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Technologies for Arsenic Removal. Tom Sorg U. S. Environmental Protection Agency. Arsenic Chemistry. Two primary valence states As (III) As (V). Arsenic III. H 3 AsO 3 0 H 2 AsO 3 -1 HAsO 3 -2. Arsenic V. H 3 AsO 4 0 H 2 AsO 4 -1 HAsO 4 -2 AsO 4 -3.
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Technologies for Arsenic Removal Tom Sorg U. S. Environmental Protection Agency
Arsenic Chemistry • Two primary valence states • As (III) • As (V)
Arsenic III H3AsO30 H2AsO3-1 HAsO3-2
Arsenic V H3AsO40 H2AsO4-1 HAsO4-2 AsO4-3
Why is arsenic form important? • Final Answer! • As V more effectively removed • by • ALL technologies
Example! Treatment Process Percent Removal As IIIAs V Iron Coag/Filt - pH 7 55 97 Alum Coag/Filt - pH 7 18 95
Example! • Ion exchange treatment • As III - 0 percent removal • As V - 98+ percent removal
Arsenic Occurrence • Surface waters predominantly As(V) • Ground waters generally As(III), but not always
Arsenic Speciation Method On site anion exchange separation As III, As V As V As V retained on resin column As III passes through column As III
Good News! As III easily oxidized to As V by several oxidants
As III Oxidation Study Dr. Dennis Clifford Univ. of Houston • Oxidants Studied 1. Free Chlorine 2. Chloramine 3. Ozone 4. Chlorine Dioxide 5. UV Radiation 6. Potassium Permanganate 7. Oxidizing Media
Arsenic Removal Processes • Precipitative processes • Adsorption processes • Ion Exchange process • Iron Removal processes • Membrane processes • POU/POE devices
Arsenic Removal Processes • Emerging processes • Iron coagulation with microfiltration • Iron based adsorption media
Precipitative Processes ProcessRemoval Coagulation/ 95 % Filtration Lime softening 85+ %
Adsorption Processes ProcessesRemoval Activated Alumina 90+ % Iron Media 90+ %
Ion Exchange 95 + % removal
Iron Removal Processes ProcessRemoval Oxidation/filtration 80+ % Manganese greensand 80+ % (Dependent on amount of Fe)
Membrane Processes ProcessRemoval Reverse osmosis (RO) 90+ % Nanofiltration (NF) 65-90 % Ultrafiltration (UF) 35-75 %
Arsenic Removal Processes • Large Systems Using Surface Waters • Coagulation/filtration • Direct filtration • Lime softening
Arsenic Removal Processes • Large Systems Using Ground Waters • Lime softening • Membrane Separation Processes • -reverse osmosis (RO) • -ultrafiltration (UF • -electrodialysis reversal (EDR) • Iron Removal processes - oxidation/filtration
Arsenic Removal Processes • Small Systems Using Surface Waters • Coagulation/filtration package plants • Iron Removal processes - oxidation/filtration • Lime softening package plants
Arsenic Removal Processes • Small Systems Using Ground Waters • Anion Exchange • Activated Alumina adsorption • Iron Removal processes - oxid/filt. • Membrane Separation Processes • -reverse osmosis (RO) • -ultrafiltration (UF) • -electrodialysis reversal (EDR)
Arsenic Removal Processes • Very Small Community Option • Point-of-use systems • -RO, AA • Point-of-entry systems • -RO, Ion Exchange
Evaluation of Treatment Plant Performance Investigator - Battelle, Columbus, OH Processes - 5 • Conventional Coag. -- 2 Systems • Lime Softening ------- 1 System • Iron Removal ----------2 Systems • Anion Exchange -------2 Systems • Activated Alumina ----2 Systems
AA System - Source Water Quality (Avg) Analysis - ug/LCS (30) Total As 63 Particulate As 2 Soluble As 66 As III <1 As V 66 (100%) pH - Units 8.4 Hardness – mg/L 37 Sulfate – mg/L 14 Alkalinity - mg/L 57
Activated Alumina System - New Hampshire Non regeneration system A A Roughing filter Polishing filter B B
IE System - Source Water Quality (Avg) Analysis - ug/LMMA (45) Total As 57 Particulate As <1 Soluble As 57 As III <1 As V 57 (100%) pH - Units 8.3 Hardness – mg/L 38 Sulfate – mg/L 45 Alkalinity - mg/L 64
Ion Exchange System, ME Oxidizing filter media KMnO4 regeneration A B Mixed bed resin
Iron Media System, MI Source Water Quality ParameterConcentration - mg/L Arsenic 0.025 - 0.041 As III 85 % As V 15 % Calcium 80 - 90 Magnesium 34 - 35 Iron 1.06 - 1.35 Manganese 0.02 - 0.03 Sulfate 21 - 30 Silica 19 - 20 pH 7.1 - 7.2
Iron Media System, MI Well Tank 1A Tank 2A Tank 3A Cl2 Acid Tank 1B Tank 2B Tank 3B Softener Distribution system
SUMMARY • Soluble arsenic occurs in natural water in the As III and As V oxidation states. • As V is dominant in oxygenated waters • As III is dominant in anoxic water
SUMMARY • Treatment processes remove As V more effectively than As III • As III can be converted to As V with strong oxidants
SUMMARY • Most conventional treatment processes have capability to reduce arsenic to less than 10 ug/L, many to to 5 ug/L or less.
Tom Sorg USEPA Cincinnati, OH 45268 513-569-7370 sorg.thomas@epa.gov