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WSP07367
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Last modified
1/26/2010 2:26:58 PM
Creation date
10/12/2006 2:17:20 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8276.851
Description
La Verkin Springs Unit - Colorado River Salinity Control Program
State
UT
Basin
Colorado Mainstem
Date
12/1/1979
Title
La Verkin Springs Unit Utah Status Report
Water Supply Pro - Doc Type
Report/Study
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<br />La Verkin Springs, about 2,400 feet upstream from the old highway <br />bridge at the mouth of Timpoweap Canyon. It would be concrete with <br />an overflow spillway crest 150 feet in length. <br />The structure would divert riverflows of up to 1,200 ft3/ s . <br />Riverflows exceeding 1,200 ft3/s, would spill over the upper diversion <br />structure, an event expected to happen no more than 2 percent of <br />the time. The structure was designed for a floodflow of 23,500 ft3/s. <br />2. Lower Diversion Structure. As designed, this feature <br />would be located across the Virgin River immediately below the <br />La Verkin Springs, downstream from the old bridge. It would be a <br />reinforced-concrete structure with eight slide gate bays. With the <br />gates closed, the collected spring water would rise about 6 feet above <br />streambed, allowing gravity diversion of the collected spring water to <br />the desalting plant. <br />During normal operation, the gates of the lower structure would <br />be closed. However, when riverflows exceed the capacity of the <br />bypass and begin spilling over the upper diversion structure the <br />gates of the lower structure would be raised. <br />3. Bypass Pipeline. A buried reinforced-concrete pipeline <br />would be installed to divert normal riverflow around the La Verkin <br />Springs. It would run about 2,500 feet from the upper diversion <br />structure along the right (north) side of the river and end in a <br />baffled-apron drop structure just downstream of the lower diversion <br />structure. It would be a gravity flow 132-inch diameter pipeline with <br />an expected maximum capacity of 1,600 ft3/ s . <br />4. Feed Water Pipeline. This 36-inch corrosion resistant <br />pipeline would transport by gravity flow the saline spring water from <br />the lower diversion structure to the treatment plant. The pipeline <br />would be 5,700 feet long, and would parallel the riverbed except for <br />one buried river crossing, <br />5. La Verkin Springs Desalting Plant. This facility would be <br />located on a lO-acre tract of land on the south side of the river just <br />west of the town of La Verkin, Utah. The plant would utilize a <br /> <br />002518 <br /> <br />9 <br />
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