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<br /> <br />"'~'i'1,q() <br />t' '.J~. "-' ", <br /> <br />PAONIA DAM AND RESERVOIR <br />MUDDY CREEK, COLORADO <br />PERTINENT DATA <br /> <br />GENERAL <br /> <br />Orail\age "'rea I SQ mi} <br />"luddy Creek at dam si to . . . . . . . . . . . . . <br />Horth Fork Gunnison Rjve~ near Somerset. Colorado <br /> <br />Flows at Dam Site <br />Average annual runoff (ac-ftl <br />Averaqe dai Iy flow lefsl. . . <br />Rec:oraed peale f1 ow I cfs l. . . <br />Recorded mi n imum floW' (efs) . . . . . . <br />Spillway design flood peak inflow {chI. . <br />Spillway design floOd 1S-day volume (ac-ltl <br /> <br />[IAiI (zoned earth and rockfil1J <br /> <br />Maximum height above streambed lftl <br />Crest eleva-t.ion (ft /IIsl) '" <br />Crest l::ngth (ftl . . . . . . . <br />Crest width (ft I ....... . . . . . <br />Freeboard above spillway design flood pool (ftl <br />Total =r~bankment volume (c.y./ <br /> <br />170 <br />6.U60 <br />770 <br />35 <br />5.9 <br />1.~02.000 <br /> <br />SPI LLWAy <br />lUneontrol1ea ogeo creet and open Chute) <br />location . . . . . Right <br />Crest I enqth (ft) . <br />Crest elevation (ft msl) <br />Cnannel I enqth (ftJ . . . <br />Cnannel width (ft) <br />Oischar~e r.a~~city (cfs) <br />at ~levlHion (ft ~slJ <br /> <br />abutment <br />209 <br />6.~U7.5 <br />U71 <br />~O to ~2 <br />12.600 <br />6U5U.1 <br /> <br />" <br /> <br />OUTLET WORKS <br />Right abutment <br /> <br />loce.tiQn <br />IntaKe ~tructure <br />Typ~ . . . . . <br />Top elevation (ft mslJ <br />Sill ele....ation lit mal) <br />Inside diameter 1ft) <br />Conduit I intake tower to gates) <br />Type . . . . . <br />LO"9'h 1ft! . . <br />Inside diameter (ft! <br />Emergency Gates <br />Type . . . . . <br />NUl'lbe,. ano size <br />Control Gates <br />Type . . . . . <br />Humbe,. and size <br /> <br />2116 <br />5~1 <br /> <br />105.800 <br />1U6 <br />3.UOO <br />8.~ <br />13. ~OO <br />19.700 <br /> <br />RESERVOIR <br /> <br />Ele....ation (ft rns1) <br />I1ln Imum 1)001 ....... <br />Joint use 1)001 (bottom) . . <br />Ho,.mal full 1)001 " <br />Sl)illway design flood pool <br /> <br />A,.ea (acres) <br />Minimum pool ..... .". <br />Joint use pool {bottomJ . . <br />Kormal full pool. . . . . . <br />Spillway design flOOd pool <br /> <br />Storage cal)8city (ac-ft) <br />Hinlmum Dool ..... <br />Joint use pool lbottomJ <br />No,.mal full pool ..... <br />Sl)illway design flood pool <br /> <br />Conc,.ete towe' with closure bulkhead <br />6.368.5 <br />6.358.0 <br />6.0 <br /> <br />p,.essure" tunnel <br />579 <br />11.0 <br /> <br />Hi-p,.essure slide <br />2-2' 9" x 2' 9" <br /> <br />Hi-pressure sl ide <br />2-2' 9" x 2' 9" <br /> <br />Conduit (gates to <br />Type <br />length (ft) . . <br />Si Ie {A.rc"l . . <br /> <br />Discharge capacity fcfs) <br /> <br />stilling basin) <br />. . . . . . . Free flow tunnel <br />U10 <br />10' 6" , 10' 6" <br />1.200 <br /> <br />6362.0 <br />6~73.0 <br />6Ull7.5 <br />6115U.1 <br /> <br />95 <br />120 <br />~~U <br />358 <br /> <br />2.800 <br />~.990 <br />'20.950 <br />2~.230 <br />