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Application of Mathematical Models and Fuzzy Regression Analysis to Determine the Microbial Growth Kinetic Coefficients and Predicting Quality of Treated Wastewater

机译:数学模型和模糊回归分析在确定微生物生长动力学系数和处理废水质量中的应用

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摘要

In this study, using aeration tank sludge of Ekbatan, Tehran wastewater treatment in pilot lab scale and observing the amount of aeration, temperature, pH and concentration of feed inlet to the treatment plant, system efficiencies and changes in microbial growth were evaluated, and with the use and application of mathematical methods and Monod equations and finally by modelling the process using fuzzy regression analysis, kinetic coefficient values and output quality effluent of the plant were determined and predicted. The results of the ASM1 model for kinetic coefficients of K_s were determined as 31.2 gCOD/m~3, μ_H as 3.9 day~(-1), b_H as 0.077 day~(-1) and Y_H as 0.51gCOD X_H (gCOD S_s)~(-1). Activated sludge biological treatment process modelling using fuzzy regression analysis showed that correlation coefficient between the actual data and model for VSS, COD and SCOD equals to 0.97 by power function, 0.95 by linear function and 0.86 by power function respectively.
机译:在这项研究中,使用Ekbatan的曝气池污泥,在中试规模的德黑兰废水处理中,观察曝气量,温度,pH和进料口的浓度,评估系统效率和微生物生长的变化,并通过数学方法和Monod方程的使用和应用,最后通过模糊回归分析对过程进行建模,确定并预测了工厂的动力学系数值和输出质量废水。 ASM1模型的K_s动力学系数的结果确定为31.2 gCOD / m〜3,μ_H为3.9天〜(-1),b_H为0.077天〜(-1),Y_H为0.51gCOD X_H(gCOD S_s) 〜(-1)。活性污泥生物处理过程的模糊回归分析表明,实际数据与模型之间的相关系数分别为:幂函数为0.97,线性函数为0.95,幂函数为0.86。

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