摘要
南昌青山湖污水厂设计现状规模为50万m3/d,尾水排放执行GB 18918—2002二级标准。文中介绍和分析了青山湖污水处理厂的现状运行情况,由此确定提标至一级B标准的污水、污泥、除臭工艺的设计参数。
Current design capacity of Nanchang Qingshanhu Wastewater Treatment Plant（WWTP） is 500 000 m^3/d, and effluent water quality meets the Level 2 criterion of GB 18918 2002. Current operational condition of Qingshanhu WWTP is introduced and analyzed, based on which designed parameters of wastewater, sludge and deodorization process for the upgrading and reconstruction project of Qingshanhu WWTP to meet the Level 1 Class B criterion are confirmed.
作者
陈昱霖
Chen Yulin(Shanghai Municipal Engineering Design Institute 〈Group〉 Co.,Ltd.,Shanghai 200092,China)
出处
《净水技术》
CAS
2018年第11期83-87,共5页
Water Purification Technology
关键词
污水处理厂
提标改造
多模式AAO
设计方案
wastewater treatment plant（WWTP）
upgrading and reconstruction
multimode AAO process
design scheme
