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The removal of ammonia from sanitary landfill leachate using a series of shallow waste stabilization ponds

机译:使用一系列浅废物稳定池从生活垃圾填埋场渗滤液中去除氨

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This study evaluated the efficiency of a shallow (0.5 m deep) waste stabilization pond series tonremove high concentrations of ammonia from sanitary landfill leachate. The pond system wasnlocated at EXTRABES, Campina Grande, Paraiba, Northeast Brazil. The pond series was fed withnsanitary landfill leachate transported by road tanker to the experimental site from the sanitarynlandfill of the City of Joao Pessoa, Paraiba. The ammoniacal-N surface loading on the first pondnof the series was equivalent to 364 kg hau00021 du00021 and the COD surface loading equivalent ton3,690 kg hau00021 du00021. The maximum mean ammonia removal efficiency was 99.5% achieved by thenthird pond in the series which had an effluent concentration of 5.3 mg Lu00021 ammoniacal-N fornan accumulative HRT of 39.5 days. The removal process was mainly attributed to ammonianvolatilization (stripping) from the pond surfaces as a result of high surface pH values and waterntemperatures of 22–261C. Shallow pond systems would appear to be a promising technologynfor stripping ammonia from landfill leachate under tropical conditions.
机译:这项研究评估了一个浅(0.5 m深)废物稳定池系列的效率,以从卫生垃圾填埋场渗滤液中去除高浓度的氨。池塘系统位于巴西东北部Paraiba的Campina Grande的EXTRABES。该池塘系列由填埋的卫生填埋场渗滤液经公路槽车从帕拉伊巴州若昂佩索阿市的卫生填埋场运至实验现场。该系列第一个池中的氨氮表面负荷相当于364 kg hau00021 du00021,而COD表面负荷吨ton3,690 kg hau00021 du00021。该系列中的第三个池塘出水浓度为5.3 mg Lu00021氨水-N,累积HRT为39.5天,最大平均除氨效率为99.5%。去除过程主要归因于高表面pH值和22-261C的水温导致池塘表面氨气挥发(汽提)。浅池系统似乎是在热带条件下从垃圾渗滤液中去除氨的有前途的技术。

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