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Operation and Maintenance Challenges in China“Sponge City”Program
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作者 Yuming Su Shengyi Qin +2 位作者 Yang Zhao Steven D.Trinkaus Jinli Dang 《Journal of Civil Engineering and Architecture》 2020年第10期532-536,共5页
China started a Sponge City program to offset the adverse impacts of urban developments and to tackle many water-related problems.By emphasizing stormwater management practices with“natural solutions”,many positive ... China started a Sponge City program to offset the adverse impacts of urban developments and to tackle many water-related problems.By emphasizing stormwater management practices with“natural solutions”,many positive results have been achieved.The operation and maintenance(O&M)of Sponge City to support long-term success gained considerable focus.China is facing challenges many developed countries have encountered,as well as unique ones due to specific social,economic,and environmental conditions.This study identified and discussed Sponge City O&M challenges:(1)scheduling challenges,(2)technical challenges,(3)in short of local regulation/ordnance,(4)inadequate O&M assessment standard,(5)underprovided training,(6)PPP related concerns,(7)inter-agency coordination needs,(8)ownership and responsible party issues,(9)substandard documentation,and(10)funding and financial concerns.Selected cases and progress in pilot cities are introduced in the discussions. 展开更多
关键词 Sponge city O&M urban stormwater management green infrastructure.
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Quantitative analysis of impact of green stormwater infrastructures on combined sewer overflow control and urban flooding control
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作者 Jinsong Tao Zijian Li +1 位作者 Xinlai Peng Gaoxiang Ying 《Frontiers of Environmental Science & Engineering》 SCIE EI CAS CSCD 2017年第4期93-104,共12页
Stimulated by the recent USEPA's green stormwater infrastructure (GSI) guidance and policies, GS1 systems have been widely implemented in the municipal area to control the combined sewer overflows (CSOs), also kn... Stimulated by the recent USEPA's green stormwater infrastructure (GSI) guidance and policies, GS1 systems have been widely implemented in the municipal area to control the combined sewer overflows (CSOs), also known as low impact development (LID) approaches. To quantitatively evaluate the performance of GSI systems on CSO and urban flooding control, USEPA-Stormwater Management Model (SWMM) model was adopted in this study to simulate the behaviors of GSI systems in a well- developed urban drainage area, PSW45, under different circumstances. The impact of different percentages of stormwater runoff transported from impervious surfaces to the GSI systems on CSO and urban flooding control has also been investigated. Results show that with current buildup, GSI systems in PSW45 have the best performance for low intensity and short duration events on both volume and peak flow reductions, and have the worst pertbrmance tor high intensity and long durataon events. Since the low intensity and short duration events are dominant from a long-term perspective, utilizing GSI systems is considered as an effective measure of CSO control to meet the long-term controlstrategy for PSW45 watershed. However, GSI systems are not suitable for the flooding control purpose in PSW45 due to the high occurrence possibility of urban flooding during or after high intensity events where GSI systems have relatively poor performance no matter for a short or long duration event, 展开更多
关键词 Green stormwater infrastructure (GSI) Combined sewer overflows (CSOs) urban flooding Low impact development (LID) stormwater management Model (SWMM)
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Determination of urban runoff coefficient using time series inverse modeling 被引量:1
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作者 尹海龙 赵志超 +2 位作者 Ruoqian Wang 徐祖信 李怀正 《Journal of Hydrodynamics》 SCIE EI CSCD 2017年第5期898-901,共4页
Runoff coefficient is an important parameter for the decision support of urban stormwater management. However, factors like comprehensive land-use type, variable spatial elevation, dynamic rainfall and groundwater ele... Runoff coefficient is an important parameter for the decision support of urban stormwater management. However, factors like comprehensive land-use type, variable spatial elevation, dynamic rainfall and groundwater elevation, make the direct estimation of runoff coefficient difficult. This paper presented a novel method to estimate the urban runoff coefficient using the inverse method, where observed time-series catchment outfall flow volume was employed as input for the water balance model and runoff coefficients of different catchments were treated as unknown parameters. A developed constrained minimization objective function was combined to solve the model and minimized error between observed and modeled outfall flow is satisfactory for the presenting of a set of runoff coefficients. Estimated runoff coefficients for the urban catchments in Shanghai downtown area demonstrated that practice of low impact design could play an important role in reducing the urban runoff. 展开更多
关键词 Runoff coefficient urban stormwater management inverse modeling low impact design
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