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基于 SWMM-FVCOM 单向耦合模型的海绵城市建设水文削减与控制效果评价:以大学校园为例。

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

机构信息

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

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.

出版信息

J Environ Manage. 2024 Jan 1;349:119599. doi: 10.1016/j.jenvman.2023.119599. Epub 2023 Nov 22.

Abstract

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.

摘要

全球变暖的加剧、极端天气事件的频繁发生以及快速的城市化进程共同导致了城市内涝的高发。面对这一挑战,中国采用了海绵城市(SPC)作为防治城市内涝的有效手段。为了评估海绵城市建设(SPCC)在大学校园内的水文削减和控制效果,建立了一维排水管网水动力学模型(SWMM)和二维地表水流模型(FVCOM)的单向耦合模型,即 SWMM-FVCOM 模型。在不同强度降雨下,SWMM 的纳什效率系数(NSE)均大于 0.75,表明该模型具有较高的可靠性和稳定性,可用于后续模拟。利用该模型,在实施海绵城市建设前后,考虑 6 种降雨情景,对排水能力和城市内涝风险进行了分析。结果表明,实施海绵城市建设可有效减少地表径流、控制检查井溢流和减少研究区域的溢流体积。然而,随着降雨重现期的增加,径流控制的效果呈比例下降。同时,采用低影响开发(LID)措施可以显著减少地表积水的范围和程度。海绵城市建设对积水面积的减少率在 55.84%至 72.50%之间。但是,随着降雨重现期的增加,控制率会降低,表明采用海绵城市建设可以有效减轻低降雨重现期事件(Tr<20 年)引发的城市内涝的严重程度。本研究为环境管理者在采用海绵城市建设时评估城市内涝防治对径流污染削减的影响提供了科学依据。

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