Integrated 1D and 2D model for better assessing runoff quantity control of low impact development facilities on community scale

被引:85
|
作者
Yin, Dingkun [1 ]
Evans, Barry [2 ]
Wang, Qi [3 ]
Chen, Zhengxia [1 ]
Jia, Haifeng [1 ]
Chen, Albert S. [2 ]
Fu, Guangtao [2 ]
Ahmad, Shakeel [1 ]
Leng, Linyuan [1 ]
机构
[1] Tsinghua Univ, Sch Environm, Beijing 100084, Peoples R China
[2] Univ Exeter, Coll Engn Math & Phys Sci, Ctr Water Syst, North Pk Rd, Exeter EX4 4QF, Devon, England
[3] China Urban Construct Design Res Inst Co Ltd, Beijing 100120, Peoples R China
基金
中国国家自然科学基金; 英国工程与自然科学研究理事会;
关键词
Integrated modelling; Cellular Automata Dual-DraInagE Simulation (CADDIES); Sponge city construction assessment; Low impact development (LID); Runoff quantity control; SPONGE CITY CONSTRUCTION; STORMWATER MANAGEMENT; DRAINAGE SYSTEM; GREEN ROOFS; CHINA; RAINFALL; DESIGN; WATER; AREA; INUNDATION;
D O I
10.1016/j.scitotenv.2020.137630
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study proposes a modelling framework of integrated one-dimensional (1D) and two-dimensional (2D) hydrodynamic modelling to evaluate the effectiveness of sponge city construction at community scale. Through a case study in Zhuhai, we integrate Stormwater Management Model (SWMM) and Cellular Automata Dual-DraInagE Simulation (CADDIES) 2D model to analyze the rainfall-runoff process involving green infrastructures. SWMM is applied to analyze the change of surface runoff control effects before and after the implementation of sponge city low impact development (LID) facilities, and CADDIES is adopted to simulate the propagation of excess runoff on the surface. The results show that the LID facilities can effectively reduce the runoff volume of small and medium-sized rainfall events since the maximum runoff reduction rate is 94.4%. For long-term operation, the LID can capture 52.9% of annual rainfall volume and reduce annual runoff by 28.0%. However, the CADDIES 2D model simulations indicate that LID facilities have little effect on flood alleviation in specific regions under extreme rainfall conditions. In addition, we compared the modelling performance using four different terrain Digital Elevation Model (DEM) resolutions and found that 1 m terrain DEM resolution can produce comparable results to 0.25 m DEM with a fraction of computational time. We also find that the MIKE FLOOD model and the integrated model of SWMM and CADDIES 2D can obtain similar simulation results, the p-value = 0.09 which is >0.05, but SWMM-CADDIES integrated model is more suitable for small-scale simulation. (C) 2020 The Authors. Published by Elsevier B.V.
引用
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页数:10
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