| 北京城区雨水管道沉积物污染负荷研究 |
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| 引用本文： | 李海燕,徐波平,徐尚玲,崔爽.北京城区雨水管道沉积物污染负荷研究[J].环境科学,2013,34(3):919-926. |
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| 作者姓名： | 李海燕 徐波平 徐尚玲 崔爽 |
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| 作者单位： | 1. 北京建筑工程学院城市雨水系统与水环境省部共建教育部重点实验室,北京,100044
2. 北京建筑工程学院城市雨水系统与水环境省部共建教育部重点实验室,北京 100044;北京丹华创联科技有限公司,北京100070 |
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| 基金项目： | 国家自然科学基金项目(50808009);水体污染控制与治理科技重大专项(2010ZX07320-002);北京市城市雨水系统与水环境生态技术学术创新团队项目(PHR201106124) |
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| 摘 要： | 在北京市城区部分排水管道调研的基础上,通过监测西城区上游、下游雨水管道检查井断面径流中的污染物,研究管道沉积物在次降雨条件下的冲刷释放污染负荷.结果表明,在城市降雨径流污染控制中,雨水管道沉积物的冲刷释放作用对管道出流的污染贡献不可忽视.对于本研究所选取的雨水管道,其中84 m管道中沉积物次降雨(2010年7月9日)过程中对径流出流的污染负荷贡献率分别为:TN(总氮)8.5%、TP(总磷)8.2%、COD 18.3%、SS(悬浮颗粒物)7.7%;295 m管道中沉积物次降雨过程中(2010年8月4日)的污染负荷贡献率为:TN(总氮)23.12%、TP(总磷)30.01%、COD 33.78%、SS(悬浮颗粒物)31.89%.因此,为保证城市水环境得到根本的改善,明确雨水管道沉积物冲刷释放的量对径流总量的控制有一定的借鉴意义.
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| 关 键 词： | 雨水管道 沉积物 降雨径流 污染特性 污染负荷 |
| 收稿时间： | 2012/5/29 0:00:00 |
| 修稿时间： | 2012/10/17 0:00:00 |
Research on Pollution Load of Sediments in Storm Sewer in Beijing District |
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| LI Hai-yan,XU Bo-ping,XU Shang-ling and CUI Shuang.Research on Pollution Load of Sediments in Storm Sewer in Beijing District[J].Chinese Journal of Environmental Science,2013,34(3):919-926. |
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| Authors: | LI Hai-yan XU Bo-ping XU Shang-ling and CUI Shuang |
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| Affiliation: | Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;Sino-Dan Tech Co., Ltd.,Beijing 100070, China;Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China |
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| Abstract: | Based on the investigation of sewer sediments in Xi Cheng district in Beijing, scour-release pollution load in one rainfall from sewer sediments was studied by monitoring the pollutants in the run-off of manhole's section. It was shown that the contribution of scour-release pollutants from sewer sediments to sewer outflow was obvious. The contribution rate of the sediments pollution load to runoff outflow in the 84 m pipeline in one rainfall (9 Jul., 2010) was as follows: TN 8.5%, TP 8.2%, COD 18.3%, SS 7.7%, respectively. And the pollutant contribution rate in the 295 m pipeline in another rainfall (4 Aug., 2010) was TN 23.12%, TP 60.01%, COD 33.78%, SS 31.89%. Therefore, it is important to control the pollution from sewer sediments for the improvement of water environment. |
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| Keywords: | sewer sediment runoff pollution characteristics pollution load |
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