某县城中心城区初期雨水调蓄池设计及环境效益研究
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摘要
初期雨水调蓄池是对服务范围内的径流雨水进行截流和储存,以控制径流总量和初期雨水污染的设施。本文以某县城中心城区为例,详细介绍了调蓄池容积的计算方法、调蓄标准、运行模式及调蓄水体的出路,研究了调蓄池运行过程中对合流制排水系统产生的环境效益,为今后完善初期雨水调蓄池的设计提供参考和借鉴。
The initial rainwater storage tank is a facility for intercepting and storing runoff and rainwater in the service area to control total runoff and initial rainwater pollution. Taking the central city of a county as an example, this paper introduces the calculation method of the storage tank volume, the standard of storage, the operation mode and the way out of the water storage, and studies the environmental benefits of the confluence drainage system during the operation of the storage pool, and provides reference for the future design of the perfect rainwater storage pool.
The initial rainwater storage tank is a facility for intercepting and storing runoff and rainwater in the service area to control total runoff and initial rainwater pollution. Taking the central city of a county as an example, this paper introduces the calculation method of the storage tank volume, the standard of storage, the operation mode and the way out of the water storage, and studies the environmental benefits of the confluence drainage system during the operation of the storage pool, and provides reference for the future design of the perfect rainwater storage pool.
引文
1程江,许莉,潘炜,等.雨水调蓄池容积设计标准及其污染减排效益研究[J].中国给水排水,2013,29(23):166-170.
2 金敦.城市排水系统中初期雨水调蓄池的设计探讨[J].城市道桥与防洪,2013,(7):130-132.
3 徐晓梅,黎巍,何佳,等.昆明主城合流污水调蓄池截污效能模拟[J].环境科学研究,2012,25(10):1180-1186.
4 程晓波.上海市中心城区初期雨水污染治理策略与案例分析[J].城市道桥与防洪,2012,(6):168-171.
5 王肖军.初期雨水调蓄池在城市排水系统中的应用[J].中国给水排水,2012,28(10):45-47.
2 金敦.城市排水系统中初期雨水调蓄池的设计探讨[J].城市道桥与防洪,2013,(7):130-132.
3 徐晓梅,黎巍,何佳,等.昆明主城合流污水调蓄池截污效能模拟[J].环境科学研究,2012,25(10):1180-1186.
4 程晓波.上海市中心城区初期雨水污染治理策略与案例分析[J].城市道桥与防洪,2012,(6):168-171.
5 王肖军.初期雨水调蓄池在城市排水系统中的应用[J].中国给水排水,2012,28(10):45-47.