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广州市中心城区初期雨水面源污染规律初探
引用本文:彭晓春,郑航桅,赵德骏,刘达.广州市中心城区初期雨水面源污染规律初探[J].广东水利水电,2015(9):40-43, 46.
作者姓名:彭晓春  郑航桅  赵德骏  刘达
作者单位:广州市水务工程建设管理中心, 广东 广州 510610,广州市水务工程建设管理中心, 广东 广州 510610,广州市水务工程建设管理中心, 广东 广州 510610,广东省水利水电科学研究院,广东省水动力学应用研究重点实验室, 河口水利技术国家地方联合工程实验室,广东 广州 510635
基金项目:广州市中心城区初期雨水面源污染调查研究;广州市珠江科技新星(Pearl River S&T Nova Program of Guangzhou)专项资助(编号:201506010084)。
摘    要:选取广州市中心城区典型纯雨水排水口进行了18场降雨的径流污染监测,分析了在典型小雨、典型中雨及典型大雨场次下排水口各水质指标随降雨历时的变化规律。研究结果表明,雨水口的COD浓度峰值一般不超过55 mg/L,均值通常介于20~30 mg/L雨水口水质随降雨过程的变化规律较为复杂,初始冲刷效应最明显的水质指标是SS,其次是COD,NH3-N和TN基本没有初始冲刷效应。

关 键 词:雨水口    初期雨水面源污染    污染负荷    降雨量  水质监测
收稿时间:2015/6/6 0:00:00
修稿时间:2015/6/6 0:00:00

Preliminary Study on the Source Pollution of Rainwater at the Initial Stage of Guangzhou
PENG Xiaochun,ZHENG Hangwei,ZHAO Dejun and LIU Da.Preliminary Study on the Source Pollution of Rainwater at the Initial Stage of Guangzhou[J].Guangdong Water Resources and Hydropower,2015(9):40-43, 46.
Authors:PENG Xiaochun  ZHENG Hangwei  ZHAO Dejun and LIU Da
Affiliation:Water Engineering Construction Management Center of Guangzhou City, Guangzhou 510610, China,Water Engineering Construction Management Center of Guangzhou City, Guangzhou 510610, China,Water Engineering Construction Management Center of Guangzhou City, Guangzhou 510610, China and Guangdong Research Institute of Water Resources and Hydropower,Guangdong Key Laboratory of Hydrodynamic Research, State Joint Engineering Laboratory of Estuary Hydraulics, Guangzhou 510635, China
Abstract:Taking a typical outfall solely draining away rainfalls as trial point, the monitoring data of 18 runoff pollution have been recorded. The water quality index with the changing law of the rainfall have been analyzed in typical drain under light rain, moderate rain, and heavy rain events respectively. The results show that the maximum of COD concentration is generally not more than 55mg/L, and the mean value is usually between 20 mg/L~30mg.The variation law of the water quality of the rain water outlet with the rainfall is complex,the most obvious quality indexes of the first flush effect is SS, followed by COD, NH3-N and TN had no initial scouring effect.
Keywords:rain water outfall  initial rainwater pollution  pollution load  rainfall  water quality monitoring
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