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无锡市胡埭污水处理厂升级改造工艺设计
引用本文:蒋岚岚,胡邦,陈皓,白向兵.无锡市胡埭污水处理厂升级改造工艺设计[J].中国给水排水,2010,26(6).
作者姓名:蒋岚岚  胡邦  陈皓  白向兵
作者单位:1. 无锡市政设计研究院有限公司,江苏,无锡,214072
2. 无锡市胡埭污水处理厂,江苏,无锡,214011
摘    要:无锡市胡埭污水处理厂升级改造工程实施规模为0.7×104m3/d,采用强化C-TECH二级生物脱氮除磷以及增加三级盘片式微过滤工艺进行工艺改造,出水达到《城镇污水处理厂污染物排放标准》(GB 18918—2002)中的一级A标准。介绍了升级改造工程处理工艺选择、工程设计参数、设备配置情况等,总结分析了升级改造工艺设计的技术特点和要求。

关 键 词:升级改造  C-TECH工艺  生物脱氮  微过滤

Process Design for Upgrading and Reconstruction of Hudai Wastewater Treatment Plant in Wuxi
JIANG Lan-lan,HU Bang,CHEN Hao,BAI Xiang-bing.Process Design for Upgrading and Reconstruction of Hudai Wastewater Treatment Plant in Wuxi[J].China Water & Wastewater,2010,26(6).
Authors:JIANG Lan-lan  HU Bang  CHEN Hao  BAI Xiang-bing
Abstract:The design capacity of upgrading reconstruction project of Hudai WWTP in Wuxi is 0.7×10~4m~3/d.The enhanced C-TECH secondary treatment for nitrogen and phosphorus removal and is adopted,and a three-stage plate microfiltration process is supplemented for upgrading and reconstruction.The effluent quality reaches the first level A criteria specified in Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB 18918-2002).The selection of treatment processes,design parameters and equipments collocation are presented.The technical characteristics and requirement of process design for upgrading and reconstruction are summarized and analyzed.
Keywords:upgrading and reconstruction  C-TECH process  biological nitrogen removal  microfiltration
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