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WSP05057
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Last modified
1/26/2010 2:16:45 PM
Creation date
10/12/2006 12:48:42 AM
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
1/1/1983
Title
Colorado River Water Quality Improvement Program - Status Report
Water Supply Pro - Doc Type
Report/Study
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<br />Typical unit water costs for desalting processes applied to brackish water <br />(up to 5000 mg/L) are shown in figure 8 [3]. The economy of plant size is <br />clearly indicated; however, most salinity control applications will be <br />between 5 and 50 Mgal/d plant capacity. The high costs of distillation <br />processes indicate the relative energy costs incurred in the' process. <br />Membrane processes offer the best hope for decreased costs, with the shaded <br />area showing the cost variability because of pretreatment, membrane types, <br />recovery rate, etc. <br /> <br />Figure 9 shows a composite of total estimated annual costs related to a <br />70-percent recovery membrane desalting plant facility for the LaVerkin <br />Springs Unit. At this comparatively low water recovery rate, a large <br />proportion of costs are devoted to lined evaporation ponds to handle the <br />large volume of brine effluent. Typical unit costs for lined ponds now <br />range from $50,000 to $90,000 per acre. For the LaVerkin Springs study, <br />the evaporation pond cost was $72,000 per acre. Other significant cost <br />categories are indicated by chemicals and pretreatment requirements. <br /> <br />For compari son, figure 10 shows the est imated cost breakdown for a <br />gO-percent recovery, membrane desalting plant facility for the Las Vegas <br />Wash Unit. As expected, with reduced brine effluent volume, evaporation <br />pond costs have been significantly reduced. However, as a tradeoff, the <br />relative costs of electrical power, chemical supplies, and pretreatment <br />requirements have increased. Thus, optimization of the high-recovery <br />desalting facility can provide opportunities for cost reduction, but <br />additional design efforts are needed to lower sludge (from pretreatment <br />processes) and brine disposal costs. <br /> <br />In judging the relative cost comparisons between salinity control units, <br />a "yardstick" known as "cost-effectiveness" has been developed in lieu of <br />a benefit-cost ratio used in most water resource projects. The cost- <br />effectiveness value for salinity control purposes is the total annualized <br />cost of the project per unit reduction of salinity as measured at Imperial <br />Dam in mg/L of total dissolved solids. Table 4 shows the current cost- <br />effectiveness values for salinity control studies that have provided <br />sufficient design data for cost analysis. Cost-effectiveness values are <br />steadily increasing (meaning a less favorable project), particularly for <br />desalting plants and related structural features. The favorable cost- <br />effectiveness for Paradox Valley is primarily due to the relative high <br />concentration of the brine (260,000 mg/L total dissolved solids) and low <br />flow to be disposed of in deep wells. <br /> <br />The economi c benef its of sa 1 i nity control as measured by the economi c <br />detriments which occur in the Lower Colorado River Basin have been under <br />intensive evaluation by a consortium of Basin State universities. In a <br />recent summary report, entitled "Colorado River Salinity - Economic Impacts <br />of Agriculture, Municipal and Industrial Uses," [4] the consortium study <br />established a composite value that reflects all the economic losses in the <br />municipal, industri al, and agricultural sectors of the Lower Basin. The <br />total economic losses because of increasing salinity levels in the Lower <br />Basin are shown as a curvilinear function in figure 11. Over the relevant <br /> <br />14 <br />
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