| 注册
首页|期刊导航|水利水电技术(中英文)|广州市车陂涌城市雨洪模拟模型构建

广州市车陂涌城市雨洪模拟模型构建

何畅烨 林凯荣 罗威 徐源浩 皋云 李碧琦

水利水电技术(中英文)2025,Vol.56Issue(6):90-100,11.
水利水电技术(中英文)2025,Vol.56Issue(6):90-100,11.DOI:10.13928/j.cnki.wrahe.2025.06.008

广州市车陂涌城市雨洪模拟模型构建

Establishment of urban flood simulation model for Chebeichong River in Guangzhou City

何畅烨 1林凯荣 2罗威 1徐源浩 1皋云 3李碧琦3

作者信息

  • 1. 中山大学土木工程学院,广东 广州 510275
  • 2. 中山大学土木工程学院,广东 广州 510275||广东省华南地区水安全调控工程技术研究中心,广东 广州 510275||广东省海洋土木工程重点实验室,广东 广州 510275
  • 3. 广东省水文局,广东 广州 510140
  • 折叠

摘要

Abstract

[Objective]In the context of global climate change,rapid urbanization has a profound impact on hydrological processes,and complex urban underlying surface has brought challenges to the calculation of runoff generation and flow concentration.There is an urgent need to develop urban flood simulation technologies that comprehensively consider different underlying surface conditions.[Methods]Based on the characteristics of runoff generation and flow concentration and land use types,the complex urban underlying surface was classified into permeable,directly impervious,and indirectly impervious surfaces.The runoff generation was calculated using the saturation-excess,infiltration-excess,and API-SCS-CN method,respectively.Combined with the flow concentration of slopes,pipelines,and river channels,Chebeichong urban flood simulation model was established for the Chebeichong River Basin in Tianhe District,Guangzhou.The model's practicality,considering the complex underlying surface,was validated using the measured rainfall and runoff data from 2021 to 2023.[Results]During the calibration period,the Chebeichong urban flood simulation model achieved a Nash efficiency coefficient of 0.71 and a correlation coefficient of 0.74 for flow simulation.During the validation period,the Nash efficiency coefficient reached 0.79,and the correlation coefficient reached 0.81.Under the same modeling conditions,the SWMM-SCS model achieved a Nash efficiency coefficient of 0.5 and a correlation coefficient of 0.6.[Conclusion]The simulation result of the Chebeichong urban flood simulation model are more accurate than those of the SWMM-SCS model,with the Nash efficiency coefficient improving by 66.7%,the runoff correlation coefficient increasing by 29.7%,the flood volume error decreasing by 48.3%,and the peak flow error decreasing by 3.2%.These findings indicate that incorporating complex underlying surfaces and multiple runoff generation models enhances the reliability and applicability of urban flood models,providing a new approach for urban flood simulation.

关键词

降雨/复杂下垫面/城市雨洪模拟/产汇流/API-SCS-CN/车陂涌

Key words

rainfall/complex underlying surface/urban flood simulation/runoff generation and flow concentration/API-SCS-CN/Chebeichong River

分类

建筑与水利

引用本文复制引用

何畅烨,林凯荣,罗威,徐源浩,皋云,李碧琦..广州市车陂涌城市雨洪模拟模型构建[J].水利水电技术(中英文),2025,56(6):90-100,11.

基金项目

国家优秀青年科学基金项目(51822908) (51822908)

广东省基础与应用基础研究基金卓越青年团队项目(2023B1515040028) (2023B1515040028)

广东省水文局项目(440001-2023-10716) (440001-2023-10716)

水利水电技术(中英文)

OA北大核心

1000-0860

访问量0
|
下载量0
段落导航相关论文