摘要
某市污水处理厂工程设计水量达到5.86万t/d。该污水厂的污水处理采用预处理和Carrousel氧化沟工艺,然后经二沉池出水。污泥处理采用浓缩池进行污泥浓缩,然后进入消化池,经过消化的污泥经进一步脱水后填埋。出水达到国家污水综合排放标准(GB18978-2002)一级B标准。
The sewage treatment plant project of a city is designed to reach 58600 tons of water / day. The sewage treatment process in this wastewater treatment plant is pretreatment and carrousel oxidation ditch, then the effluent outflow from the secondary settling tank. Sludge treatment using concentration basin to enrich it, then the sludge goes into the digestive pool, and landfilling after digestion by further dehydration. Implementa- tion of the national sewage effluent discharge standards (GB18978 -2002) reached 1B standard.
出处
《河南城建学院学报》
CAS
2012年第3期24-26,共3页
Journal of Henan University of Urban Construction
关键词
污水处理
氧化沟工艺
脱氮除磷
sewage treatment
oxidation ditch process
nitrogen and phosphorus removal