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Last modified
7/14/2009 5:02:30 PM
Creation date
5/22/2009 7:02:26 PM
Metadata
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Template:
UCREFRP
UCREFRP Catalog Number
7316
Author
U.S. Army Corps of Engineers.
Title
Redlands Dam Fishway Feasibility Study, Gunnison River, Colorado.
USFW Year
1986.
USFW - Doc Type
Walla Walla.
Copyright Material
NO
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Fish migrating up the right bank will be stopped by the obstruction of • <br />the dam. They should locate the east entrance by swimming across the <br />downstream face of the dam searching for upstream passage. The entrances <br />are also positioned downstream of the existing concrete spillway apron. <br />At low flows, the spillway apron could possibly become a velocity and <br />depth barrier to migrating fish. <br />(3) The ladder is offset from the existing sluice <br />gates approximately 9 feet. Preliminary computations determined that <br />locating the wall of the ladder flush with the sluice gate wall resulted <br />in high velocities at the west fishway entrance during low tailwater <br />conditions. <br />(4) The bottom of each vertical slot and orifice is <br />flush with the ladder floor, so that these "bottom swimmer" species are <br />not required to avoid obstacles. However, the circulation of flow in the <br />ladder pools may not behave as expected. The development of most vertical <br />slot ladders is based on model studies using 8-foot-wide by 10-foot-long <br />pools. So when the ladder pools are reduced to 8 feet wide by 5 feet <br />long, the flow through the slot may "short-circuit" from one slot to the <br />next downstream slot. With this flow pattern, energy may not be dissi- <br />pated in the pools and flow could become excessively turbulent. If <br />problems occur, field adjustments in the ladder should alleviate any <br />undesirable flow patterns. Field adjustments could include the use of a <br />small sill at the bottom of the slot and/or an addition of a directional <br />wing downstream of the slot. See Plate 12 for positioning of sill and/or <br />directional wing with respect to the vertical slot. Also, orifices may <br />need to be closed if satisfactory flow patterns are not attained. <br />b. Impacts. <br />(1) Impacts Affecting RWPC. <br />(a) To attain desirable fish attraction conditions <br />RWPC may be asked to slightly modify their standard operating procedures. <br />During high spring flows, releases of flow through the existing sluice <br />gates should be regulated for the best fish attraction conditions. Flow <br />from the sluice gates should not create a velocity barrier at the west <br />fish entrance during the migration season. Also, as flashboards are <br />installed on the dam crest, their placement should start at the right <br />bank (looking downstream) and progress toward the left bank. This should <br />keep the attraction flow, created by spilling of water over the crest, <br />near the fish ladder. <br />• <br />14 <br />
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