摘要
某市D污水处理厂设计时执行《污水综合排放标准》(GB8978-1996)中二级标准,无法达到现行标准《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级B标准对脱氮除磷的要求,且进水具有明显的低C/N特征,为此对污水处理系统进行了改造,新建生物选择池、厌氧池和缺氧池,结合原有的卡罗塞尔氧化沟组成A-A2O工艺,生物选择池可以消除硝化液对厌氧除磷的不利影响,提高后续A2O工艺的脱氮除磷效果,出水水质能稳定达标,该工程可以为老厂脱氮除磷工艺改造提供参考.
Second class of the "Integrated Wastewater Discharge Standard"(GB8978-1996) was employed by some projects constructed before 1999.It is unable to meet the current national sanitary standard of first B class of "Municipal Wastewater Treatment Plant discharge standards"(GB 18918-2002) at nitrogen and phosphorus.Water quality parameters of inflow have characteristics of low C/N.Sewage treatment system has been reconstruction for up-to-standard.Bioselection pool,anaerobic tank and Anoxic tank have been construction to combine with Oxidation Ditch to A-A2O Process.Bioselection pool can eliminate the adverse effects of nitrification solution on anaerobic phosphorus and improve the effect of nitrogen and phosphorus removal process for the follow-up A2O.It can provide a reference for the old factory converted into nitrogen and phosphorus removal process.
出处
《佳木斯大学学报(自然科学版)》
CAS
2011年第3期358-360,364,共4页
Journal of Jiamusi University:Natural Science Edition
关键词
A-A2/O工艺
低浓度城市污水
提质改造
污水处理厂
A-A2/O process
low-strength municipal wastewater
up-to-standard reconstruction
wastewater treatment plan