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WSP00478
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Last modified
1/26/2010 12:26:13 PM
Creation date
10/11/2006 9:47:03 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8270.100
Description
Colorado River Basin Water Quality/Salinity -- Misc Water Quality
Basin
Colorado Mainstem
Water Division
5
Date
10/1/1973
Title
Colorado River Water Quality Improvement Program - Status Report - October 1973
Water Supply Pro - Doc Type
Report/Study
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<br />w <br />rv <br />CJ1 <br />C0' <br /> <br />Accomplishments in the Lower Colorado Reqion <br /> <br />Point Source Division <br /> <br />LaVerkin Springs Unit <br /> <br />The LaVerkin Springs are located in a 1,800-foot-long reach of the <br />Tempoweap Canyon of the Virgin River in southwestern Utah. The springs <br />discharge about 8,300 acre-feet of water and 109,000 tons of salt each <br />year. A feasibility study has been prepared that shows 103,000 tons of <br />this salt could be removed annually which would eventually reduce total <br />dissolved solids concentrations at Imperial Dam by 11 mg/l. <br /> <br />A feasibility report on the LaVerkin Springs Unit is undergoing an in- <br />house review at the present time. The plan of development calls for <br />the construction of an upper diversion dam upstream from the springs to <br />divert the normal river flows around the area. The lower control dam <br />would be located just below the springs to form a pool from which the <br />springs' flows would be pumped to the LaVerkin Desalting Plant. The <br />average inflow to the reverse osmosis desalting plant would be 11.5 cfs <br />through a 21-inch concrete pressure pipe. It will be necessary to pre- <br />treat the incoming water in the form of calcium reduction. cooling, and <br />filtration. The desalting unit would consist of three stages of <br />vessels containing semipermeable membranes. Since the recovery of some <br />water in each stage would increase the brine concentration passed to <br />the succeeding stage, increasingly higher pressures would be required <br />to effectively recover additional water. A product water of 8.3 cfs <br />would be recovered at a salinity concentration of 500 mg/l. A brine <br />discharge of 2.8 cfs is anticipated at a concentration of 33,000 mg/l. <br /> <br />The product water would be returned to the Virgin River through a 1,600- <br />foot-long pipeline. A l2-inch pipeline almost 19,000 feet long would <br />be used to pump the brine to a 440-acre evaporation pond formed by <br />diking a natural depression about 4 miles north of Hurricane, Utah. The <br />dikes would be rolled earthfill embankments lined with 10-mil polyvinyl <br />chloride. The entire pond would be lined with IO-mil PVC sheeting <br />covered with 12 inches of earth. <br /> <br />Littlefield Sprinqs Unit <br /> <br />The Littlefield Springs discharge along the south side <br />River about a mile upstream from Littlefield, Arizona. <br />have a combined outflow of about 10 cfs and contribute <br />of dissolved solids to the river system annually. <br /> <br />of the Virgin <br />These springs <br />about 30,000 tons <br /> <br />The disposal of these springs presents a special problem because the <br />flow is presently diverted and used for irrigation in the Littlefield <br />area. Feasibility investigations of this unit will start this year <br /> <br />-B- <br />
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