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WSP07913
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Last modified
1/26/2010 2:29:24 PM
Creation date
10/12/2006 2:40:15 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8277.400.200
Description
Lower Virgin River Project
State
NV
Basin
Colorado Mainstem
Date
11/1/1986
Title
Study of Saline Water Use at the Harry Allen Generating Station - Final Report - November 1986
Water Supply Pro - Doc Type
Report/Study
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<br />\rj <br />~ <br />0"':1' <br />0J Evaporation Ponds <br /> <br />c......' <br />G <br /> <br />The use of solar evaporation ponds for final disposal of power plant was- <br />tewaters is commercially proven technology in areas where positive annual <br />average net evaporation rates are present. For the study, evaporation ponds <br />are appl icable to all wastewater disposal options. The design of evaporation <br />ponds Is highly site specific. Design of the pond liner Includes considera- <br />tion of local soil permeabil ity, depth and quality of underlying aquiflers and <br />qual ity of fluid to be contained. Liner requirements can range from a single <br />clay or membrane I iner to multiple liners with interdrain and monitoring sys- <br />tems. For util ity power plant wastes the choice between membrane and clay <br />I iners is usually economics. For this study a single membrane liner was <br />selected. <br /> <br />,;. <br /> <br />" <br /> <br />Chemical Treatment <br /> <br />Chemical treatment is not a treatment option by itself. Inherent with the <br />proper operation of each of the technologies Is the application of a proper <br />chemical treatment program to maintain the cleanliness of the circulating <br />water system and assure optimum heat transfer coefficients. <br /> <br />'.: <br /> <br />Utility station circulating water systems dissipate heat by evaporating a por- <br />tion of the circulating water. The remaining water recirculates, causing a <br />buildup of dissolved solids In the system. Eventually, the solubll ity of one <br />or more salts Is exceeded, and precipitation ( e.g. scaling of heat transfer <br />surfaces) wil I occur unless a portion of the circulating water Is removed by <br />blowdown to balance the salt concentration. <br /> <br />~:, <br /> <br />, , <br /> <br />;,'; <br /> <br />~-r <br /> <br />>.' <br /> <br />-.-'" <br /> <br />The general trend has been to use scale inhibitors as "insurance policies" <br />against deviations from the standard solubil ity limits. However, as <br />water/wastewater conservation continues to assume a higher priority, more <br />utll itles are using these Inhibitors to set their operatlng'cycies at levels <br />above conventionally accepted solubil ities. A broad spectrum of scale in- <br />hibitors are available today including polyphosphates, phosphonates, polyacry- <br />lates, and others. Although available generically, most of these chemicals <br />are sold as proprietary blends of chemical compounds marketed by water treat- <br />ment chemical suppliers. <br /> <br />:' <br /> <br />'\. <br /> <br />l: <br /> <br />Corrosion control is achieved by proper selection of the materials of con- <br />struction and Inhibitor addition. Historically chromate-based InhIbitors have <br />been the most popular and cost effective. However, current regulations <br />severely restrict the discharge of chromates. Chromate recovery or removal <br />processes are available, but the costs are relatively high and other disposal <br />problems are created. These problems with chromate disposal have created <br />development of a family of environmentally acceptable Inhibitors. Included In <br />these are polyphosphates, sil icates, organic-based compounds, and proprietary <br />combinations. <br /> <br />...' <br /> <br />Control of biological organisms In cooling tower systems is commonly achieved <br />with oxidizing agents such as chlorine. Chlorine Is usually appl ied on a <br />"shock" basis to circulating water systems. The presence of nitrates, phos- <br /> <br />". <br />:~5~ <br /> <br />4-7 <br /> <br />
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