Tekeli Ayça N, Arslan Ayla
Environmental Engineering Department, University of Kocaeli, 41040, Izmit, Kocaeli, Turkey.
Environ Monit Assess. 2008 Mar;138(1-3):191-9. doi: 10.1007/s10661-007-9763-6. Epub 2007 Jun 14.
We investigated conventional characterization of wastewaters of the "Kullar Domestic Wastewater Treatment Plant." In the study of conventional characterization; 23 composite samples, which were taken during 10 months, were used and analysed as COD, BOD5, TKN, NH3-N, SS, VSS, TP, RP, TS, Alkalinity, oil and grease, detergent, chloride parameters. For determine of the plant efficiency, 8 output grab samples were taken. The COD and BOD5 values of influent, respectively, ranging from 37 to 1,056 mg/L and 8 to 140 mg/L in total wastewater. The meanly BOD5/COD ratio was calculated as 0.34 in total wastewaters.
我们调查了“库拉尔生活污水处理厂”废水的常规特性。在常规特性研究中,使用了在10个月期间采集的23个混合样品,并对其进行了化学需氧量(COD)、生化需氧量(BOD5)、总凯氏氮(TKN)、氨氮(NH3-N)、悬浮物(SS)、挥发性悬浮物(VSS)、总磷(TP)、溶解性总磷(RP)、总固体(TS)、碱度、油类和油脂、洗涤剂、氯化物等参数的分析。为了确定该厂的处理效率,采集了8个出水瞬时样品。总废水中进水的COD和BOD5值分别为37至1056毫克/升和8至140毫克/升。总废水中BOD5/COD的平均比值计算为0.34。