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首页> 外文期刊>Environmental Science and Pollution Research >The removal efficiency of constructed wetlands filled with the zeolite-slag hybrid substrate for the rural landfill leachate treatment
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The removal efficiency of constructed wetlands filled with the zeolite-slag hybrid substrate for the rural landfill leachate treatment

机译:用于农村垃圾填埋场渗滤液处理的沸石 - 渣混合衬底的构造湿地的去除效率

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摘要

The removal efficiencies of two horizontal subsurface flow constructed wetlands (HSSF CWs, down-flow (F1) and up-flow (F2)) filled with the zeolite-slag hybrid substrate for the rural landfill leachate treatment were investigated. The adsorption experiment was conducted to evaluate the potential of zeolite and slag as the wetland substrate. The effects of distance variations along the longitudinal profile of wetland bed on pollutant removal were assessed by sampling at four locations (inlet, outlet, 0.55 m, and 1.10 m from the inlet). During the operation time, the influent and effluent concentrations of chemical oxygen demand (COD), ammonia nitrogen (NH3-N), total nitrogen (TN), heavy metals, and polycyclic aromatic hydrocarbon (PAH) were measured. The results showed that the constructed wetlands were capable of removing COD, 20.5-48.2% (F1) and 18.6-61.2% (F2); NH3-N, 84.0-99.9% (F1) and 93.5-99.2% (F2); TN, 80.3-92.1% (F1) and 80.3-91.2% (F2); and heavy metals, about 90% (F1 and F2). The zeolite-slag hybrid substrate performed excellent removal efficiency for the nitrogen and heavy metals. The inlet area was the most active region of leachate removal. The up-flow constructed wetland (F2) has a higher removal efficiency for the PAH compounds. The significant removal efficiency illustrated that the rural landfill leachate can be treated using the horizontal subsurface flow constructed wetland filled with the zeolite-slag hybrid substrate.
机译:研究了填充有用于农村垃圾渗滤液治疗的沸石 - 渣杂交衬底的两个水平地下流动构造的湿地(HSSF CWS,下流动(F1)和上流(F2))的去除效率。进行吸附实验以评估沸石和渣的潜力作为湿地底物。通过在四个位置(入口,出口,0.55m和1.10μm)在四个位置进行评估沿着湿地床纵向曲线沿湿地剖面沿污染物去除的纵向曲线的影响。在操作时间期间,测定了化学需氧量(COD),氨氮(NH 3-N),总氮(TN),重金属和多环芳烃(PAH)的流出物和流出物浓度。结果表明,构造的湿地能够去除鳕鱼,20.5-48.2%(F1)和18.6-61.2%(F2); NH3-N,84.0-99.9%(F1)和93.5-99.2%(F2); TN,80.3-92.1%(F1)和80.3-91.2%(F2);和重金属,约90%(F1和F2)。沸石 - 渣混合基材对氮和重金属进行了优异的去除效率。入口区域是最活跃的渗滤液区域。上流构造的湿地(F2)对PAH化合物具有更高的去除效率。显着的去除效率说明了农村垃圾填埋渗滤液可以使用填充有沸石 - 渣混合衬底的水平地下流动构造的湿地处理。

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