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<br />Laterals............................... .
<br />tnal rehabilitation by district. . . . . . . . . . . . .
<br />imatic Conditions
<br />
<br />Annual precipitation ... . . . . . . . . . . . . . . . . . .
<br />Temperature:
<br />Maximum." ,................. '. ... _,..
<br />Minimum......... ........,..".......,
<br />Mean ................................'.
<br />Growing season..........................
<br />Elevation of irrigable area.................
<br />
<br />ENGINEERING DATA
<br />
<br />Water Supply
<br />
<br />FLORIDA RIVER
<br />
<br />Drainage area at Lemon Dam..............
<br />Annnal discharge at Lemon Dam:
<br />Maximum (l94Il ................... ..,..
<br />Minimum 119341............,............
<br />
<br />Average,....",... ... ....,'............
<br />
<br />Storage Facilities
<br />
<br />LEMON DAM
<br />
<br />Type: Rolled earth and rockfill
<br />Location: On Florida River, 14 mi north.
<br />east of Durango, Colo.
<br />Construction period: 1961-63
<br />Reservoir, Lemon:
<br />etal capacity....... ....................
<br />~tive capacity to El. 8148 ................
<br />Surface area. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Dimensions:
<br />Structural height.........................
<br />Hydraulic height.................. .. .....
<br />Top width. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Maximum base width.. .. .................
<br />Crest length . .... ........................
<br />Crest elevation. .........................
<br />Total volume. . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />Spillway: Ungated concrete ogee, approach
<br />channel, concrete inlet structure, open con-
<br />crete chute, concrete stilling basin, and
<br />outlet channel.
<br />Crest elevation. . . . . . . . . . . . . , . . . . . . . . . . . .
<br />Capacity ...............................
<br />Outlet works: 9-ft horseshoe-shaped tunnel,
<br />controlled by two 2.25-ft-square high
<br />pressure gates.
<br />Capacity ...............................
<br />
<br />.
<br />
<br />14,] mi
<br />50 mi
<br />15,8 in
<br />101 of
<br />-38 of
<br />46 of
<br />112 days
<br />7000.0 It
<br />
<br />67,6
<br />
<br />mP
<br />
<br />143.870
<br />25.170
<br />65,833
<br />
<br />acre.ft
<br />acre~ft
<br />8cre.ft
<br />
<br />40,]46 acre~ft
<br />39,030 acre-ft
<br />622 acres
<br />284 It
<br />215 It
<br />30 It
<br />1,170 It
<br />1,360 It
<br />8167,0 It
<br />3,042,000 yd'
<br />
<br />8167,0 It
<br />9,600 ftl/s
<br />
<br />900 ftl/s
<br />
<br />02B4
<br />
<br />Florida Project
<br />
<br />Diversion Facilities
<br />
<br />FLORIDA FARMERS DIVERSION DAM
<br />
<br />Type: Concrete overflow weir, embankment
<br />wing
<br />Location: On Florida River, about 7 mi east
<br />of Durango, Colo.
<br />Year completed: (RehuiLtl1963
<br />Dimensions:
<br />Height above streambed. . . . . . . . . . . . . . . . . .
<br />Weir crest length.........................
<br />Weir crest elevation.................. ....
<br />Crest length ...... ... ........ ....... .....
<br />Crest elevation ..........................
<br />Volume (concrete)........................
<br />Overflow weir capacity....................
<br />Sluiceway: One 10- by 13-ft radial gate.
<br />Headworks: One 12.ft-square radial gate.
<br />Diversion capacity. . . . . . . . . . . . . . . . . . . . . . .
<br />
<br />Carriage Facilities
<br />
<br />FLORIDA FARMERS DITCH
<br />
<br />Location: Generally southwest from Florida
<br />Fanners Diversion Dam in the Florida
<br />Mesa area.
<br />Construction period: (Enlargement) 1962-63
<br />Length................... ........... ...
<br />Diversion capacity. . . . . . . . . . . . . . . . . . . . . . .
<br />Typical maximum section in earth:
<br />Bottom width............ ....... ........
<br />Side slopes .......................... ....
<br />Water depth............................
<br />
<br />FWRIDA CANAL
<br />
<br />Location: Generally south from the Florida
<br />River in the Florida Mesa area.
<br />Construction period: lEnlargement) 1962-63
<br />Length.............................. ...
<br />Diversion capacity. . . . . . . . . . . . . . . . . . . . . . .
<br />Typical maximum section in earth:
<br />Bottom width. . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />
<br />Side slopes..............................
<br />Water depth ............................
<br />Lateral system (Reclamation-constructed):
<br />Total length . . . . . . . . . . . . . . . . . . . . , . . . . . . . .
<br />Capacity range. . . . . . . . . . . . . . . . . , . . . . . . . .
<br />Canal rehabilitation (by district):
<br />Total length . . . . . . . . . . . . . . . . . . . . . . . . . . , . .
<br />Capacity range. . . . . . . . . . . . . . . . . . . . . . . . . .
<br />
<br />5
<br />
<br />14 It
<br />50 It
<br />7075.0 ft
<br />630 It
<br />7085,0 It
<br />700 ydl
<br />2,900 ftl/s
<br />
<br />185 ft3/s
<br />
<br />3,9 mi
<br />185 ft3/s
<br />12 It
<br />2,1
<br />4 It
<br />
<br />1.8 mi
<br />150 ftl/s
<br />10 It
<br />2,1
<br />3,8 It
<br />14,1 mi
<br />2,50 fe/s
<br />50 mi
<br />3,150 fels
<br />
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