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Study on A_2O method for co-treatment of landfill Leachate and Municipal Sewage

机译:A_2O方法研究垃圾渗滤液和市政污水的共同处理方法

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To solve the problem of huge investment and high difficulty of individually treating landfill leachate, the experiment adopted A_2O simulated wastewater treatment plant to treat landfill leachate combined with municipal sewage. Under the conditions of 11h HRT, 1.0-2.0mg/L DO concentration, 200% mixture reflux proportion, 80% sludge reflux proportion and 20d sludge age, adding langdfill leachate to municipal sewage with the proportion of 1:1500, 1:1000 and 1:600, the effluent concentration can achieve the first order A standard of Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant. When the proportions come to 1:400 and 1:200, the effluent quality can't reach the standard. After a comprehensive consideration of water quality and landfill leachate treatment amount in practice, we can draw a conclusion that the 1:600 proportion is the most suitable one of adding landfill leachate to municipal sewage.
机译:为了解决巨大的投资和单独治疗垃圾渗滤液的难度的问题,实验采用A_2O模拟废水处理厂治疗垃圾渗滤液与市政污水相结合。在11小时HRT的条件下,1.0-2.0mg / L做浓度,200%混合回流比例,80%污泥回流比例和20d污泥年龄,将Langdfille渗滤液添加到市政污水中,比例为1:1500,1:1000和1:600,流出物浓度可以实现一定阶标准的城市废水处理厂污染物排放标准。当比例到1:400和1:200时,流出物质无法达到标准。在全面考虑水质和垃圾填埋场渗滤液治疗金融金额的实践中,我们可以得出一个结论,这是1:600比例是最适合作为城市污水添加垃圾渗滤液中的最合适的比例。

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