某排水泵站全地下式初雨调蓄池设计
Design of Full Underground Type of Initial Rainwater Storage Tank for a Drainage Pumping Station
袁红丹1
作者信息
- 1. 上海友为工程设计有限公司,上海 200093
- 折叠
摘要
随着我国经济社会的不断发展,城市面源污染负荷正在逐年提高,对区域河道、湖泊等水环境质量造成了严重威胁.在排水系统末端设置初雨调蓄池,是控制径流污染、改善区域水环境的重要工程性措施之一.文章结合上海市位于商务区的某已建排水泵站处新建全地下初雨调蓄池的设计实例,针对全地下式初雨调蓄池的建设形式、运行模式、主要工艺类型选择等方面的主要问题,在占地面积、经济投资、管养维护等方面进行了研究和论证分析,并介绍了该初雨调蓄池主要工艺参数的优化设计方案,可为同类型全地下式排水泵站初雨调蓄池的设计提供一定思路参考.
Abstract
With the continuous development of economy and society at home,the urban non-point source pollution load is increasing year by year,which has seriously threatened the water environment quality of regional rivers and lakes.It is an important measure to control runoff pollution and improve regional water environment to set initial rainwater storage tank at the end of drainage system.Combined with an example of the design of underground initial rainwater storage tank for a drainage pumping station in Shanghai City,the paper demonstrates and analyzes the land area,economic investment,management and maintenance,according to the construction type,operation mode,process selection,etc.The optimum design scheme of the main process parameters of the initial rainwater storage tank is introduced,which can provide reference for application of underground initial rainwater storage tank for a drainage pumping station.
关键词
分流制排水系统/面源污染/初雨调蓄池/全地下式/论证分析Key words
separate drainage system/non-point source pollution/initial rainwater storage tank/full underground type argumentation and analysis引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据