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Removal of Bromate and Perchlorate in Ozone/GAC Systems

Removal of Bromate and Perchlorate in Ozone/GAC Systems

Removal of Bromate and Perchlorate in Ozone/GAC Systems

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METHODS UTILIZED FOR PERCHLORATE REDUCTION EXPERIMENTS<br />

Biologically Active Carbon Filters<br />

Four filters were constructed to evaluate perchlorate removal. Each filter conta<strong>in</strong>ed fresh<br />

carbon. BAG was formed by extensively preload<strong>in</strong>g the filters with effluent from the previously<br />

described bromate reduc<strong>in</strong>g filters. The <strong>in</strong>fluent was spiked with 50 ng/L perchlorate <strong>and</strong> 20 ug/L<br />

bromate. The columns were operated with a 25-m<strong>in</strong>ute EBCT for 600 bed volumes. At the end <strong>of</strong><br />

the preload<strong>in</strong>g period, approximately 60 percent <strong>of</strong> the <strong>in</strong>fluent DOC <strong>and</strong> 90 percent <strong>of</strong> the <strong>in</strong>fluent<br />

bromate were consistently be<strong>in</strong>g removed. Therefore, by the end <strong>of</strong> the preload<strong>in</strong>g period, the filters<br />

were considered biologically active. Two parallel filtration experiments were set up, each with two<br />

columns <strong>in</strong> series, for a total <strong>of</strong> four filters. The filtration experiments were <strong>of</strong>ten run with two filters<br />

<strong>in</strong> series, so that two EBCTs could be evaluated simultaneously. Once the filters were rendered<br />

biologically active, the <strong>in</strong>fluent base water for one set <strong>of</strong> filters was switched from bromate filter<br />

effluent to DDW. This allowed for better control over <strong>in</strong>fluent composition. The other set <strong>of</strong> filters<br />

utilized CUW as the base water for approximately one year. However, s<strong>in</strong>ce perchlorate removal was<br />

not consistent <strong>in</strong> these filters due to the occurrence <strong>of</strong> nitrification, the data from these filters are not<br />

reported here. The schematic for the biological bromate filters shown <strong>in</strong> Figure 2.3 also serves as the<br />

schematic for the biological perchlorate filters.<br />

Syr<strong>in</strong>ge pumps (kd Scientific, Boston, Massachusetts) add an electron donor mixture to the<br />

<strong>in</strong>fluent at a po<strong>in</strong>t shortly before the <strong>in</strong>fluent enters the first filter. The electron donor solution was<br />

either a mixture <strong>of</strong> acetate, lactate, <strong>and</strong> pyruvate or a mixture <strong>of</strong> acetate, benzoate, <strong>and</strong> pyruvate.<br />

Benzoate was sometimes substituted for lactate due to the fact that carboxylic acids are common<br />

ozonation by-products (Camel <strong>and</strong> Bermond 1998). S<strong>in</strong>ce the focus <strong>of</strong> this project is conventional<br />

ozone/<strong>GAC</strong> systems, the use <strong>of</strong> benzoate was very practical. The electron donor concentration was<br />

always 1.5 mg/L <strong>of</strong> equivalent nitrate dem<strong>and</strong>4 <strong>in</strong> excess <strong>of</strong> that required to stoichiometrically remove<br />

the <strong>in</strong>fluent concentrations <strong>of</strong> DO <strong>and</strong> nitrate. Thus, electron donor concentration was never the<br />

limit<strong>in</strong>g variable.<br />

4The equivalent nitrate dem<strong>and</strong> was determ<strong>in</strong>ed by calculat<strong>in</strong>g the concentration <strong>of</strong><br />

electron donor required to stoichiometrically reduce NO3" completely to N2 .<br />

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