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Anaerobic-Aerobic Treatment of Municipal Solid Waste Leachate

机译:城市生活垃圾渗滤液的厌氧-好氧处理

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This paper describes the organic matter removal from sanitary landfill leachate using an anaerobic reactor an an aerobic one as post-treatment. Average characteristics of the leachate from Montevideo's sanitary landfill are: COD, 18500 mg 1~-1; BOD_5, 10500 mg 1~-1; NH_4-N, 1500 mg 1~-1; P, 17 mg 1~-1; pH, 8.0; Cr, 2.6 mg 1~-1; Fe, 41 mg 1~-1. A system Composed of an anaerobic reactor (UASB) and an aerobic rotating biological contactor (RBC) was tested. The maximum Load for the anaerobic step was 20 kgCOD m~-3 d~-1 kgCOD kgVSS~-1 d~-1) for an HRT of 2 days, with COD removal Efficiencies higher than 80/100.
机译:本文描述了使用厌氧反应器和好氧反应器作为后处理方法,从卫生垃圾渗滤液中去除有机物的方法。蒙得维的亚卫生垃圾填埋场渗滤液的平均特征为:COD,18500 mg 1〜-1; BOD_5,10500毫克1〜-1; NH_4-N,1500 mg 1〜-1;磷,17 mg 1〜-1; pH值8.0;铬2.6毫克1〜-1;铁41 mg 1〜-1。测试了由厌氧反应器(UASB)和好氧旋转生物接触器(RBC)组成的系统。厌氧步骤的最大负荷为20 kgCOD m〜-3 d〜-1 kgCOD kgVSS〜-1 d〜-1),HRT为2天,COD去除效率高于80/100。

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