An aerobic biofilm model was established through combining the simplified Activated Sludge Model No.l, ASMI and the equations of mass transfer reaction. And then modify the model on account of the characteristic of coking wastewater. It was found through analysis of and comparison that the influences of inhibitor concentration, temperature and raw water concentration on effluent COD, NIL, ～-hl and NO-N.%将简化的ASM1与生物膜动力学方程结合,运用均相生物膜概念,建立好氧生物膜的模型,并且针对工业废水的特征,进行模型修正.通过与模拟结果的分析对比,研究了抑制剂浓度、温度和进水浓度变化对出水COD、氨氮和硝态氮的影响.
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