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Coagulation-flocculation process for landfill leachate pretreatment and optimization with response surface methodology

机译:混凝-絮凝工艺对垃圾渗滤液的预处理及响应面法的优化

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The present paper aimed to characterize and treat a landfill leachate using a coagulation-flocculation process. The leachate was obtained from a landfill in the city of Sousse, Tunisia. Its physicochemical characterization showed high levels of chemical oxygen demand (COD), ammonium, and heavy metal contents. The coagulation-flocculation process was applied as pretreatment effluent to reduce these pollutants. The key operating parameters (pH, coagulant dose, flocculant dose, and mixing speed in the flocculation step) on the coagulation-flocculation process were optimized using response surface methodology to investigate COD removal in landfill leachate. In this regard, a hybrid design was carried out to seek optimal conditions which were as follows: pH: 3.36; concentration of coagulant: 0.87g/l; concentration of flocculant: 26mg/l; and mixing speed: 48rpm. These conditions have been proved experimentally.
机译:本文旨在通过混凝-絮凝工艺表征和处理垃圾渗滤液。渗滤液是从突尼斯苏斯市的一个垃圾填埋场获得的。其理化特性显示高水平的化学需氧量(COD),铵和重金属含量。混凝-絮凝工艺被用作预处理废水以减少这些污染物。使用响应面方法研究了垃圾渗滤液中的COD去除量,优化了絮凝-絮凝过程中的关键操作参数(pH,凝结剂剂量,絮凝剂剂量和絮凝步骤中的混合速度)。在这方面,进行了一种杂合设计以寻求如下的最佳条件:pH:3.36; pH:3.36。凝结剂浓度:0.87g / l;絮凝剂浓度:26mg / l;和混合速度:48rpm。这些条件已通过实验证明。

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