Tawfik A, Zeeman G, Klapwijk A, Sanders W, El-Gohary F, Lettinga G
National Research Centre, Water Pollution Control Department, El-tahrir St., Dokki, Giza, Egypt.
Water Sci Technol. 2003;48(1):131-8.
A Rotating Biological Contactor (RBC) was fed with raw domestic wastewater or anaerobic effluents. The experiments were conducted at increasing operational temperatures viz. 11, 20 and 30 degrees C to assess the potential increase in removal efficiencies for the different COD fractions (COD(total), COD(suspended), COD(colloidal) and COD(soluble)), E. coli and in the nitrification rate. The results clearly show that, the RBC at HRT of 2.5 h and OLR of 47 g COD/m2 x d provided a very high residual COD(total) value of 228 mg/l when treating domestic wastewater. This was not the case as compared to the results obtained for the system when operated at the same HRT but at lower OLR's of 27, 20 and 14.5 g COD/m2 x d with a UASB effluent at operational temperatures of 11, 20 and 30 degrees C respectively. The residual COD(total) values amounted to 100, 85 and 72 mg/l in the final effluents. Moreover, a high removal of ammonia and low residual values of E. coli was found for the RBC when treating a UASB effluent at operational temperature of 30 degrees C as compared to the situation for treatment of domestic wastewater and UASB effluent at lower temperatures of 11 and 20 degrees C. It can be concluded that an efficient pre-treatment of sewage implies a substantial reduction of OLR applied to the RBC and consequently improves the residual of COD(total) ammonia and E. coli in the final effluent. Therefore, this study supports using a combined system UASB/RBC for treatment of domestic wastewater for reuse in irrigation.
向旋转生物接触器(RBC)中输入生活污水原水或厌氧出水。实验在不断升高的运行温度下进行,即11℃、20℃和30℃,以评估不同化学需氧量(COD)组分(总COD、悬浮COD、胶体COD和溶解性COD)、大肠杆菌的去除效率以及硝化速率的潜在提升情况。结果清楚地表明,当处理生活污水时,水力停留时间(HRT)为2.5小时、有机负荷率(OLR)为47克COD/平方米·天的RBC产生的总COD残留值非常高,为228毫克/升。与在相同HRT但较低OLR(分别为27、20和14.5克COD/平方米·天)下运行该系统的结果相比,情况并非如此,此时分别以11℃、20℃和30℃的运行温度处理上流式厌氧污泥床(UASB)出水。最终出水中的总COD残留值分别为100、85和72毫克/升。此外,与在11℃和20℃较低温度下处理生活污水和UASB出水的情况相比,当RBC在30℃运行温度下处理UASB出水时,发现氨的去除率很高且大肠杆菌的残留值很低。可以得出结论,对污水进行有效的预处理意味着大幅降低应用于RBC的OLR,从而改善最终出水中总COD、氨和大肠杆菌的残留情况。因此,本研究支持使用UASB/RBC组合系统处理生活污水以便用于灌溉回用。