|
<br />()G20
<br />
<br />12
<br />
<br />Sluiceway: One 5. by 3-ft cast iron slide
<br />gate with pedestal lift.
<br />Headworks: One 5-ft-square c8st iron slide
<br />gate with pedestallif~.
<br />Capacity... ..........:....... ............
<br />Spillway: Conc;rete gravity
<br />Capacity. ................. .............
<br />
<br />NORTH CUNNINGHAM DIVERSION STRUCTURE
<br />
<br />Location: On Cunningham Creek about 6 mi
<br />east of Norrie Colo.
<br />Construction period: 1976- (Under con-
<br />struction)
<br />Dimensions:
<br />Height of structure .......... .... ,........
<br />Inlet size...............................
<br />Inlet elevation. . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Sluiceway: One loft-square cast iron slide
<br />gate with flush bottom opening, motor-
<br />operated lift stem.
<br />Headworks: One 2.5-ft-square cast iron slide
<br />gate, motor-operated lift and stem.
<br />Capacity ...............................
<br />Spillway: An embankment dike, which flows
<br />into concrete drop inlet.
<br />Capacity ...............................
<br />
<br />CARTER CRF.EK DIVERSION STRUCTURE
<br />
<br />Location: On Carter Creek, 7 mi east of Nor-
<br />rie, Colo.
<br />Construction period: 1976- (Under con-
<br />struction)
<br />Dimensions:
<br />Height above streambed...... ............
<br />Weir crest length.........................
<br />Total crest length. . . . . . . . . . . . . . . . . . . . . . . .
<br />Weir crest elevation.... ..................
<br />Spillway: Gated structure leading to an
<br />overflow weir.
<br />Capacity ...............................
<br />Sluiceway: 7- by 8.5-ft cast iron radial gate,
<br />a 24-in-diameter concrete pipe bypass, and
<br />a 2-ft-square cast iron slide gate.
<br />Headworks: A 5-ft-square cast iron slide
<br />gate with pedestal and stem hoist.
<br />Capacity ...............................
<br />
<br />SAWYER DIVERSION STRUCTURE
<br />
<br />Location: On Sawyer Creek, 4.5 miles south
<br />of Norrie, Colo.
<br />Construction period: 1970-73
<br />Dimensions:
<br />Height above streambed..... .............
<br />Weir crest length.........................
<br />Total crest length. . . . . . . . . . . . . . . . . . . . . . . .
<br />Weir crest elevation......................
<br />Spillway: Dikt- embankment with a concrete
<br />inlet.
<br />Capacit)' ....""..............",......
<br />Sluiceway: One Soft-diameter cast iron slide
<br />gate with a non projecting: lift.
<br />Headworks: On(' 2,S-ft.diameler cast iron
<br />slide gate with a non projecting lift.
<br />Capacity ..."",....,...".,.".....,"
<br />
<br />MII)WAY CHEEK DIVEIISIOr.; STHUCTUHE
<br />
<br />Location: On Midway Creek. 7 mi enst (,f
<br />Aspen. Colo,
<br />Construction period: IlJ7(1-IUndercon-
<br />struction I
<br />
<br />Fryingpan-Arkansas Project
<br />
<br />150 fta/s
<br />
<br />Dimensions:
<br />Height above streambed .,.,.,.'"""...
<br />Inlet size :.""""""...........",...,
<br />O~erfl~w 1veir I~ngth.,........."",.,..,
<br />DIVerSion r-levatJon . . . . , . , , , , , , , , , . , . . . . . .
<br />Overflow ",eir length,.",...",.,........
<br />Weir cres~elevation .""....",.,........
<br />Spillway: A gated structure with an H-ft
<br />diversion channel leading to an 8-ft-
<br />diameter vertical shaft.
<br />Capacity "".,...,.......",......"...
<br />Sluiceway: One HI- by 12.ft cast iron radial
<br />gate with n walled channel.
