Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee 247 667, India.
Bioresour Technol. 2010 May;101(9):3060-6. doi: 10.1016/j.biortech.2009.12.055. Epub 2010 Jan 13.
The effects of short-term organic shock loads on the performance of a laboratory scale two-stage activated sludge (AS)-biofilm reactor working at 6 h HRT and treating medium strength domestic wastewater was studied by increasing the influent chemical oxygen demand (COD) to 2-4 times the normal values. Each shock load was applied for a period of 6 h, after which normal loading conditions were resumed. The maximum effluent COD concentration obtained was 169, 169, 250 and 617 mg/L under the shock loads of 808, 1170, 1358 and 1900 mg COD/L, respectively. The COD removal rate increased with increasing effective OLR. The system recovered quickly from shock loads; recovery time proportional to the magnitude of shock loads. The optimum loading rate of the reactor was found at effective OLR of 170 mg COD/m(3)/h. Shock loads changed the dominant bacterial type in the reactor from Gram-positive rods to Gram-negative oval shaped bacteria.
短期有机冲击负荷对 6 小时水力停留时间的实验室规模两段式活性污泥(AS)-生物膜反应器处理中等强度生活污水性能的影响,通过将进水化学需氧量(COD)增加到正常值的 2-4 倍来研究。每次冲击负荷持续 6 小时,然后恢复正常负荷条件。在冲击负荷为 808、1170、1358 和 1900 mg COD/L 时,最大出水 COD 浓度分别为 169、169、250 和 617 mg/L。COD 去除率随有效 OLR 的增加而增加。系统从冲击负荷中快速恢复;恢复时间与冲击负荷的大小成正比。在有效 OLR 为 170 mg COD/m(3)/h 时,发现了反应器的最佳负荷率。冲击负荷改变了反应器中优势细菌类型,从革兰氏阳性杆菌变为革兰氏阴性椭圆形细菌。