城市流域降雨径流水质特性及初期冲刷现象

王书敏; 郭树刚; 何 强; 颜文涛; 宋 力

城市流域降雨径流水质特性及初期冲刷现象

1.
重庆文理学院, 环境材料与修复技术重庆市重点实验室, 重庆 402160 ;重庆大学三峡库区生态环境教育部重点实验室, 重庆 400045
2.
内蒙古鄂尔多斯市环境保护中心监测站, 内蒙古鄂尔多斯 017010
3.
重庆大学三峡库区生态环境教育部重点实验室, 重庆 400045
4.
重庆文理学院, 环境材料与修复技术重庆市重点实验室, 重庆 402160

基金项目: 国家水体污染控制与治理科技重大专项(2008ZX07315-001)；重庆市科学技术委员会项目(cstc2014jcyjA20022)；重庆市教育委员会科技项目(KJ1401120)

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出版历程
- 刊出日期: 2015-04-25

Water Quality Characteristics of Stormwater Runoff and the First Flush Effect in Urban Regions

1.
Chongqing Key Laboratory of Environmental Material and Restoration Technology, Chongqing University of Arts and Sciences, Chongqing 402160, China ;Key Laboratory of Eco-Environment of Three Gorges Region of Ministry of Education, Chongqing University, Chongqing 400045, China
2.
Environmental Protection Monitoring Station of Ordos, Ordos 017010, China
3.
Key Laboratory of Eco-Environment of Three Gorges Region of Ministry of Education, Chongqing University, Chongqing 400045, China
4.
Chongqing Key Laboratory of Environmental Material and Restoration Technology, Chongqing University of Arts and Sciences, Chongqing 402160, China

摘要

摘要: 为了解城市流域降雨径流水质特性及其初期冲刷现象,以重庆市盘溪河流域和虎溪流域为研究对象,对6场降雨径流进行监测. 结果表明:各场次降雨中,城市流域降雨径流污染物浓度均呈抛物线型分布；在所监测的6场降雨中,盘溪河流域ρ(TSS)(TSS为总悬浮物)、ρ(COD_Cr)、ρ(TN)、ρ(TP)平均值分别为2 000、420、13.0、5.7 mg/L,虎溪流域ρ(TSS)、ρ(COD_Cr)、ρ(TN)、ρ(NH₃-N)、ρ(NO₃--N)、ρ(TP)、ρ(Fe)、ρ(Zn)、ρ(Pb)、ρ(Cd)的平均值分别为33、38、2.6、0.7、1.1、0.1、2.1、0.2、0.6、0.06 mg/L. 在盘溪河流域和虎溪流域降雨径流中,磷均以颗粒态为主(分别占56%和87%),氮均以无机氮为主(分别占72%和82%). 盘溪河流域未发现明显的初期冲刷现象,虎溪流域初期40%的径流携带了50%~80%的污染负荷. 降雨径流流量分析表明,单峰降雨事件的峰值流量取决于且滞后于峰值雨强,多峰降雨事则件往往导致多峰流量响应.
- 城市流域 /
- 降雨径流 /
- 水质 /
- 流量 /
- 初期冲刷现象
Abstract: Urbanization has been a dominant trend of social development all around the world over the last half century. This has led to increases in paved areas and changes in hydrological regimes, including increased volumes of storm water runoff with higher peak flow rates and floodwater levels. In order to understand the characteristics of urban stormwater runoff and the first flush effect, Panxi River Basin and Huxi Basin in Chongqing University were selected as study areas to monitor six rainfall events. Samples were collected at specified intervals during the rainfall seasons. Specifically, one sample was collected every 5 minutes during the first 30 minutes after the runoff started, every 10 minutes during the period of 30-60 minutes, and thereafter every 30 minutes until the runoff disappeared or became gradually stable. The rainfall was recorded automatically with an automatic rain gauge (JDZ-1, China) placed near the monitoring points. The results of water quality analysis showed that pollutant concentrations appeared in a parabolic distribution in the urban watershed runoff during rainfall seasons. The averages of ρ(TSS), ρ(COD_Cr), ρ(TN) and ρ(TP) were 2000,0, 13.0 and 5.7 mg/L in the Panxi River Basin, while the means of ρ(TSS), ρ(COD_Cr), ρ(TN), ρ(NH₃-N), ρ(NO₃^--N), ρ(TP), ρ(Fe), ρ(Zn), ρ(Pb) and ρ(Cd) were 33,8, 2.6,0.7,1.1,0.1,2.1,0.2,0.6 and 0.06 mg/L in the Huxi Basin, respectively. Particle organic phosphorus (PON) consisted of most of the total phosphorus concentrations in the two studied watersheds (56% and 87%), and the total nitrogen concentration was mainly composed of inorganic nitrogen (72% and 82%). Analysis of the first flush effect indicated that no first flush effect was found in Panxi River watershed, and 50%-80% of the total pollution loads were carried by 40% of the initial runoff volume in Huxi Basin. Runoff volume analysis showed that peak runoff flow was determined and followed by peak rainfall intensity in unimodal rainfall events, and multimodal rainfall could also lead to multiple peak flow rates. Our study results provide reference for the management of urban runoff.
- urban basin /
- rainfall runoff /
- water quality /
- rate of flow /
- first flush effect

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