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滨河带真空截污工程设计与效果监测
引用本文:靳军涛,袁茂新,陈俊,管运涛.滨河带真空截污工程设计与效果监测[J].中国给水排水,2012,28(2):64-68.
作者姓名:靳军涛  袁茂新  陈俊  管运涛
作者单位:1. 清华大学环境学院,北京100084;清华大学深圳研究生院,广东深圳518055;清华-京大环境技术联合研究和教育中心,广东深圳518055
2. 常州市建设局,江苏常州,213001
3. 常州市排水管理处,江苏常州,213017
基金项目:国家水体污染控制与治理科技重大专项项目
摘    要:基于北市河滨河带入河排污口污水排放量及地形地质调研,设计了北市河真空截污工程,并进行了效果监测。监测结果表明,系统每小时负压漏损率<5%,收集污水量为50~220m3/d;系统室内突发噪声最大为91.9 dB,室外为70.3 dB,达到企业及城市区域标准,泵站周边未检出H2S、NH3,系统不存在噪声及臭气问题;从经济投资及截污效果看,真空排水系统不宜在常规条件下进行推广,而应该作为重力排水系统的补充在特殊地形地质等区域进行推广使用。

关 键 词:截污工程  真空排水系统  设计计算  效果评估

Design and Effect Monitoring of Riverside Vacuum Sewage Interception Project
JIN Jun-tao , YUAN Mao-xin , CHEN Jun , GUAN Yun-tao.Design and Effect Monitoring of Riverside Vacuum Sewage Interception Project[J].China Water & Wastewater,2012,28(2):64-68.
Authors:JIN Jun-tao  YUAN Mao-xin  CHEN Jun  GUAN Yun-tao
Affiliation:1,2,3(1.School of Environment,Tsinghua University,Beijing 100084,China;2.Graduate School at Shenzhen,Tsinghua University,Shenzhen 518055,China;3.Cooperative Research and Education Center for Environmental Technology,Tsinghua University and Kyoto University, Shenzhen 518055,China;4.Changzhou City Construction Administration,Changzhou 213001, China;5.Changzhou Drainage Administration,Changzhou 213017,China)
Abstract:Based on the sewage discharge quantity from the riverside discharge outlets into the Beishi River and the investigation on the geology and topography,the vacuum sewage interception project of the Beishi River was designed,and the effect monitoring was performed.The results show that the system collects sewage of 50 to 220 m3/d with hourly negative pressure leakage rate of less than 5%.The maximum sudden noise during the system operation is 70.3 dB outdoors and 91.9 dB indoors,which meets the requirements of the enterprise and urban regional noise criteria.H2S and NH3 are not detected around the pumping station.So the system has no noise and odor problems.From the point of view of economic investment and interception effect,the vacuum drainage system should not be applied under conventional conditions but should be used under special topographical and geological conditions as a beneficial supplement of gravity drainage system.
Keywords:sewage interception project  vacuum drainage system  design calculation  effect assessment
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