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Can coagulation–flocculation be an effective pre-treatment option for landfill leachate and municipal wastewater co-treatment?

机译:混凝絮凝能否成为垃圾渗滤液和市政废水协同处理的有效预处理方法?

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Summary Coagulation–flocculation as pre-treatment option for co-treatment of landfill leachate (LL) and municipal wastewater (MW) was investigated using ferric chloride as coagulant along with a novel flocculant namely polyacrylamide grafted gum ghatti (GGI-g-PAM). Experiment at different coagulant doses with constant flocculant dose was performed at different LL to MW at ratios of 1:20, 1:10, 1:7 and 1:5. Pre-treatment process's efficiency evaluation was based on removal of chemical oxygen demand (COD), total suspended solids (TSS), turbidity and colour. LL and MW characterization revealed that LL was old with low BOD 5 /COD ratio, high ammonia and TSS concentration while MW had moderate COD concentration. FeCl 3 optimum dose was 970 mg/L with 100 mg/L of GGI-g-PAM flocculant. Best pre-treatment was at a ratio of 1:7 where 79% COD, 93% turbidity and 90% TSS removal was recorded. Colour removal was found to decrease with increase in FeCl 3 dose at all the ratios tested except at 1:20. Results indicated that coagulation–flocculation can be useful pre-treatment option for LL and MW co-treatment.
机译:小结使用氯化铁作为凝结剂和一种新型絮凝剂,即聚丙烯酰胺接枝的胶状加蒂(GGI-g-PAM),研究了混凝-絮凝作为垃圾渗滤液(LL)和市政废水(MW)共同处理的预处理方法。以恒定的絮凝剂剂量在不同的凝结剂剂量下,以不同的LL与MW以1:20、1:10、1:7和1:5的比例进行实验。预处理过程的效率评估基于化学需氧量(COD),总悬浮固体(TSS),浊度和颜色的去除。 LL和MW特征表明LL较旧,BOD 5 / COD比低,氨和TSS浓度高,而MW具有中等COD浓度。 FeCl 3最佳剂量为970 mg / L,GGI-g-PAM絮凝剂为100 mg / L。最好的预处理比例为1:7,其中记录了79%的COD,93%的浊度和90%的TSS去除率。在除1:20以外的所有测试比例下,发现脱色都随着FeCl 3剂量的增加而降低。结果表明,混凝-絮凝可能是LL和MW联合治疗的有用的预处理选择。

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