ZHAO Ze kun,CHE Wu,ZHAO Yang,et al.Experiences of Combination of Gray-Green Infrastructure for Combined Sewer Overflow Control in the United States[J].China Water & Wastewater,2018,34(20):36-41.
Click Copy

Experiences of Combination of Gray-Green Infrastructure for Combined Sewer Overflow Control in the United States

China Water & Wastewater[ISSN:1000-4062/CN:12-1073/TU] volume: 第34卷 Number: 20 Page: 36-41 Column: Date of publication: 2018-10-18
Article number:
1000-4602(2018)20-0036-06
Author(s):
ZHAO Ze kun1; CHE Wu1; 2; 3; ZHAO Yang4; ZHANG Wei1; 2; 3
(1. Key Laboratory of Urban Stormwater System and Water Environment＜Ministry of Education＞, Beijing University of Civil Engineering and Architecture, Beijing 100044, China; 2. Beijing Engineering Research Center of Sustainable Urban Sewage System Construction and Risk Control, Beijing University of Civil Engineering and Architecture, Beijing 100044, China; 3. Beijing Advanced Innovation Centre for Future Urban Design, Beijing 100044, China; 4. Beijing Yuren Rainwater Ecotechnology Co. Ltd., Beijing 100044, China)
Keywords:
combined sewer overflow; gray infrastructure; green infrastructure
CLC:
TU992
Document code:
B
Abstract:
As an important and difficult point in national strategies of sponge city construction and black smelly water treatment, combined sewer overflow（CSO）control has always been a long term and challenging work. As an important strategy of CSO pollution control, the combination of gray and green infrastructures used in CSO control strategy was applied earlier in America and got good application result. Based on the background of the application of green infrastructure（GI）in CSO control, the key analysis was carried out with the CSO control cases of three typical cities: New York, St. Louis Metropolitan, and Alexandria. Combined with hybrid gray green approaches in other cities, the integral analysis has been conducted. Aiming at present problems existed in CSO control measures in China, experience that is worthy of attention is put forward.

References:

［1］张颖,李田. LID措施降低老城区合流制溢流污染的模拟研究［J］. 中国给水排水,2016,32(11):127-131.Zhang Ying,Li Tian. Simulation on LID measures for control of combined sewer overflows in existing urban areas［J］. China Water ＆ Wastewater,2016,32(11):127-131(in Chinese).
［2］车伍,葛裕坤,唐磊,等. 我国城市排水(雨水)防涝综合规划剖析［J］. 中国给水排水,2016,32(10):15-21.Che Wu,Ge Yukun,Tang Lei,et al. Analysis of integrated plan for urban drainage (stormwater) and flood control ［J］. China Water ＆ Wastewater,2016,32(10):15-21(in Chinese).
［3］程熙,车伍,唐磊,等. 美国合流制溢流控制规划及其发展历程剖析［J］. 中国给水排水,2017,33(6):7-12.Cheng Xi,Che Wu,Tang Lei,et al. Briefing of the overflow control plan and its development of the combined sewer system in the United States［J］. China Water ＆ Wastewater,2017,33(6):7-12(in Chinese).

Memo

基金项目：国家自然科学基金资助项目（51608026）；高精尖创新中心科研项目（UDC2016040100）；北京建筑大学市属高校基本科研业务费专项资金资助项目（X18035、X18118）
作者简介：赵泽坤(1992-)，男，河北沧州人，硕士研究生，研究方向为城市雨洪控制与管理。
E-mail:471416430@qq.com
收稿日期：2018-06-05

Last Update: 2018-10-17