Discussion about initial runoff and volume capture ratio of annual rainfall

被引:20
作者
Zhang, Kun [1 ]
Che, Wu [1 ]
Zhang, Wei [1 ]
Zhao, Yang [2 ]
机构
[1] Beijing Univ Civil Engn & Architecture, Key Lab Urban Stormwater Syst & Water Environm, Minist Educ, Beijing 100044, Peoples R China
[2] Beijing Yuren Rainwater Ecotechnol Co Ltd, Beijing 100044, Peoples R China
关键词
first flush; initial runoff; volume capture ratio of annual rainfall (VCRa); water quality volume (WQV); POLLUTANT WASH-OFF;
D O I
10.2166/wst.2016.307
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In recent years, runoff pollution from urban areas has become a major concern all over the world. But there exists a worldwide confusion about how much stormwater should be captured for the purpose of runoff pollution control. Furthermore, the construction cost and pollution control efficiency are closely linked with the size of stormwater facilities, which is then related to the first flush (FF) phenomenon and volume capture ratio of annual rainfall (VCRa). Based on this background, analysis of the random and changeable characteristics of the occurrence of FF was carried out first, which was proved to vary with catchment characteristics and pollutant types. Secondly, the distribution of design rainfall depth toward 85% VCRa in China and its causes have been analyzed. Thirdly, the relationship between initial runoff and VCRa has been studied at both conceptual and numerical levels, and the change rule of VCRa along with design rainfall depth in different regions has been studied. The limitation of initial runoff has been illustrated from the perspective of runoff characteristics of single rainfall events in the first part, and from the perspective of regional differences in the two subsequent parts.
引用
收藏
页码:1764 / 1772
页数:9
相关论文
共 23 条
[1]   Time as the critical factor in the investigation of the relationship between pollutant wash-off and rainfall characteristics [J].
Alias, Noraliani ;
Liu, An ;
Goonetilleke, Ashantha ;
Egodawatta, Prasanna .
ECOLOGICAL ENGINEERING, 2014, 64 :301-305
[2]   Redefining the stormwater first flush phenomenon [J].
Bach, Peter M. ;
McCarthy, David T. ;
Deletic, Ana .
WATER RESEARCH, 2010, 44 (08) :2487-2498
[3]   Distribution of pollutant mass vs volume in stormwater discharges and the first flush phenomenon [J].
Bertrand-Krajewski, JL ;
Chebbo, G ;
Saget, A .
WATER RESEARCH, 1998, 32 (08) :2341-2356
[4]  
Chang G., 1990, The First Flush of Runoff and Its Effect on Control Structure Design
[5]  
[车伍 CHE Wu], 2011, [中国给水排水, China Water & Wastewater], V27, P9
[6]  
*CWP, 2005, WAT PROT TECHN, V1, P88
[7]  
CWP (Center for Watershed Protection), 2010, NEW YORK STAT STORMW
[8]   Water Quality Capture Volume for Storm Water BMP and LID Designs [J].
Guo, James C. Y. ;
Urbonas, Ben ;
MacKenzie, Ken .
JOURNAL OF HYDROLOGIC ENGINEERING, 2014, 19 (04) :682-686
[9]  
Gustafson B., 2009, POSTCONSTRUCTION BES
[10]  
Kaspersen J., 2008, Stormwater: The Journal for Surface Water Quality Professionals, V9, P6