.81 87.67 .410 88.G79 9.0 22.'10 8.144 96.223 .00 1.161 1.50 .(!(i .00 0 .0 I 3.74 .0"095 .292395 1r09 .570 .Llli 1676.55 87.% .396 88.357 9,0 24.06 8.992 97.349 ,00 1 . ~, 1.50 -rOO .00 (i .0 I ..It:<! , ,= .(17795 . 334442 1.15 .570 .00 J.'i:,,J I 1680.(1(1 88.23 .384 82-.614 9rO 25.21 9.BtS9 98.483 .00 1.161 1,50 ,(I[i ,00 I) .0 5.38 .45315 .342041 1.84 .360 .0(1 I 16f5.38 90;67 .392 91. 059 9.0 24.4€, 9.288 HtO.347 .00 1.161 1.50 .00 .00 (! .(: 5.66 .45315 .306417 L73 .360 .00 I 1691. 04 a.:; 00 .405 93.636 9.0 2.3.32 8.442 102.(08 .0(1 1.161 1.50 .0(1 .00 0 .0 _'"h.....' I 4.06 .45315 "'!~ia~'j 1.09 .360 ' 0(1 ....t'I_''i:.... 1695.10 95.07 .419 95.492 ,-. ,", ~i"'l ."")oj 7.668 103.160 .00 1.161 1.50 .00 . (10 (I .0 :r.I.1 ........J...... I .;". .45a15 .2:34547 .::'60 .0(: ",:l.1"::: .1"_' If..:tS.22 96.45 .434 Q;' """"""' 9.0 21.18 6.963 1 0.3. 884 .0(1 11-"{ 1.50 .00 .00 (I .ll o.t,. ':tL1 1....01 I 2.50 .45315 .205351 .51 .360 .00 I I '*-, 1 I I I I I I I I I I I I I I I I I I iRACT 2855:3-1 F0515F WATER SURFACE PROFILE LISTING 47 PAG:: ,. STORM DRAIN LINE A IOD-YEA.R STORM FREG~ItNCY HYDRAULIC ANALYSIS 3TATiDN IN'vERT [IEPTH W. S. f! VEL VEL ENERGY 3liPEE CFJTICAL HGT/ BA3E/ L!... NO AiJBF'H ELEV OF FLOW REV HEAl) 6fW. EL. tLEV fEPTH DIA HI ND. PIER LfELEM SO SF AVE' HF NORM [IEPTH ZF: ************T.$***t****t*t***t**~:tt.tt***t***t****t*********tt*******t*******tt*********ttt******************t****~:*t**~~t**********~ 170(1,72 97.62 i.U:! .45315 1702.77 98.55 1. 71 .45315 1704.49 99.33 1. 45 .4:015 1705.94 0':' a,:. .'.'..'.' 1...::, .45:315 1707.19 100.~Q 1. 08 .4:015 1708.27 1trl.04 . 94 .4~J15 1709.21 101.47 .82 .45315 1710.03 IVli84 .!.i.. .45315 171D.75 102.17 .t,j J~""P:::: . "t..I",.1....' 1711.38 102.45 .56 .45-315 1711. 94 Ill":::. III .49 .45315 .449 98.068 .465 99.012 .481 99.B07 .498 11)0.483 .516 101. 067 .534 101.575 .553 102.020 .573 102.412 .594 102.759 .616 103.067 .62.8 103.342 9.0 20.22 6.352 104.420 .179792 ..,Jf 9.0 19.27 5.767 104.779 .157437 .Ll 9.0 18.:37 5.239 105.045 .00 .137859 .20 "3.0 17.51 4.761 105.244 .120811 '" ..l.,-' 9.0 It,.70 4.329 1D5.396 .00 . 10587E ,11 9.0 15.93 3.940 105.515 . (i'~2782 .09 9.0 15.18 :3.577 ~05.597 .OB1361 .('7 9.0 14.47 3.251 105.663 .071390 .05 9.0 1:3.80 1.. 