Majumder Partha Sarathi, Gupta S K
Centre for Environmental Science and Engineering, Indian Institute of Technology, Powai, 400076 Mumbai, India.
Water Res. 2003 Nov;37(18):4331-6. doi: 10.1016/S0043-1354(03)00436-6.
The performance of a hybrid reactor, comprising of trickling filter and activated sludge process, in treating nitrobenzene wastewater was investigated. Acetate induced cells of mixed consortia was acclimatized with gradual increase of nitrobenzene concentration up to 90 mg/l in 100 days using sodium acetate as co-substrate and considering COD and nitrobenzene concentration as paramount parameters for assessing the growth of biofilm and acclimation. A removal of 60-95.80% COD and 80-90.23% nitrobenzene was observed during acclimation. During hydraulic retention time (HRT) studies, the optimum HRT was found to be 29.55 h at which a maximum of 95.83% COD and 97.93% nitrobenzene removal was observed. Other studies included optimization of C:N ratio, substrate:co-substrate ratio, effect of shock loading and estimation of volatilization losses. The optimum C:N ratio was found to be 100:20 at which maximum 97.93% removal of nitrobenzene was observed. At optimum HRT (29.55 h) and optimum C:N ratio (100:20) optimum substrate:co-substrate ratio was found to be 1:33. From the shock load studies it can be concluded that the system can withstand shock load up to two times of usual nitrobenzene concentration. A loss of 9.44% nitrobenzene was observed due to volatilization and mass balance gave an efficiency of 87.49% biological removal of nitrobenzene.
研究了由滴滤池和活性污泥工艺组成的混合反应器处理硝基苯废水的性能。以乙酸钠作为共底物,考虑化学需氧量(COD)和硝基苯浓度作为评估生物膜生长和驯化的首要参数,在100天内逐步将硝基苯浓度提高至90mg/L,使乙酸诱导的混合菌群细胞适应环境。驯化过程中观察到COD去除率为60 - 95.80%,硝基苯去除率为80 - 90.23%。在水力停留时间(HRT)研究中,发现最佳HRT为29.55小时,此时观察到COD最大去除率为95.83%,硝基苯最大去除率为97.93%。其他研究包括碳氮比(C:N)、底物与共底物比例的优化、冲击负荷的影响以及挥发损失的估算。发现最佳C:N比为100:20,此时硝基苯最大去除率为97.93%。在最佳HRT(29.55小时)和最佳C:N比(100:20)条件下,最佳底物与共底物比例为1:33。从冲击负荷研究可以得出结论,该系统能够承受高达正常硝基苯浓度两倍的冲击负荷。观察到由于挥发导致9.44%的硝基苯损失,质量平衡得出硝基苯生物去除效率为87.49%。