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首页> 外文期刊>Journal of the Chemical Society of Pakistan >Orthogonal Test Design Based Analysis of Factors Controlling Simultaneous Anaerobic Sulfide and Nitrate Removal Process
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Orthogonal Test Design Based Analysis of Factors Controlling Simultaneous Anaerobic Sulfide and Nitrate Removal Process

机译:基于正交试验设计的厌氧硫化物和硝酸盐同时去除过程控制因素分析

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The present study deals with comprehensive analysis of the main factors like the effects of pH, influent substrate concentration and hydraulic retention time (HRT) driving simultaneous anaerobic sulfide and nitrate removal process. The analysis involved a multi-factorial orthogonal experiment. The results of range and variance analyses showed that decreasing influent substrate concentration might improve the effluent quality. Consequent to controlling the reaction pH at 7.0±0.1, the effluent quality was the best keeping influent sulfide concentration of 220 mg·L~(-1) and HRT of 10 h. Influent substrate concentration and HRT had significant bearing on the substrate removal rate, while pH had no significant effect. Decreasing HRT was a better option to increase substrate removal rate. Controlling the reaction pH around 7.0±0.1, feeding influent sulfide concentration of 520 mg·L~(-1) at HRT of 4h resulted in the optimum substrate removal rate.
机译:本研究对影响pH值,进水底物浓度和水力停留时间(HRT)的驱动因素同时进行厌氧硫化物和硝酸盐去除过程的主要因素进行了综合分析。该分析涉及多因素正交实验。范围和方差分析的结果表明,降低进水底物浓度可能会提高废水质量。通过控制反应pH值为7.0±0.1,出水水质最好,进水硫化物浓度为220 mg·L〜(-1),HRT为10 h。进水底物浓度和HRT对底物去除率有显着影响,而pH值没有显着影响。降低HRT是提高基材去除率的更好选择。将反应pH控制在7.0±0.1左右,在4h HRT下进料硫化物进水浓度为520 mg·L〜(-1),得到了最佳的底物去除率。

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