|
<br />,
<br />bimensiolls:
<br />Structural height.............,...........
<br />Top width. . . . . . . . . . . . . . . . . . , . . . . , . . , . . .
<br />Maximwnbasewidth.................... .
<br />Crest length.............,.............. '-.
<br />Crest elevation. ...."................ ,_.
<br />Volume...-................... .......,.
<br />Spillway: Open crest with a concrete sill 250 ft
<br />wide, 1,830 It)f s capacity.
<br />Power outlet works: 36-in welded sted con-
<br />dllit encased in concrete and 36.in cast-iron
<br />slide ga~es with a capacity of 50 ft) / s.
<br />
<br />Diversion Facilities
<br />
<br />EAS'f FORK DIVERSION DAM
<br />
<br />Type: Concrete w~ir. embankment wings
<br />L::.catiQn: EaSt Fork of Big Creek.
<br />Year complete'd: 1962
<br />Dimensions:
<br />Height above streambed...."... ,_.......
<br />Weir crest length.........................
<br />Total crest length. . . . . . . . . . . . . . . . . . . . . . . .
<br />Weir crest elevation.. ....,..............,
<br />Volume (concretd.......................,
<br />Volume hota.Il..........,.......,..
<br />Sluiceway: 6-ft-square radial gate.
<br />Headworks: 3.ft-square slide gate.
<br />Diversion capacity... ............. ,......
<br />
<br />LEON CREEK DIVERSION DMt
<br />
<br />~
<br />
<br />Type: Concrete ogee
<br />~tion: Leon Creek about 8 mi east of
<br />Collbran, Colo.
<br />Year completed: 1960
<br />Dimensions:
<br />Height above streambed ,...,. .....,......
<br />Weir crest length ....,.. ,......... ..... '"
<br />
<br />Crest length.............................
<br />Crest elevation................,..,.. ....
<br />Volume.................. .......,......
<br />Overflow weir capacity..............,.....
<br />Headworks: Concrete with three 5~{t-square
<br />control gateS.
<br />Diversion capacity.,.,....,.. '.... .......
<br />
<br />P ARK CREEK DIVERSION DAM
<br />
<br />Type: Concrete ogee
<br />Location: Park Creek, about 8 mi east of
<br />Collbran, Colo.
<br />Yearconipleted: 1960
<br />DiOlenaions:
<br />Height above streambed...... ,...........
<br />Weir crest length....,.,..........,.......
<br />Crest length ....,...... ,. ................
<br />Crest elevation .. '" .........,... ........
<br />Volume..........................,.... .
<br />Overflow weir capacity,.......,.,.........
<br />Hea.o.works: Concrete with three 40ft-square
<br />control gates.
<br />Diversion capacity.,.....................
<br />
<br />Carriage Facilities
<br />
<br />LEON-PARK FEEDER CANAL
<br />
<br />Location: From Leon Creek Diversion Darn
<br />to Park Creek and from Park Creek Diver-
<br />sion Dam to Vega Reservoir.
<br />Construction period: 1960-61
<br />
<br />.
<br />
<br />38
<br />25
<br />180
<br />1,500
<br />9800,7
<br />15,000
<br />
<br />8
<br />29
<br />120
<br />9863.2
<br />144
<br />I,()()()
<br />
<br />It
<br />It
<br />It
<br />It
<br />It
<br />yd'
<br />
<br />It
<br />It
<br />It
<br />It
<br />yd'
<br />yd'
<br />
<br />30 ft3/S
<br />
<br />10 It
<br />51 It
<br />230 It
<br />8026.0 It
<br />2,0()() yd3
<br />2,000 ft3/S
<br />
<br />350 leis
<br />
<br />8 (t
<br />16 It
<br />14!llt
<br />8020.2 It
<br />1,000 yd3
<br />700 ft3/s
<br />
<br />ISO ft3/S
<br />
<br />Length ................. . .............
<br />Final capacity....... ... ... .........
<br />Typical maximum section ( ed):
<br />Bottom width... ,......... ....... ,. .....
<br />
<br />Side slopes............. ,. ...............
<br />Water depth ............................
<br />
<br />SOUTHSIDE CANAL
<br />
<br />Location: From Vega Dam westerly to a point
<br />on Mesa Creek 3.25 mi south of Mesa.
<br />Colo.
<br />Construction period: 1959.60
<br />
<br />Length .................................
<br />Initial capacity..... .....,....,.....,....
<br />Typical maximum aection (unlined):
<br />Bottom width.,....,.. ......,...........
<br />
<br />Side slopes ..... ,..... ,.....,......... _.'
<br />Water depth.............."............
<br />
<br />SOUTHSIDE TUNr\EL
<br />
<br />Location: In divide between Salt and Tea
<br />Creeks on alinernent of Southside Canal.
<br />Construction period: 1958-6(J
<br />
<br />Length..... _...,.......,...............
<br />Capacity '....,.,.......,....,.... - . . . . .
<br />Cross section: Horse!lhoe
<br />Height........,..... ,...... ............
<br />Width .......,....................... ..,
<br />Lining: Concrete, thickness. . . . . , . . . . . . . . . .
<br />
<br />EAST FORK FEEDER CANAL
<br />
<br />Location: From East Fork westerlv to Bon-
<br />ham Reservoir. .
<br />Construction period: 1961.62
<br />Length .................................
<br />Final eapacity . . . . . . . . . . . . . . . . . . . . . . . . . . ,
<br />Typical maximum !lection (unlined)
<br />Bottom width ... " .........,............
<br />Side alopea ,..... ,.......,........ ,......
<br />
<br />Water depth............................
<br />
<br />BONHAM-COITONWOOD PIPELINE
<br />
<br />Tn.e: Preten~ioned reinforced concrete
<br />pressure pipe
<br />Location: From Bonham Reservoir north-
<br />west and from Cottonwood Reservoirs No.
<br />1,2,4, and 5, ano. DeCamp, Kiuon, Little
<br />Meadows, and Big Meadows ~eservoirs
<br />north to a junction with Upper Molina
<br />penstock. .
<br />Construction period; 1959-62
<br />Diversion capacity (rnax.) .........,..,...'
<br />Bonham section:
<br />Maximumcapacity. ,. ..... ....,.......,..
<br />
<br />Length .................................
<br />Diameter:
<br />(Min. inside) .......,....................
<br />(Max. inside}.......... ......... ,........
<br />Cottonwood section:
<br />Maximum capacity.......................
<br />
<br />Length................................ .
<br />Diameter:
<br />IMin.I.................................
<br />IMax.I.................................
<br />
<br />2.7 mi '_0:(.) ;1;
<br />350 ft~!s ~"/ '"
<br />12 It iG
<br />1.5,1
<br />5.8 It 5.(...
<br />
<br />32.8 mi
<br />24!l fe/s
<br />16 It
<br />1.5:1
<br />4.4 It
<br />
<br />2,389 It
<br />24!l ft3/S
<br />6.25 It
<br />6.25 It
<br />3.5-7 in
<br />
<br />1.3 m;
<br />35 ft3/s
<br />4 It
<br />1.5:1
<br />2,4 It
<br />
<br />50 ft3/s
<br />50 ft~/s
<br />5.4 mi
<br />31 in
<br />33 in
<br />28.3 ft3/S
<br />4.2 rni
<br />18 in
<br />36 in
<br />
|