... - - .. --.. Central Arizona Project Tucson Aqueduct United States Department of the Interior Bureau of Reclamation . .. .. .. .. - .. Reach 3 May, 1982 Reach 4 April, 1984 Reach 5 June, 1983 - - • .r • • • .. . . . .. . . .. r I I! d I' I i•"' fa !~ ~~ f . It tT I· . ·'!h· r' rr ! i I i >- It rI !f )*' j ' •I I I -1fl+Htil I , ... .. .. .. - .. .. -.. .. - .. - INPUT DATA FOR FLOOD ROUTING TUCSON AQUEDUCT REACH 3 STATION STRUCT. SIZE TYPE 59+25 90+00 125+50 159+50 184+00 216+00 249+75 Pipe oc 60" Pipe oc 60" Pipe oc 60 Pipe oc 60" Pipe oc 60" Pipe oc 60" Pipe oc 60" 304+00 342+00 360+65 392+75 Pipe Pipe Pipe Pipe 459+00 472+00 527+00 564+50 578+00 650+00 692+75 INVERT ELEV. CREST BLBV. STORAGE CAPACITY DATA BLEV. AC.FT ELEV. AC.FT. 2048.50 2048.50 2048.50 2048.50 2048.50 2048.50 2048.50 2060.0 2060.0 2060.0 2060.0 2060.0 2060.0 2060.0 2052 2056 2060 2064 0 182 1087 2429 2054 2058 2062 73 571 1706 2047.40 2047.40 2047.40 2047.40 2060.0 2060.0 2060.0 2060.0 2050 2054 2058 2062 0 147 696 1488 2052 2056 2060 2064 33 391 1061 1976 60" Pipe Pipe Pipe oc oc oc oc oc oc oc 2-72" 2046.10 2060.0 3-72" 2046.10 2060.0 2-72" 2046.10 2060.0 2046 2050 2054 2058 0 25 90 199 2048 2052 2056 2060 9 52 139 314 Pipe Pipe Pipe Pipe oc oc oc oc 3-72" 3-72" 3-72" 3-72" 2046 2050 2054 2058 0 61 210 991 2048 2052 2056 2060 17 125 407 1674 60" 60" 60" 2046.00 2046.00 2046.00 2046.00 2062.0 2062.0 2062.0 2062.0 -- r - - .. - -- .. .. .. - INPUT IlA1'A Pm tinT 1m abEAPBS '1U3:Ji' M:JJIID(Cl' - RI!ACil 3 STATICtl AREA Sq.Mi. 59+25 90+00 125+50 159+50 184+00 216+00 249+75 GRAPH C3ANNEL CI!N11I:lm SCS/PI HUes M:I.J.es SUH tttm.. aJRVE No. PRE.CIP!TATIQl 3-hr lOG-1%" so-71" 29.43 SQI 11.61 5.45 82.3 66 3.70 3.32 3.27 9.96 SQI 8.67 3.05 86.5 60 3.70 3.32 3.27 304+00 342+00 360+65 13.66 scs 15.98 6.44 125 71 3.70 3.32 3.27 392+75 7.56 sc:s 7.25 3.01 85.5 60 3.70 3.32 3.27 459+00 472+00 527+00 20.51 PI 15.14 7.95 85.5 76 3.70 3.32 3.27 564+00 578+00 650+00 692+75 16.31 SQI 12.18 5.62 184 80 3.70 3.32 3.27 27.25 SQI 10.38 3.94 199 79 3.70 3.32 3.27 -- - - - -- - - -,.... - PHECIPITATIUN fHf.UUENtY VALUES FOk lONE. NUMUI:.U= 7 LAT ITUOE UUHATION LONijllUDE J2.JON IUC~ON AUUEUUCT R-I HAHANA AREA lll.OOW ELEVA TIUN PETUHN PERIOU 25-YR SU-YH 2500 FEET . ~-YR 5-YR 10-YR 5-MIN • 35 .45 .>J .6) .10 .7H 10-HIN .54 .70 .H2 .97 t. 09 1.21 1·'9 IU-HIN 15-HIN .69 .eo 1.03 1. 23 1. Jd I. ~4 1.89 1>-MIN 30-HIN IOU-YH 500-YR .~ >-MIN ••• 1. 24 1 •• ) 1.1o 1. 