'or/oj 105.71B .Of.2676 .04 9.0 13.16 2.688 105.755 .055023 ,03 9.0 .~ '-r 1..::,.:]....1 2.447 105."9' .048.323 l"l-j . ''':'' .00 1.161 . 00 1.161 1.161 .00 1.161 1.161 .00 1.161 . 00 1. 161 .00 1.161 .00 . L-t 1.lt,.l. .00 . . ~. l.lt,j. .00 1.161 .360 .360 .360 .360 .360 .360 .360 .360 .360 .360 .360 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 .00 .00 (I .0 .Otl ,00 .00 (I . [i ,00 ,00 .00 0 ,(I .00 .00 .00 0 .0 .(1) .00 .00 (i .0 .OCi .,00 ,00 0 .0 .on .00 .00 (I ,n .(1(; .00 .00 [I ,[I .0(1 .00 .00 (I ,0 ,(ll) .00 .00 0 ,(1 ,(i(: .0[: .00 .0 n " .00 ~ I I I I I I I I I I I I I I I I I I I TRACT 28553-1 WATEF; SL~FACE PROFILE LISTING F'0515P 48 PAGE ~ STORM DRAIN LINE A ivO-YEAf: STORM FREQUENCY HYDRAULIC ANALYSIS STATION INVERT fiFTH W.S. g VEL VEL ENEF:6Y SUPER CRITICAL HelTi BASEi ZL NO AVBPF: ELEV OF FLOW ELEV HEAD 6RfJ.EL. ELEV fJEPTH fIlA - If:; NO. PIER L/EL.EM SCI SF AVE HF NORM DEPTH IF: ~***********~::j:t*tt:j:***:j::j:******t*****:j:**t**************t****:f.*t.*:j:*i:*t*:t:**t**t:~;********t.*****t:tt:t:*t.*t-*t*t:**:j:*****t:**t;::!;t.:I::j:tt,********* 1712.43 102.93 .43 .45:315 1712,86 103.12 .38 .45:315 1713.24 103.29 .34 ,45315 1713.58 1D3.44 .:29 .45315 1713.87 Iv3.58 .25 .45315 1714.12 103.69 ,-.~, .45315 1714.34 103.79 .IS .45315 1714.53 103..88 ,. ......1 .45315 'if ~ .or, ld't.CC' 103.95 .lJ .45315 1714.81 104.01 .11 .45315 1714.92 104.05 .OE: .45315 . ot'L 103.588 .bi:;j 103.808 ,712 104.006 .739 104.184 .it'i 1v4.:<44 .797 104.485' .82:3 104.619 .861 104.737 . 89f, 1[14.843 .933 104.939 .972 lOS.OLt, 9.0 11.97 2.224 105.812 .00 1.161 .042488 .02 9.0 11.41 2.020 105.828 .00 1.161 .037353 ,01 9.0 10.87 1.835 105.841 .00 1.161 .032849 .01 9.0 10.37 1.669 105.853 .00 1.161 9,0 9.0 9.42 .028919 9.88 j 1:"' ~ .....Jlb tOj ~ . ,~ 105.860 .00 1.161 .025481 .01 1.379 105.868 .00 1.161 .022473 .00 9.0 8.98 1.253 1D5.872 .00 1.161 9.0 8.57 9.0 9.0 7.79 9, (; 7.43 ,0198:38 .00 1.141 105.878 . VO 1.161 .01753f, 8.17 1.036 .Ol~~523 .00 105.879 .00 1.161 .0(; .943 105.882 .00 1.161 .01375'1 .00 .856 105.882 .00 1.161 .012215 .00 .36(1 .350 .360 .360 .360 .3E,(l .360 .360 .360 .:360 .360 1.50 1.50 1.50 l.:.)li 1.50 1.50 1.50 1.50 1.;:)0 1.50 1.50 .00 .00 (I .0 ,0(' .00 .00 tl .0 .0(1 . on ,00 0 .0 .0(; .00 .00 0 .0 .00 .Ov .00 .0 v .0(1 -,00 .00 (I .