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采用中试规模液固循环流化床生物反应器(LSCFB)从渗滤液中去除生物营养素。

Biological nutrient removal from leachate using a pilot liquid-solid circulating fluidized bed bioreactor (LSCFB).

机构信息

Department of Civil and Environmental Engineering, The University of Western Ontario, London, Ontario, Canada.

出版信息

J Hazard Mater. 2010 Sep 15;181(1-3):289-97. doi: 10.1016/j.jhazmat.2010.05.010. Epub 2010 May 7.

Abstract

Biological treatment of landfill leachate is a concern due to toxicity, high ammonia, low biodegradable organic matter concentrations, and low carbon-to-nitrogen ratio. To study the reliability and commercial viability of leachate treatment using an integrated liquid-solid circulating fluidized bed bioreactor (LSCFB), a pilot-scale LSCFB was established at the Adelaide Pollution Control Plant, London, Ontario, Canada. Anoxic and aerobic columns were used to optimize carbon and nutrient removal capability from leachate using 600 microm lava rock with a total porosity of 61%, at empty bed contact times (EBCTs) of 0.55, 0.49, and 0.41 d. The LSCFB achieved COD, nitrogen, and phosphorus removal efficiencies of 85%, 80%, and 70%, respectively at a low carbon-to-nitrogen ratio of 3:1 and nutrients loading rates of 2.15 kg COD/(m(3) d), 0.70 kg N/(m(3) d), and 0.014 kg P/(m(3) d), as compared with 60-77% COD and 70-79% nitrogen removal efficiencies achieved by upflow anaerobic sludge blanket (UASB) and moving bed bioreactor (MBBR), respectively. The LSCFB effluent characterized by <or=35 mg SBOD/L, <35 mg NH(4)-N/L, <1.0 mg PO(4)-P/L, and 37 mg VSS/L can easily meet sewer by-law requirements. Remarkably low yields of 0.13, 0.15, and 0.16 g VSS/g COD were observed at long biological solids retention times (SRTs) of 31, 38 and 44 d.

摘要

由于毒性、高氨氮、低可生物降解有机物浓度和低碳氮比,垃圾渗滤液的生物处理引起了关注。为了研究采用集成式液-固循环流化床生物反应器(LSCFB)处理渗滤液的可靠性和商业可行性,在加拿大安大略省伦敦的阿德莱德污染控制厂建立了一个中试规模的 LSCFB。采用缺氧和好氧柱,使用总孔隙度为 61%、粒径为 600 微米的熔岩岩,在空床接触时间(EBCT)分别为 0.55、0.49 和 0.41 d 的条件下,优化了渗滤液的碳和养分去除能力。在低碳氮比为 3:1 和养分负荷率分别为 2.15 kg COD/(m3 d)、0.70 kg N/(m3 d)和 0.014 kg P/(m3 d)的条件下,LSCFB 对 COD、氮和磷的去除效率分别达到 85%、80%和 70%,而与上流式厌氧污泥床(UASB)和移动床生物反应器(MBBR)相比,COD 去除效率分别为 60-77%和 70-79%,氮去除效率分别为 70-79%。LSCFB 出水的 SBOD5 为<35 mg/L、NH4-N 为<35 mg/L、PO4-P 为<1.0 mg/L 和 VSS 为 37 mg/L,可轻易满足污水排放法规的要求。在生物固体停留时间(SRT)为 31、38 和 44 d 的较长时间内,观察到的产率极低,分别为 0.13、0.15 和 0.16 g VSS/g COD。

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