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Performance of an immobilized cell biofilter for ammonia removal from contaminated air stream

机译:固定式细胞生物滤池去除污染空气中氨气的性能

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The performance of a lab scale biofilter packed with biomedia, encapsulated by sodium alginate and polyvinyl alcohol was used for treating ammonia (NH_3) gas at different loading rates. The metabolic end products during NH_3 oxidation were NH_4~+, NO_3~- and NO_2~-. It is noteworthy to mention that the immobilized cell biofilter required no separate acclimatization period and showed high removal efficiencies during the start of continuous experiments. The removal efficiency was nearly 100% when ammonia loading was 4.5 g m~(-3) h~(-1) and the maximum elimination capacity achieved in this study was 5.5 g NH_3 m~(-3) h~(-1) at a loading rate of 7.5 g m~(-3) h~(-1). Shock loading studies were carried out to ascertain the response of the immobilized cells to fluctuations in inlet concentration and flow rate. The inlet loading rates were varied between 0.05 and 6 g NH_3 m~(-3) h~(-1) during this phase of operation. The biofilter responded effectively to these shock loading conditions and recovered rapidly within 4-8 h. Pressure drop values were consistently less and insignificant. The results from this study indicated that this immobilized cell biofilter could be considered as a potential option to treat NH_3 under steady and* transient state operation.
机译:用藻酸钠和聚乙烯醇封装的,装有生物介质的实验室规模生物滤池的性能用于处理不同负载率的氨气(NH_3)。 NH_3氧化过程中的代谢终产物为NH_4〜+,NO_3〜-和NO_2〜-。值得一提的是,固定细胞生物滤池不需要单独的适应期,并且在连续实验开始时显示出较高的去除效率。当氨气负载量为4.5 gm〜(-3)h〜(-1)时,去除效率接近100%,在该研究中达到的最大去除量为5.5 g NH_3 m〜(-3)h〜(-1)。加载速率为7.5 gm〜(-3)h〜(-1)。进行了冲击载荷研究,以确定固定化细胞对入口浓度和流速波动的响应。在此操作阶段,入口加载速率在0.05至6 g NH_3 m〜(-3)h〜(-1)之间变化。该生物滤池对这些冲击负荷条件做出了有效响应,并在4-8小时内迅速恢复。压降值始终较小且微不足道。这项研究的结果表明,这种固定化的细胞生物滤池可被视为在稳态和瞬态操作下处理NH_3的潜在选择。

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