Laserfiche WebLink
<br />Colorado-Big Thompson Project <br /> <br />23 <br /> <br />", <br /> <br /> <br />works stilling basin <br /> <br />o <br />C) <br />~ <br /> <br />t. ...\ <br />OJ <br />(..n <br /> <br />EI. <br /> <br />5' Dry rock paving to top of concrete <br /> <br />Me Queary Ditch control works <br /> <br />I <br />~ <br /><:",,,, / <br />~,~ .,. <br /> <br />" <br /> <br />/'"".'\ <br />"'\., '. <br /> <br />, <br />------- <br /> <br />Access road~ ~ <br /> <br /> <br />/~~~.~ ~~/ .~ <br /> <br /><:/>'" -.', <br />Connection to 9>1>((\9 . .-:;..> '. <br /> <br />08 M road alinement /Pump canal' h';adworks <br />" ' " <br /> <br />outlet portol <br /> <br />house <br /> <br />/" <br /> <br />'- <br />-----.. . <br />Intake chan~~~?\ <br /> <br />Intake structure <br /> <br />EMBANKMENT EXPLANATION <br /> <br />(0 Selected clay, sand, and gravel compacted'- by <br />tamping rollers to 6 -inch layers. <br /> <br />o Selected sand, gravel,and cobbles, compacted by <br />crawler type tractors to 12-inch layers. <br /> <br />'p, . . .? 'p ICf'O <br />SCA.LE OF FEET <br /> <br />Tunnel inlet portal <br /> <br />GENER~L PLAN <br /> <br />Diversion inlet channel <br /> <br /> <br />Chain link <br /> <br />Max. W. S, EI. 8132 \ <br />Nor. W.S, EI. 813':l. ---1- 3' Riprap <br /> <br />Min,w.s.E1.8077~080 ..i2r "?>'.\ ..<,"',"'< .'>,;'. <1-:.. <br /> <br />''"'' .' ',02"< ~J~it<~;~~~~ <br /> <br />-+j 80' <br />MAXIMUM SECTION <br /> <br /> <br />j1{:f-- <br /> <br />2 -8'x 7' Top seal radial gates <br />20 0 20 <br />t I., r I <br />SCALE OF FEET <br />PROFILE OF PUMP CANAL HEAOWORKS <br /> <br />'fESERVOIR ARU - ACRES <br />o 100 200 300 400 500 800 7w <br />RESE:RVOIR CAPACITY - THOUSANDS OF AC"f Jl"fET <br />o 2 4 12 14 <br /> <br />Original ground surface <br />Intake structure <br /> <br />Shaft house <br /> <br />1140 <br /> <br />Diversion inlet channel EI. 8038 <br /> <br />-No/'. ws. EZ 8/30 71-611 Die. circular <br />IO,5~~ A.To <br /> <br /> <br /> <br />T. W, EI. 8034.5 <br />Q = 2050 d.s. <br /> <br />~ <br />u <br />~ <br />ii: 11080 <br />~ <br />~ <br />; .010 <br /> <br /> <br />'IZO <br /> <br />roo 0 JOO <br />l, I I r I <br />SCALE OF FEET <br /> <br />'100 <br /> <br />PROFILE ON f OUTLET WORKS <br /> <br />Nor, <br /> <br />EI. 8128, <br />W.S. EI. 8130-~ . <br /> <br />EI. 8118 ') <br /> <br />5=.02542 <br /> <br />r~Chain link fence <br /> <br />~ <br />. "'; l <br /> <br />300 600 900 1200 ISOO lIDO 2100 <br />OUTLET DISCHARGE - CUBIC !l'ur PEIIt SECOND <br />DIVERSION DISCH""G!: - CUBIC FE!T PU 'ECONO <br />o I Z 5 <br />SPILLWAY DISCHARGE - THOUSANDS OF CUSIC FEET PElt SECOND <br />AREA-CAPACITY-DISCHARGE CURVES <br /> <br />50 0 00 100 <br />/....1 I I <br />SCAlf OF FEET <br />PROFILE ON f AUXILIARY SPILLWAY STRUCTURE <br /> <br />Willow Creek Dam, Plan and Sections <br />