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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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the remainder <strong>of</strong> the 80-day period. This was surprising given the fact that the membrane showed higharsenic rejection in single-element tests. Samples taken throughout the array indicate that a speciationchange from As(V) to As(III) was taking place within the filter. Since As(III) is more difficult toremove than As(V), overall arsenic removal dropped. This decrease in rejection over time suggeststhat a negatively charged membrane could not keep high As (V) rejection rates <strong>for</strong> long durationswithout maintaining arsenic in the As(V) <strong>for</strong>m. Additional long-term testing is needed to verify theseresults <strong>for</strong> other membranes <strong>and</strong> situations. If speciation changes are influential <strong>for</strong> arsenic removal,keeping the membrane surface in an oxidized state may be an option.A NF pilot-scale study to determine arsenic removals with NF membranes was conducted inTarrytown, NY (Malcolm Pirnie 1992). Two NF membranes were tested: (1) NF70 manufactured byDow Chemical Company (FilmTec), <strong>and</strong> (2) TFCS manufactured by UOP Fluid Systems. The NFmembranes were operated at a flux varying between 17 <strong>and</strong> 21 gfd <strong>and</strong> at a recovery <strong>of</strong> 15 percent.Feed water conductivity varied from 460 to 950 uS, pH ranged from 7.7 to 8.3, <strong>and</strong> feed water arsenicranged from 0.038 - 0.154 mg/L. A second feed solution was mixed that had approximately twice theTDS <strong>and</strong> arsenic levels as found in the original test solution to simulate arsenic rejections by the lastelement in an NF membrane system operating at 50 percent recovery. <strong>Arsenic</strong> rejection was very highwith only one <strong>of</strong> eight permeate samples from the NF membranes exceeding the detection limit witha level <strong>of</strong> 0.0025 mg/L, corresponding to 95% rejection.Another study (Chang et al, 1994) revealed that the removal efficiency dropped significantlyduring pilot-scale tests where the process was operated at more realistic recoveries. When themembrane unit was operated at a recovery <strong>of</strong> 65%, the arsenic removal efficiency dropped to 65%<strong>and</strong> when the recovery was increased to 90%, the arsenic removal efficiency dropped down to 16%.2.5.7 Reverse OsmosisRO is the oldest membrane technology, traditionally used <strong>for</strong> the desalination <strong>of</strong> brackishwater <strong>and</strong> sea water. RO produces nearly pure water by maintaining a pressure gradient across themembrane greater than the osmotic pressure <strong>of</strong> the feed water. Osmotic pressure becomes great in ROsystems compared to other membrane processes due to the concentration <strong>of</strong> salts on the feed side <strong>of</strong>the membrane. The majority <strong>of</strong> the feed water passes through the membrane, however, the rest isdischarged along with the rejected salts as a concentrated stream. Discharge concentrate can besubstantial, between 10 <strong>and</strong> 50 percent <strong>of</strong> the influent flow depending on influent water quality <strong>and</strong>membrane properties.2-36

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