(1 .O(i ,00 .00 (I .0 .00 .0(1 .00 0 . (I .00 .00 .00 .0 o .(1(1 .00 .00 (t ,(I .0(( .OCi .00 (: .0 .(1(1 A~ I 4q I F0515P p~TER SURFACE PROFILE LISTING r'A!JE ~ (i I THACT 28553-1 STORM r~AIN LINE A lOO-YEAR STORM FREQUENCY HYDRAULIC ANALYSIS 3iATION INVERT DEPTH W. S. Q VEL VEL ENERGY ELEV OF FLO~i illv HEAr) 5'fW. EL. L/ELEM so Sf=' AVE-". liF NORM DEPTH ZR :f:*:;::!;t.~~;*:j:t:j::f:**:f:*******:t.***t***t***:!;t:;:*t*u*t**:t**t:j:*t************n:f::t:tttt*t*****tt:t:*****:f:t.***tt.t*****t:i:t.t:tt.:j;t*tt~::j:.t:t~:t:!;***t*~:**~:t-*~ SUPER CRITICAL HST! BASEl ZL NO AVBFF: F! ~\; DEPTH VIA ID NO. PIcE I 105.241 9.0 7.08 .779 105.884 .00 1- 1'.1 ~t>l .ti!0870 . on .360 9,0 f., 75 .70B 105.885 .00 , ,-- ., It.1 .OD970j ,00 .:360 9.0 f,.44 .644 105.Be.5 .00 u 161 .OOB69:3 .00 .360 i.O 6.13 .534 105.885 .fiO L 161 1.50 .- .00 .00 (I .00 .oe .OB (; .0(( ,00 .00 (I ,(II) .00 ,(i(l (I .li I 1715.0(1 104.09 .llt, .45315 1715.06 104.12 .04 .4::315 1715.10 104.13 .01 .45315 1715.11 104.14 !.l113 105.105 I I 1.058 W5.177 1..50 .0 1.107 1.50 .0 I l1'-' i. ..Cd 105.301 1.5(1 .0 I I I , I I I I I I I " I 1:1 \9 - + :- """I ~ + + ~ (') 0 r '1J ~...;~ ~ ~ .~ '}::. ~ -...l,a. I :t> 1> 1> - ,1) :-l Q" - {~ " a ~ 0 , - " , N '::,'\ .J ~ -. -l r -i - 0 <lI , "" 'J .....~ 0 () rr1 -i c:.. .... J o (Jlrr1 -,- Z I I () ~ en ~ '-) r ,: ""- ~ ~- rr1 c, ,., <) ,., c, eo, () I ~ ~ ^' ." 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','"',-.1,,,., J:*~****~*~:**~*'~~*~~*;' '!"k*4'!'*~~~*:!:*~:~:~:~~: -.:. ;. : i.n, i F'L~~FLC:;j ,'-; \'l>hf~~L!L..l ::.., I ~"~f'-;UT I i irl~r~,:,"i;':~'l T I C!'~<. -<::.; I -----.----------------------------------------.---- ------ ---- --- ---------------- Pl~'E DIAMETER~FEET) .- F'IPE SLOPE (FEET/FEET) .L " .:~;u u . .3~:~ () (1 I :~;':l F':::T'L();;~ i,!~ F:~::,) .. .. 1. ~~. ,. ...:. On:' l~ANNII~GS FRI(~T!Ol~ FACTOR = ~. 0 13C:UU- --.-----,..--.--.------.---------------.-. ---------------.----.---------.------ ----.------.--.------------------.--------.----.--- ._. .n. _" .... __ _ _ __ ,_n ... _ _. _. _. _. _. h _ _ .__ _ _ - _. ... - ~.. ._. ",' _.. .._ -.. . ~ _. _m ._ __ .., n" _.. .._ 'n .... I CF: I T I Cf4L. ... UE:F'TH FLCl~:j I r-JF c:lF~:i,.j;.~! T I C!i'~:; - _.. _... ._. - .... n' _ .. ... __ __ _. __ _ _ _ _ -., _ .... _n _.. .