Zero increase in peak discharge for sustainable development

被引:8
作者
Fang, Xing [1 ,2 ]
Li, Junqi [2 ]
Gong, Yongwei [2 ]
Li, Xiaoning [1 ]
机构
[1] Auburn Univ, Dept Civil Engn, Auburn, AL 36849 USA
[2] Beijing Univ Civil Engn & Architecture, Minist Educ, Key Lab Urban Stormwater Syst & Water Environm, Beijing 100044, Peoples R China
基金
中国国家自然科学基金;
关键词
Stormwater management; Detention basin; Zero increase; Peak discharge; Sustainable development; Design rainfall; DETENTION PONDS; CAPTURE RATIO; BASINS; RUNOFF; MANAGEMENT; SYSTEMS;
D O I
10.1007/s11783-017-0935-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
For urban land development, some or all natural land uses (primarily pervious) are converted into impervious areas which lead to increases of runoff volume and peak discharge. Most of the developed countries require a zero increase in peak discharge for any land development, and the policy has been implemented for several decades. The policy of zero increase in peak discharge can be considered as historical and early stage for the low impact development (LID) and sustainable development, which is to maintain natural hydrological conditions by storing a part or all of additional runoff due to the development on site. The paper will discuss the policy, the policy implementation for individual projects and their impact on regional hydrology. The design rainfalls for sizing LID facilities that are determined in 206 weather stations in USA are smaller than design rainfalls for sizing detention basins. The zero-increase policy links to financial responsibility and sustainability for construction of urban stormwater infrastructures and for reducing urban flooding. The policy was compared with current practices of urban development in China to shine the light for solving urban stormwater problems. The connections and differences among LID practices, the zero-increase policy, and the flood control infrastructure were discussed. We promote and advocate the zero-increase policy on peak discharge for comprehensive stormwater management in China in addition to LID. (C) Higher Education Press and Springer-Verlag Berlin Heidelberg 2017
引用
收藏
页数:11
相关论文
共 33 条
[1]  
[Anonymous], 1983, RESULTS NATIONWIDE U
[2]  
[Anonymous], 1994, DESIGN HYDROLOGY SED
[3]  
[Anonymous], 1999, LOW IMP DEV DES STRA
[4]  
Asquith WH., 2006, Statistical characteristics of storm interevent time, depth and duration for eastern new Mexico, Oklahoma, and Texas
[5]  
Barfield B J., 1985, Development of New Design Criteria for Sediment Traps and Basins
[6]  
Bhardwaj AK, 2008, T ASABE, V51, P1653, DOI 10.13031/2013.25324
[7]  
Center forWatershed Protection, 2009, STORMW WET POND WETL
[8]  
Cheng J, 2014, CHINA WATER WASTEWAT, V30, P104
[9]   Green engineering principles promote low-impact development [J].
Davis, AP .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2005, 39 (16) :338A-344A
[10]   Watershed-scale evaluation of a system of storm water detention basins [J].
Emerson, CH ;
Welty, C ;
Traver, RG .
JOURNAL OF HYDROLOGIC ENGINEERING, 2005, 10 (03) :237-242