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城市入河径流排放口总污染特征研究
引用本文:罗鸿兵,罗麟,黄鹄,何强,刘娉.城市入河径流排放口总污染特征研究[J].环境科学,2009,30(11):3227-3235.
作者姓名:罗鸿兵  罗麟  黄鹄  何强  刘娉
作者单位:1. 四川农业大学城乡建设学院,都江堰,611830;四川大学水力学与山区河流开发保护国家重点实验室,成都,610065;四川大学建筑与环境学院,成都,610065
2. 四川大学水力学与山区河流开发保护国家重点实验室,成都,610065
3. 城市建设研究院深圳水环境研究中心,深圳,518048
4. 清华大学环境科学与工程系,北京,100084
5. 四川大学建筑与环境学院,成都,610065
基金项目:国家自然科学基金,教育部高等学校博士学科点专项科研基金 
摘    要:流入城市雨源性河流的径流污染不容忽视,以我国南方典型城市深圳市的福田河流域为研究对象,经过18场典型降雨径流的测定,从污染过程线、径流初期效应识别和降雨事件平均浓度(EMC)等方面分析和讨论了城市河流入河径流排放口的总污染特征规律,有利于指导城市河流污染控制.结果表明,排放口地表径流浓度随时间变化历程中,COD、SS、TN、TP和BOD5普遍超出地表Ⅴ类水标准十多倍以上,某典型降雨场次的重金属(铬、镉、铜、砷和汞)污染较为严重,研究区排放口的浓度范围和平均值均高于重庆沙坪坝雨水口和加拿大Silerwood的雨水排放口,但低于武汉十里铺排放口.COD、SS、BOD5的初期效应尤为明显并且COD和SS冲刷强度较大,TN、TP初期效应不明显.COD、SS、TN、TP和BOD5的EMC浓度平均值分别为224.14、571.15、5.223、2.04、143.5 mg/L,在某种程度上,深圳市研究点的COD和SS的EMC值高于邻近的澳门、珠海,TN、TP值高于北京、广州、上海等城市,与国外的一些研究结果相比较,EMC值比韩国、美国及加拿大一些城市地表径流污染物浓度高得多,可见由排放口入河的径流总污染极其严重并需要治理.

关 键 词:径流  城市河流  排放口  总污染特征  初始冲刷
收稿时间:2008/12/10 0:00:00
修稿时间:2009/3/19 0:00:00

Total Pollution Features of Urban Runoff Outlet for Urban River
LUO Hong-bing,LUO Lin,HUANG Gu,HE Qiang and LIU Ping.Total Pollution Features of Urban Runoff Outlet for Urban River[J].Chinese Journal of Environmental Science,2009,30(11):3227-3235.
Authors:LUO Hong-bing  LUO Lin  HUANG Gu  HE Qiang and LIU Ping
Abstract:The urban stormwater runoff discharged to urban river, especially to rainfall source river, cannot be ignored. In this study, the Futian River watershed in Shenzhen city in a typical southern city of China is taken as the research object.In order to guide the pollution control for urban river, the eighteen rainfall events were monitored, and the total pollution features of the urban runoff outlet for this urban river were analyzed and discussed by using the process of pollutographs, the identifying to first flush, event mean concentration (EMC), etc. Results show that the concentrations of COD, SS, TN, TP and BOD5 are ten times more than the grade V of the environmental quality standards for surface water during the runoff time; the pollution caused by heavy metals (Cr, Ge, Cu, Hg and As) in runoff at a typical rainfall event is serious; the average and range of pollutant concentration at this runoff outlet in study area are evidently higher than at Shapingba in Chongqing city of China and at Silerwood in Canada, but are lower than at Shilipu in Wuhan city of China. The first flushes of COD, SS, BOD5, especially COD and SS, are evident, but the TN and TP are not. The average EMC of COD, TN, TP and BOD5 are 224.14, 571.15, 5.223, 2.04, 143.5 mg/L, respectively. To some extent, the EMC of COD is about two times of the value of the near cities, Macao and Zhuhai. The EMC of TN and TP are obviously higher than Beijing, Guangzhou and Shanghai. To compared with foreign counties, the EMC of the study area in Shenzhen is obviously much higher than the cities of Korean, USA and Canada. So the total pollution caused by the urban surface runoff in study area is serious and necessary to be treated.
Keywords:stormwater runoff  urban river  runoff outlet  total pollution features  first flush
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