摘要
某污水处理厂无法达到现行《城镇污水处理厂污染物排放标准》(GB18918-2002)一级A标准,为此对污水处理系统进行了改造,新建UASB池,结合原有的A/O池组成UASB-A/O组合工艺。UASB池可以提高后续A/O池的脱氮除磷效果,处理水质达到《城镇污水处理厂污染物排放标准》(GB18918-2002)一级A标准。
The wastewater treatment plant is unable to meet the current standard of first A class of "Municipal Wastewater Treatment Plant discharge standards" (GB18918-2002). Sewage treatment system has been reconstruction.UASB pool has been construction to combine with the intrinsic anaerobic pool and aerobic pool to UASB-A/O Process. UASB pool can improve the effect of nitrogen and phosphorus removal process for the following A/O pool.The effluent can meet the standard of first A class of "Municipal Wastewater Treatment Plant discharge standards"(GB 18918-2002).
出处
《天津化工》
CAS
2013年第6期22-24,共3页
Tianjin Chemical Industry
关键词
UASB-A
O工艺
提质改造
污水处理厂
UASB-A/O process
up-to-standard reconstruction
wastewater treatment plant