~, _.. _. -.. ... _. - -. -. --- - . CRITjCA~ I)EPTH(F~ET) 1. ~ .j",::: C.;:',: 1-) IC;-:'iL. i:'L!:':,:j €.';f<;:~;--;.-::;'.")U;~.jr:E F'EE~J... = .t ~ 6::;:-1 I CF:IT ICI~L.. C F,; J T). l~:.P;L. F :._C)',:J lCiF'...WII)TI~\~EET~ = 9S7 CF: I T I C:;:~L.. f~:LCJ~:,i FLU~'j ..:;:, :-.,_;:~ '.:' ,-.. . I:..... , 1,,--,_ '._ '_'I ,1__. ! L.!;if;::.i'~'; Ul""J, r<JLi:.j:. '::.} . .., -.. ...:...:.'~:.. ..:.' / VELUClfYiFEET/SEC.) /. ..'.J. 1.1 I ~:.. F.; 1. T 1. C-P;L. :.. 1 ;" 11 _ ~ , I....'-'.-~ :/EL.Ul_~.. I -; y' i'-jEt---ll. . ,--.. - " . Cf'C::.::':'! .' -.1 Cj~~; i T I C.f:::;!..... FL()~~; ;=-Lcr~;J hYDRAULIC DEPTH(FEET) 1. ~ "7 i C ! ; IT l;~ r:1L SP~C-JFIC ~t~ERS~tF'EC1} I I FTt2:=.::. F;ETUF"-(]'J t.,::; (,:,:q-(C-l n!_~2 I. --------------------------------'----------_._------------.---.-------------.------- __________________n______________.________._____._____--------------------------- !"-FJF:!'ij,[.)L'- ~)EF'TH FLDl~: I i'~FOF:i';j{..; T I C!N ~ .---.--.--.----.-----.--.-.----.--.-----...-'-.------...-----.--.---.---.-------------------.------.. I 1".~Cjr;I,;IAL. DEFTH (FEET) , ~ ,'-, ~L~0 AREA{SQUARE FEE,) .1 ,,-' ., FLOW TOP-WIDT~~(FEET) .l.U' ,,,. r" L_I_'FJ Ph:E:::;::;UhE: ;:--1(3;' ;f::;)TUj1'j .; ~. .JUi'., r..:.:-.-1 -- -. -, .... ~. '-' ,'-. ..' .' ..:.. ~ .;. -..' I FLOW VELOCITY(FEET/SEC~) "::"-::'. j. ._,~::t t :,~::" .:::;t:.:., F- L~~;~'; \!.::L.I...!i~..1";.f Ht::'l"'I.~_.' \. i- t:::;:.. i' : H'fI)RAULIC: f:~PTH(F.EE'T) I F F~UUL!t::' r'.n_:~Ti::;E:.f\ ::- :~;" ;:..;U.J. SPECIFIC ENE~G:(FEE'T) = J. .~:. ~ ~ ~ .. " ~ '-' ~ .: .: " ~ " ., " " ~ " " " ., " "' "' " "' -' ., "' , ~ ~ " : . " " ,. '.' "." " " " ., ~ " " ~ " " C ~ " .., " " " .. -, .' -," ,'" -7; . , ~ .. .. ",,'--.,-'."",. ..... -. ,:.:,~", ::::.;. ; " " .. " " " . " "' .. "' .' "' ,. . .r " " " _ .. ~ " ~ ., " I: " " ... r. " " " " ., " " " " " " ., " " ~ ., .'.l" """ " 1= PRI!~T CUFRE1~'J' RES~iLTS OJ- ~F're3S RETURI~ tSi C(~!1~lnue} I I I I I I 52-> I I I I I I I I I I I I I I I I I I I 52 ~;~.~:!:~;~.!:~~:~~~~:~~~:~::~:~~~~:~~'~*.~:~;~;~~~:~.~,')'*~~~~~1'.~.1;~~:*~::!'~:~.!:.~:~J' *~:~.~~~. 1- J; [:,~ L.U;:~ ;-i';' l>h;,';l...::...:i.:... . .. .... .i. ;-'ll" ',_, j i.,1 ,. : , ~. '_", j,t'-.:;"'" ..----------.--------.------.-----.---.---. -.----.