<br />Headworks: One 5-ft-square cast iron slidl:'
<br />gate with motor-operated lift and stem,
<br />Capacity!".....""",.,.......",.... .
<br />
<br />MIDDLE GU~NI~GIIAM DIVEIlSIOl'\ S'J'HucnIHE
<br />
<br />510 ft3/s
<br />
<br />12 It
<br />6 by 10 It
<br />10,084.36 It
<br />
<br />30 ft3/s
<br />
<br />Location: On Cunningham Creek, 5.5 mi
<br />east of Norrie, Colo.
<br />Construction period: 1976-lunder con-
<br />struction I
<br />Dimensions:
<br />Height ab'ove streambed..,."......."",
<br />
<br />Inlet length. . . . . . . . . . . . , . . . . . . . . . . . . . . . .
<br />Diversion :length , ........... , ........., ..
<br />Diversion 'elevation .................""..
<br />Spillway: A gated structure with a5.ft-
<br />square ~iversion channel leading to a ver-
<br />tical sh*ft.
<br />
<br />Capacity I..............""'..........,.
<br />Sluiceway: One 5- by 9.ft cast iron radial
<br />gate into a walled channel.
<br />Headworks: 4-ft-square cast iron slide gate.
<br />with motor-operated lift and stem, to a
<br />30.in feeder conduit.
<br />Capacity ..,.........."...........,.,..
<br />
<br />30 fels
<br />
<br />8 It
<br />25 It
<br />50 It
<br />10,130.25 It
<br />
<br />100 fels
<br />
<br />MOHMON ~HEEK DIVEIlSIO!'i STHUCTUHE
<br />
<br />Location: bn Mormon Creek, 6,5 mi east
<br />of Norrie, Cola,
<br />Construcdon period: 1976- (Under con-
<br />structiol:ll
<br />Dimensions:
<br />Height above streambed................,'
<br />Inlet size........""...,...........""
<br />Overflow weir length........."....,"'"
<br />Div.ersion rlevation . . . . . . . , . . , . . . . . . , , . , . .
<br />Weir lenglh ..... ......"""......" .,..
<br />Weir crest elevation........,......", ....
<br />Spillway: ~ gated structure with a 5-ft-
<br />square ~iversion channel.
<br />Capacity I.,........."'........."'.....
<br />Sluiceway;: One 5- by lO-ft cast iron radial
<br />gate. I
<br />Headworks: One 4-ft-square cast iron slide
<br />gate with a motor-operated lift and stem,
<br />to one 3-ft-diameter feeder conduit.
<br />
<br />Capacity ...",.......'",.........','..
<br />
<br />100 ftl/s
<br />
<br />6 It
<br />20 It
<br />50 It
<br />10.084.5 ft
<br />
<br />:~o ft3/s
<br />
<br />No NAM~ CREEK DIVERSION STRUCTURE
<br />
<br />30 ft.1/s
<br />
<br />i
<br />Location:jOn No Name Creek, 5.5 mi
<br />east of f\spen, Colo.
<br />Construction period: 1976- (Under con-
<br />struction)
<br />Dimensions:
<br />Height above streambed...... ............
<br />Diversion elevation.......................
<br />Weir length ................ ...........,.
<br />Weir crest elevation... .,..... ..........."
<br />
<br />12 It
<br />10 It
<br />20 It
<br />10, lB6. 7 ft
<br />50 ft
<br />10,190.2 It
<br />
<br />85 ft3/s
<br />
<br />85 ft3/s
<br />
<br />10 It
<br />25 ft
<br />40 It
<br />10.042.5 It
<br />
<br />50 ftl/s
<br />
<br />50 ft3/s
<br />
<br />10 ft
<br />5 by 5 It
<br />15 It
<br />10.092.0 It
<br />25 It
<br />10.094.65 It
<br />
<br />60 ft3/s
<br />
<br />60 ft3/s
<br />
<br />13 It
<br />10,167.0 It
<br />26 It
<br />10,170.5 It
<br />
|