首页> 外文期刊>Nature environment and pollution technology >Application of Mathematical Models and Fuzzy Regression Analysis to Determine the Microbial Growth Kinetic Coefficients and Predicting Quality of Treated Wastewater
【24h】

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预测中的应用

获取原文
           

摘要

In this study, using aeration tank sludge of Ekbatan, Tehran wastewater treatment in pilot lab scale andobserving 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 ofmathematical methods and Monod equations and finally by modelling the process using fuzzy regressionanalysis, 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 3.9day -1 , b H as 0.077 day -1 and Y H as 0.51gCOD X H (gCOD S S ) -1 . Activated sludge biological treatment processmodelling using fuzzy regression analysis showed that correlation coefficient between the actual data andmodel for VSS, COD and SCOD equals to 0.97 by power function, 0.95 by linear function and 0.86 by powerfunction respectively.
机译:在这项研究中,使用Ekbatan的曝气池污泥,在中试实验室规模处理德黑兰废水,并观察曝气量,温度,pH值和进料口的浓度,评估系统效率和微生物生长变化,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,确定并预测了植物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,μH为3.9day -1,b H为0.077 day -1,YH为0.51gCOD XH(gCOD SS)-1。活性污泥生物处理过程的模糊回归分析表明,VSS,COD和SCOD的实际数据与模型之间的相关系数按幂函数分别为0.97,线性函数为0.95,幂函数为0.86。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号