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采用上流式厌氧污泥床(UASB)反应器联合处理卫生填埋场渗滤液和城市污水。

Combined treatment of leachate from sanitary landfill and municipal wastewater by UASB reactors.

作者信息

Torres Patricia, Rodríguez Jenny A, Barba Luz E, Marmolejo Luis F, Pizarro Carlos A

机构信息

Escuela de Ingeniería de Recursos Naturales y del Ambiente, Universidad del Valle, Ciudad Universitaria Meléndez, Calle 13 No. 100-00, A.A. 25360, Cali, Colombia.

出版信息

Water Sci Technol. 2009;60(2):491-5. doi: 10.2166/wst.2009.365.

Abstract

Landfills are among the most affordable and acceptable methods in terms of public health and environmental protection for the final disposal of solid waste. Leachate treatment incorporated into anaerobic domestic wastewater systems could be a viable and efficient alternative which would allow minimizing implementation and operation costs of the landfill, to reduce requirements of chemical inputs such as pH conditioners and phosphorus supply. This study showed the potential of anaerobic treatment in an UASB reactor treating a combination of domestic wastewater and leachate in a 5% volumetric ratio of leachate. Under these conditions the reactor assimilated properly the leachate fraction incorporated. With a HRT of 8 h and a mean volumetric organic load of 2.84 kg m(-3) d(-1) COD removal efficiencies around 70% were obtained, without inhibition problems; however, the necessity of a complementary treatment for improving carbonaceous and nitrogenous organic matter reduction is evident.

摘要

就固体废物的最终处置而言,垃圾填埋场是在公共卫生和环境保护方面最经济且可接受的方法之一。纳入厌氧生活污水系统的渗滤液处理可能是一种可行且高效的替代方案,这将使垃圾填埋场的建设和运营成本降至最低,减少对诸如pH调节剂和磷供应等化学投入物的需求。本研究表明,在UASB反应器中进行厌氧处理具有潜力,该反应器以渗滤液5%的体积比处理生活污水和渗滤液的混合液。在这些条件下,反应器能够适当地同化所加入的渗滤液部分。在水力停留时间为8小时且平均容积有机负荷为2.84 kg m(-3) d(-1)的情况下,COD去除效率约为70%,且不存在抑制问题;然而,显然需要进行补充处理以提高碳质和含氮有机物的去除率。

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