92 2.13 .Ceb2 JU-MIN 1-HR lo21 1.51 1.81 2.16 2.lt3 2.b9 3.3} 1-HR 2-HFr }.33 1.7~ 2.uJ 2.42 2.73 3.041 3.74 2-HH 3-HR }.42 l.Ab 2.11 2.60 2.93 3.27 lteOJ ~-HR 6-HR }. 57 2.09 2.41t z.~o~. 3.32 3.70 ~t.se tt-HR 12-HR }.7ft 2.lft 2.75 J.J~ 3.76 4.2Cl s.zz 1~-HH 24-HR }.90 2.59 J.os 3.70 .r,.lO 4.70 ~.as ~lft-HR r - . -.. ... -- ... - - I -,~ \lt I I tr I ! i ! ( i i q r + +! // I ' i II i -J< 1:' i I ' i ! I I ,J, • •! '1'I :: ~ ~ > ~< "" "" "" r -. -- INPUT DATA FOR FLOOD ROUTING TUCSON AQUEDUCT REACH 4 STATION STRUCT. SIZE TYPE INVERT ELEV. CREST !!LEV. 154+00 212+50 Pipe OC 4-72" 2036.00 2046.5 Pipe OC 2-72" 2032.00 2046.5 2032 2063 2040 2044 2048 0 13 359 1594 3517 2034 2038 2042 2046 3 32 896 2462 385+00 Pipe OC 36" 2108 2112 2116 2120 0 12 301 972 2110 2114 2118 2122 14 "" .. - -... ,.. I STORAGE CAPACITY DATA ELEV. AC.FT EL.!!V. AC.FT. 2108.00 2118.0 3 599 1439 448+35 Pipe OC 72" 2109.00 2118.3 2109 2112 2116 0 66 246 2110 2114 2118 17 149 413 514+50 579+00 Pipe oc 2-72" 2109.00 2118.5 Pipe oc 2-72" 2109.00 2118.5 2109 2112 2116 0 306 1225 2110 2114 76 689 606+00 Pipe oc 4-72" 2108.00 2117.5 2108 2112 2116 0 34 146 2110 2114 9 78 726+40 Wash S 28'8" 2180.88 2187.0 2181 2184 2188 0 9 44 2182 2186 2190 2 23 103 743+80 787+00 806+00 Wash Wash Wash s s s 58'0" 2180.75 2187.0 58'0 2180.40 2187.0 58'0" 2180.25 2187.0 2180 0 2184 31 2188 167 2182 2186 2190 5 84 279 11 -.. .r INE'!1l' STATIQI ... -"' "' ... .. .. ,.. i ~ tu::sc:fi AREA Sq.Mi. 725+00 810+06.84 RR tlNIT Bt\O&G!I.PBS AQJI!IliJCT - REAcH CiW'H aJANNEL CF.NtBOm SUR Miles SCS/PI Miles tt/ld.. CURVE No. 4 PIU!CIPlTATIIl PEl' JO[) 10-YR 25-'tR :50-'tR .?-'tR 5-'t'R . J,; .47 -~4 • 6:5 .~:5 • 72 • 84 • ';'9 . .92 100-YR 508-YI! • 73 .&1 1. 88 1. 91 1. 13 1.26 1.56 l I. 06 1. 27 l. 44 1.69 1. '7 I 3 19-I'IIH .97 I. 27 l. 48 1.77 I. 9!.1 2.21 2.73 1-HR I. 23 I. 61 I. 87 2.23 2.52 2.88 3.46 2-HR2-Hit I. 3:5 I. 7!1 2.88 ~.:59 2.8.2 3.14 3 •• , 3-HR I.H I. :91 2.23 2. 68 1.02 3.37 4. 17 6-HR I. 60 2. I~ 2.59 3. 01 3.41 3.80 4.71 12-HR 12-HR 1. 7'8 2.33 :i:.80 3.37 1.82 4.:i:6 5.28 ~4-HR a. 95 <.63 J.o~ 3.73 4.2.1 4.7.2 5.86 1!-11111 1-HR 3-HR 6-HR 24-HR ..,_ . .. . ........ ,, ...7, • . . . . of Recla.Jnauon n J(. APAH.S "NKD •v DIE.TAIU Tu(.~- 9/t6 A'f I DATI ..IIIIOJECT DATI 'EATUfll lf~a.d.._ ~MIIT_O, 4 .. . ... . -... . . . . r- • ,-., vu-.f ~/e, cr.-.s.f «1~ . .cf..."