Technical Papers
Aug 27, 2022

Multisurrogate Assisted Evolutionary Algorithm–Based Optimal Operation of Drainage Facilities in Urban Storm Drainage Systems for Flood Mitigation

Publication: Journal of Hydrologic Engineering
Volume 27, Issue 11

Abstract

Drainage facilities are key infrastructure elements of urban stormwater drainage system (USDSs) for flood mitigation during short-duration extreme rainstorms. To obtain the optimal operation rules of drainage facilities within the shortest response time, a novel framework and approach was developed in this study. In the proposed approach, a complex USDS based on Storm Water Management Model (SWMM) was developed to simulate rainfall runoff and provide hydraulic characteristics, and was linked to the particle swarm optimization (PSO) algorithm to design short-term operation rules. Also, to overcome computational inefficiencies of the PSO algorithm to meet the requirements of response time, multisurrogate models in combination with radial basis function network (RBFN), kriging model, and artificial neural network (ANN) were coupled in the optimization search process to substantially reduce the number of evaluations. A practical case in Yinchuan city of China was then taken for the application. The proposed approach demonstrated high performance in flood mitigation compared with the current operation rules for pumping stations and water gates, with the core area inundations reduced to almost 0 (10 years), and the reduction rate being 71.22% (30 years) and 55.16% (50 years), respectively. In addition, the number of pump switches and the water level of the storage tanks were limited within the allowable range to ensure the reasonable and safe operation of the pumping stations. The new method required only 120 evaluations to obtain the optimal solution, which could provide sufficient response time for operators and thus serve as a practical and highly effective way to reduce urban inundation.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was partly supported by the National Natural Science Foundation of China (Nos. 52079106 and 52009104), the Sino-German Mobility Programme (Grant No. M-0427), and the Key Research and Development Program of Shaanxi Province (2021SF-484).

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 27Issue 11November 2022

History

Received: Oct 18, 2021
Accepted: Jun 17, 2022
Published online: Aug 27, 2022
Published in print: Nov 1, 2022
Discussion open until: Jan 27, 2023

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State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, Xi’an 710048, China. ORCID: https://orcid.org/0000-0001-7120-3313. Email: [email protected]
Jingming Hou [email protected]
Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, Xi’an 710048, China (corresponding author). Email: [email protected]
Ph.D. Candidate, Northwest Agriculture and Forestry Univ., Yangling, Shaanxi 712100, China. Email: [email protected]
Ying’en Du [email protected]
Ph.D. Candidate, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, Xi’an 710048, China. Email: [email protected]
Hao Han, Ph.D. [email protected]
State Key Laboratory of Loess and Quaternary Geology, Institute of Earth Environment, Chinese Academy of Sciences, Xi’an 710061, China. Email: [email protected]
Engineer, China Academy of Urban Planning & Design (CAUPD) Beijing Planning & Design Consultants Co., Ltd., No. 5 Chegongzhuang West Rd., Haidian District, Beijing 100044, China. Email: [email protected]
Mengxi Qiao [email protected]
Engineer, China Academy of Urban Planning & Design (CAUPD) Beijing Planning & Design Consultants Co., Ltd., No. 5 Chegongzhuang West Rd., Haidian District, Beijing 100044, China. Email: [email protected]

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