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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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applicability <strong>of</strong> IX at a particular site. Typically, strong-base anion exchange resins are used inarsenic removal. Strong-base anion resins tend to be more effective over a larger range <strong>of</strong> pH thanweak-base resins. The order <strong>of</strong> exchange <strong>for</strong> most strong-base resins is given below, with theadsorption preference being greatest <strong>for</strong> the constituents on the far left.HCrO 4-> CrO 42-> ClO 4-> SeO 42-> SO 42-> NO 3-> Br - > (HPO 42-, HAsO 42-, SeO 32-, CO 32-) > CN - >NO 2-> Cl - > (H 2 PO 4- , H 2 AsO 4- , HCO 3- ) > OH - > CH 3 COO - > F -2-These resins have a relatively high affinity <strong>for</strong> arsenic in the arsenate <strong>for</strong>m (HAsO 4 ),however, previous studies have shown that high TDS <strong>and</strong> sulfate levels compete with arsenate <strong>and</strong>can reduce removal efficiency (AWWA, 1990). In general, ion exchange <strong>for</strong> arsenic removal is onlyapplicable <strong>for</strong> low-TDS, low-sulfate source waters. Previous studies have confirmed thisgeneralization; the low-sulfate/low-TDS source water in a Han<strong>for</strong>d, CA study proved to be amenableto IX treatment whereas the high-sulfate/high-TDS source water in a San Ysidro, NM study provedto be impractical <strong>for</strong> IX treatment (Clif<strong>for</strong>d <strong>and</strong> Lin, 1986; Clif<strong>for</strong>d <strong>and</strong> Lin, 1995).If nitrate removal is being per<strong>for</strong>med concurrent with arsenic removal, sulfate level can alsobe an important factor in arsenic removal. Clif<strong>for</strong>d <strong>and</strong> others (1998) have shown that when sulfatelevels are low (about 40 mg/L), the number <strong>of</strong> BV to exhaustion is limited by nitrate breakthrough.If the sulfate level is high (about 100 mg/L), however, the number <strong>of</strong> BV to exhaustion is limited byarsenic breakthrough. In other words, sulfate competes with both nitrate <strong>and</strong> arsenic, but competesmore aggressively with arsenic than nitrate.The presence <strong>of</strong> iron, Fe(III), in feed water can also affect arsenic removal. When Fe(III) ispresent, arsenic may <strong>for</strong>m complexes with iron. These complexes are not removed by IX resins <strong>and</strong>there<strong>for</strong>e arsenic is not removed. Utilities with source waters high in Fe(III) may need to address thisissue <strong>for</strong> IX use or evaluate other treatment techniques <strong>for</strong> arsenic removal (Clif<strong>for</strong>d, et al., 1998).When an ion is preferred over arsenate, higher arsenic levels in the product water than existin the feed water can be produced. If a resin prefers sulfate over arsenate, <strong>for</strong> example, sulfate ionsmay displace previously sorbed arsenate ions, resulting in levels <strong>of</strong> arsenic in the effluent which aregreater than the arsenic level in the influent. This is <strong>of</strong>ten referred to as chromatographic peaking.As a result, the bed must be monitored <strong>and</strong> regenerated well in advance <strong>of</strong> the onset <strong>of</strong> this peaking.Clif<strong>for</strong>d <strong>and</strong> Lin (1995) recommend operating the bed to a known BV setpoint to avoid peaking.2-21

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