/~ C~;fv C'-rv~ ~/ .;10 5 .z X>J.., c. .20 .3 .:0 3 8 0 3 I3 J2 .351 ,1.040 .20-42. ~() 14,:2()4(. ,.)4~;) .JM! .3-rl 7 8'1? J.sY1 fJ<... # .. .. _r - - -- - .. - - - r - -... . ' ; I ~ 0~ l H\••H!ft li'1 I II ' I. p i • ' tf~ ol rr Jl - -r - - - ,. --. .. .. . - . I"" INPUT DATA FOR FLOOD ROUTING TUCSON AQUEDUCT REACH 5 STATION STRUCT. SIZE TYPE INVERT l!LBV. CREST ELEV. STORAGE CAPACITY DATA ELBV. AC.FT ELEV. AC.FT. 129+79 Box Siphon 262' lone. 156+39 Box Siphon 242' lone. 168+69 Box Siphon 732' lone. 197+64 Box Siphon 242' lone. 212+14 226+44 257+10 Box Siphon 252' lone. Box Siphon 237' lone. Siphon 810' lone. 283+50 291+00 Pipe OC 5-72" 2381.00 2391.5 Pipe OC 5-72" 2381.00 2391.5 2381 2384 2388 2392 0 23 126 311 2382 2386 2390 3 64 208 349+00 Pipe OC 72" 2381.00 2391.5 2381 2384 2388 2392 0 64 351 867 2382 2386 2390 7 179 580 415+50 425+50 Wash Wash 36'6" 2381.00 2391.0 36'6" 2381. 00 2391.0 2381 2384 2388 2392 0 22 137 697 2382 2386 2390 5 52 388 s s -- -r - --,.. .. .. - l'k CT Rl.ACil I l'A1" WI~ l'ttl:il.~l:.tiC f VALUI::S !" IJ}( l'UC!:H.Jtl fLII ZOIU:: IWrHd:k= LAT ITUhl: LOUIJ 1 TUDI:: 3:! .13U , t: Ll:: ~~ A1 llJtl i l l . lOW :.!t.OO fEET J•OINT LJALUI.:S DURAT IOt~ :!-Yfc :)- "fii: r(EtUf.IN i'l::k{OJ'I '.!:l-YR 11)-YJ< :.,o-n~ 100-'{fj '500-YR ~-HIU 0.3CJ O,'JO 0. ~..../ 0,(,(1 0,'/fo O.lf4 1 • 0:.-t ~-Hltl 1 0-H HI 0. G l o.·n 0. tt•J 1. lj;j l.lll 1 • :11 1.60 lO··HIN 15-Hllt ().'l't o.•.dr J :I l • ~.,; .. ).:.,o 1 • (.ll ;1. 0::1 J:.--HIN 30-t1 !tl l. Ob I , .Ill l.::.ill l.tJ:i '.!. r)/ ~.JO 2.t12 JO-MlH 1--IUC l. 3:• '/~ .•• 911 ;!,:H ~: • f..::! :~. IJ) :c.~~~ 1-lff< 3-HR l. 1'.J l . •J"J :! :J :J. •Jii ~~. ::!1-1 ' . 0:1 :!·Ilk 3-Hit ).~~ :~ (.' (. ::. :u: ;1.1::1 ), J (I :J,!,:i 1.31 3-ltk G-H~ .I , :IIi ·.!.:H 'J .f•ti J.'ll) 'J • 1)1) 1.00 "- ');~ CJ ·III< ll-H}t 1. ~lJ :•.t~IJ ::S.OJ ::~.:.,';.1 r..o::.. 4.:...0 :3.::.4 1 :J4-UR ".!.20 :~. ~7 ;j • ;J ·1 3. '}') 1. ;o;o ;,;j.OQ 6.1G 2i··llk .. . ) 0 2. ~). 0 ... :..:-me ""'----------------------------~--------------- -- • r - - .. .. .. -"" - - - lM'!J'l' llr\TA FCR tiNlT IIYI2:XliWm 'lU:SCif AQ.IEDix:T - RI!ACil 5 STATial AREA QW'H CBANNI!L Sq.Mt. SCS/PI Miles ammm Miles SIDPE ft/mi. CliRVE No. PRECIPITATIQl 1oo-:rr so-:rr 3-hr • • 129+79 156+39 168+fi9 197+fi4 212+14 226+44 11.29 • • • scs 5.41 2.88 225.6 83 4.00 3.60 3.53 257+10 2.39 2.39 1.26 83.1 10 4.00 3.60 3.53 283+50 291+00 5.70 scs scs 5.94 4.56 205 81 4.00 3.60 3.53 349+00 2.50 5.87 2.85 208 75 4.00 3.60 3. 53 415+50 425+50 11.05 6.38 3.26 112.8 77 4.00 3.60 3.53 • .. scs scs , ~· \ 6678 ® 59® 60 ® 61 ® 62 ® ® 64 L-o (.ll.~\o 63 ® ~ c\\ <;.L~t(v-J{ rro\V\-\s 65 ® V\ 68 ® ® 12 ® 19 19 ® ?9 80 .. 81 82 84 • 44 ~ 85 ~ 45 -@ L.l ?9 • 80 81 82 84 • 44 85 ~ 45 5453