-------------.--..----- f'}r;E [.lIi~'i;"jE.::T=.F:;,Ft::_~:.T)"n j.n~:::!.! FIPE SLOPE(FEET/FEET) = nO.200 ;: ": ;:::'r'~. i.-i:'\',~ " CF .:",; i _n_ J.":'." i"'!(~UNlt~C:;~::; FF:IC:TIC:J'.: F=-{')':.TDF: = "U.i 1.1 iJ U', _0".... _. _._._ _ _. _ h_ .__ _ 'n" un _ _ _ _n _.n _n..m._ _, _ _. _ __ _ n.' _ __.u _ ... _ _._._ ._._ ....._ ._..... u_ _. - _. - - - _. .", _. __._._._ __ "n - _. - _.._. 'n'''' _.___....________.______._______________...._______...___._____.____..____._________e_____..___.._.__._._ c;~: I T I C:t--:';L'- I>E;::'TH FLCiL'J I !"4!::-CIF\hi~T n=iJ\~:; CRITICAL ~EPTH(FEET) ~ 1. :c:.;, CR17IC~i_ t'l_U:~ AREA~S0l(~RE FEEl) = 1." b::-)U CRITICAL FLOW TOP'-~:IDTH(FEET) = ~ :i .~~, ./ CH J I"" I l~_ {~L FLj':::IV~ F'r::E.:3::,iUF(E .-]- r'~,Jri::::j'~-r L;;'"l ,. F'C:U;'.H:r:::;':' = - - - _.- ~:::_-i':}.. :..:; ./ (:RITICAL FLOW VELOCITY(FEET/SEC..l = 7.411 CF:IT1CAL FLOW VELOCiTY ~1EAD(F~E1) - ,~ C"..1 (:RITICAL FLOW HVDFAULIC DEPTH(FE~T) = 1. 71 !~ n J'( 1 Cr,L F'L.U;,..: :;;::F'E:.C J. F ), !=., Ei".iE::F-\'-~i\~. ;':-c.ET) ..-;:." 1:::' Fre~~; RETURN ~o (:00~lnu~ ===; -------------.-.----------------.------------.------------------------.----.--.-.--- ._--------------_._---_.~------_._-----------------------------------.--.-------.-.--...-. rJUF::;':;:::'iL .-, DEPTH FLO~..j I r.lFC)l~i'''j/~T I c!r~ ~ - __ e.. _ __ _ _. _. _ ~...__ '___"'_ __. __. __._ _._ _- - .... .-. -- - --.... - - -.-.. --.- - .. ~- .,,-.-.- ... _. - --.- -.. - -, -.-, ._-."'- I~ORI~AL DEPTH(FEET) = .1" U..;J ~ ,_.U;!"~ {';F~Efi (:::,C:U;"if(E FE.t::T> ::;: ';; ~LL:~ TOP'-WIDTH(FEET) ~ 1" '.:- f:--L.1J~I,; Ff\E~:-;'.::UhE. + :"iC:";E;'~Tui"i ~ F'!=id!'~.T..:-::.} = .2=::;':;;..1:;':1. ~LljW VELOCITv(FEE-r,SEC.) :::: ".) ~ .:'::;:;::7 ::: c:!!.1 \/i::L(_!C 1'""i i"'jC:Hi; ~ Fi::E T " 1 = .=: (~\=; H"{j>F';'~P:UL I C [.lEf;'Tt..j (Ft::ET J :::: FT~UUI.:E:: r'.L!i-'i.E=Ei::-\: = .!." ?Ut:. S?ECI.FIC ENERGY(FEET) = ...:... ~ ,. '-' " " " ~ ~ ~ ., " " ". " ., .. .' .' .' ., ., ., - ~ ~ .. " ~ .; '.. " "~.,~"""",,..~ ~",,~,,~~..~r.~~"" ~~ ~ :: ~ j'( +:::::-: I..: 1 't..- =~: ,-;.-.~"",_,~_.._,~"", u ~ ~ ~ ~ ~"" I: u.,,, ~,' '_;i-"_._!.'~.'ll":'..""" ~"" ~ ~ =",,::.. ~"" ,. ;: "' " " ~ " ~ ,. , ,,"~~.~~~""""C~' PRIl'JT CURREI'JT RESULTS or (Pr~35 RETUR~ to contlnu~) s~