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Technologies and Costs for Removal of Arsenic From Drinking Water

Technologies and Costs for Removal of Arsenic From Drinking Water

Technologies and Costs for Removal of Arsenic From Drinking Water

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Field StudiesSurveys <strong>of</strong> lime s<strong>of</strong>tening facilities by AWWARF (AWWARF 2000) show that the technologyshould be able to produce water with less than 3 Fg/L–all five <strong>of</strong> the surveyed plants that operatedat a pH <strong>of</strong> 10.2 or higher would be able to feasibly achieve these low arsenic levels. However,although lime s<strong>of</strong>tening processes are quite effective <strong>for</strong> arsenic removal when operated at high pH,lime s<strong>of</strong>tening facilities may not effectively remove arsenic to low levels when operated at or belowpH 10.0. For example, a field study conducted by Battelle Memorial Institute, with funding from EPA,found that a 10 mgd lime s<strong>of</strong>tening plant only reduced average total arsenic concentrations <strong>of</strong> 32.0Fg/L by about 45 percent to an average <strong>of</strong> 16.6 Fg/L in the finished water even though the treatmenttrain included pre-s<strong>of</strong>tening oxidation <strong>and</strong> post-s<strong>of</strong>tening filtration (EPA, June 2000). None <strong>of</strong> thesludge samples collected as part <strong>of</strong> this study qualified as hazardous waste based on TCLP testing.Optimization Hierarchy <strong>for</strong> S<strong>of</strong>tening FacilitiesMcNeill <strong>and</strong> Edwards (1997b) developed a simple model <strong>for</strong> predicting As(V) durings<strong>of</strong>tening. Using inputs <strong>of</strong> calcium carbonate, magnesium, <strong>and</strong> ferric hydroxide solid concentrations<strong>for</strong>med during s<strong>of</strong>tening, the model can predict percentage As(V) removal.McNeill <strong>and</strong> Edwards (1997b) suggested an optimization hierarchy strategy <strong>for</strong> s<strong>of</strong>teningfacilities which are unable to meet arsenic removal requirements with their existing treatment schemesimilar to optimization <strong>of</strong> coagulation hierarchy. If As(III) is present, the most cost-effective method<strong>of</strong> improving arsenic removal is preoxidation <strong>of</strong> As(III) to As(V), since As(V) is more readilyremoved by precipitation <strong>of</strong> calcium carbonate <strong>and</strong> magnesium <strong>and</strong> ferric hydroxide. For facilitiesthat are currently precipitating only calcium carbonate, addition <strong>of</strong> iron can dramatically improvearsenic removal. A final option is to raise the s<strong>of</strong>tening pH in order to precipitate magnesiumhydroxide which strongly sorbs As(V). These removal trends should be quantitatively confirmed withjar testing <strong>for</strong> optimizing arsenic removal.SummaryS<strong>of</strong>tening technology can be implemented by water systems to achieve greater than 90 percentremoval <strong>of</strong> As(V). As discussed above, a survey <strong>of</strong> s<strong>of</strong>tening facilities by AWWARF found that thosesurveyed facilities operating at a pH <strong>of</strong> 10.2 or higher could feasibly reduce arsenic concentrationsin the treated water below 3 Fg/L.2-13

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