Performance of a two-phase biotrickling filter packed with biochar chips for treatment of wastewater containing high nitrogen and phosphorus concentrations

文献类型： 外文期刊

第一作者： Loyola-Licea, Carlos

作者： Loyola-Licea, Carlos;Li, Wenying;Loyola-Licea, Carlos;Crowley, David E.;Ahmad, Zulfriar;Ahmad, Zulfriar

作者机构：

关键词： Biological trickling filter;Biofiltration;Palm biochar chip;Microbial consortium;Nitrogen and phosphorus removal

期刊名称：PROCESS SAFETY AND ENVIRONMENTAL PROTECTION （ 影响因子：6.158； 五年影响因子：6.046 ）

ISSN： 0957-5820

年卷期： 2016 年 102 卷

页码：

收录情况： SCI

摘要： A two-phase biotrickling filter (BTF) system with sequential aerobic and anaerobic flow cell reactors was evaluated for treating nitrogen/phosphorus-rich wastewater using packing material consisting of biochar manufactured from porous palm residues. The filter system was seeded with microbial consortia from the freshwater sediment with a history of exposure to fertilizer runoff. For test purposes, the BTF was fed with simulated wastewater and operated under variable aerobic and anaerobic conditions using various carbon sources and loading conditions. Start-up and operation characteristics including hydraulic retention time (HRT), carbon sources and reactor column depths on pollutants removal were studied. The BTF began working well after one month of operation and thereafter provided effective treatment. Optimal operation parameters utilized an HRT of 36-48 h, using bicarbonate as carbon source, and palm biochar chips as the packing material. Sequential aerobic nitrification and anaerobic denitrification were obtained with NH4+-N and TP/NOx-N being removed in Reactor A and Reactor B, respectively. The results showed that the two-phase BTF system was efficient for treating wastewater with high concentrations of nitrogen and phosphorus: Under optimum conditions, removal of approximately 80% of ammonium and 68% of total phosphorus was achieved, resulting in the formation of effluent suitable for recycling or release into natural waters. The study provides invaluable insight for further design and operation of full-scale wastewater treatment system. (C) 2016 The Institution of Chemical Engineers. Published by Elsevier B.V. All rights reserved.

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