Hydrological reduction and control effect evaluation of sponge city construction based on one-way coupling model of SWMM-FVCOM: A case in university campus.

FVCOM Flood reduction Runoff control SWMM Sponge city Urban drainage system

Journal

Journal of environmental management
ISSN: 1095-8630
Titre abrégé: J Environ Manage
Pays: England
ID NLM: 0401664

Informations de publication

Date de publication:
01 Jan 2024
Historique:
received: 29 08 2023
revised: 31 10 2023
accepted: 10 11 2023
medline: 30 11 2023
pubmed: 23 11 2023
entrez: 22 11 2023
Statut: ppublish

Résumé

The exacerbation of global warming, the frequent incidence of extreme weather events, and the rapid urbanization have collectively contributed to the heightened prevalence of flooding in urban areas. As a result of this challenge, sponge city (SPC) has been adopted in China as an efficient means of preventing and controlling urban floods. To evaluate the hydrological reduction and control effect of sponge city construction (SPCC) within a university campus, a one-way coupled model integrating one-dimensional sewer hydrodynamic model (SWMM) and two-dimensional surface flow model (FVCOM), namely SWMM-FVCOM model, was established. The Nash-Sutcliffe efficiency (NSE) of the SWMM were greater than 0.75 under there rainfalls with different intensity, indicating the good reliability and stability of this model could be used in the subsequent simulation. An analysis of drainage capacity and the risk of urban flooding was conducted using this model before and after the implementation of SPCC, considering six rainfall scenarios. Implementing SPCC demonstrated an effective performance in mitigating surface runoff, regulating inspection well overflow, and reducing overflow volume in the study region. However, the efficacy of runoff control diminished proportionally with the escalation of rainfall return period. Simultaneously, the implementation of low impact development (LID) measures can significantly decrease the extent and magnitude of surface inundations. The reduction rate of SPCC on the area of waterlogging ranged from 55.84% to 72.50%. But the control rate decreased with increasing rainfall return periods, demonstrating that adopting SPCC can effectively mitigate the severity of urban flooding resulting from low rainfall return period events (Tr < 20 years). This study can provide scientific foundation for environment managers to evaluate the impact of urban flooding prevention and control on runoff pollution mitigation when adopting the implementation of SPCC.

Identifiants

pubmed: 37992663
pii: S0301-4797(23)02387-3
doi: 10.1016/j.jenvman.2023.119599
pii:
doi:

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

119599

Informations de copyright

Copyright © 2023 Elsevier Ltd. All rights reserved.

Déclaration de conflit d'intérêts

Declaration of competing interest The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Auteurs

Yuqing Tan (Y)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China.

Qiming Cheng (Q)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China.

Fengwei Lyu (F)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China.

Fei Liu (F)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China; Engineering Laboratory of Environmental Hydraulic Engineering of Chongqing Municipal Development and Reform Commission, Chongqing Jiaotong University, Chongqing, 400074, China. Electronic address: fei.liu@cqjtu.edu.cn.

Linhao Liu (L)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China.

Yihong Su (Y)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China.

Shaochun Yuan (S)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China; Engineering Laboratory of Environmental Hydraulic Engineering of Chongqing Municipal Development and Reform Commission, Chongqing Jiaotong University, Chongqing, 400074, China.

Wenyu Xiao (W)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China.

Zhen Liu (Z)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China; Engineering Laboratory of Environmental Hydraulic Engineering of Chongqing Municipal Development and Reform Commission, Chongqing Jiaotong University, Chongqing, 400074, China.

Yao Chen (Y)

School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, 400074, China; Engineering Laboratory of Environmental Hydraulic Engineering of Chongqing Municipal Development and Reform Commission, Chongqing Jiaotong University, Chongqing, 400074, China. Electronic address: chenyao@cqjtu.edu.cn.

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