| 注册
首页|期刊导航|广东水利水电|基于MIKE模型的都市型水库溃坝洪水风险与损失分析

基于MIKE模型的都市型水库溃坝洪水风险与损失分析

昝雄风 胡强 陈红燕

广东水利水电Issue(6):57-65,9.
✕
广东水利水电Issue(6):57-65,9.

基于MIKE模型的都市型水库溃坝洪水风险与损失分析

Flood Risk and Loss Analysis of Urban Reservoir Dam Failure Based on the MIKE Model

昝雄风 1胡强 1陈红燕2

作者信息

  • 1. 深圳市水务规划设计院股份有限公司,广东 深圳 518000
  • 2. 深圳市深圳河湾流域管理中心,广东 深圳 518000
  • 折叠

摘要

Abstract

Based on the current engineering conditions and social economic situation,a numerical simulation of the flood risk scenario of Meilin Reservoir collapse in Shenzhen was conducted,and economic loss estimation was carried out for the downstream densely populated urban area affected.The complex subsurface roughness coefficients in the downstream built-up area were processed using GIS,and a two-dimensional flood propagation mathematical model of Meilin Reservoir was established using the MIKE software.The flood propagation process under 6 working conditions was calculated based on the collapse time,and the inundation water depth and flood velocity of typical protection objects in the flood propagation process were statistically analyzed.The flood-affected area was divided into 6 different disaster zones based on the maximum inundation water depth and maximum flow velocity,and economic loss assessment was carried out.The results show that the collapse time,flood propagation distance,and duration are important factors affecting the flood disaster downstream,and the economic loss calculated based on the maximum inundation water depth is slightly higher than that calculated based on the maximum flow velocity.Based on the relevant conclusions,relevant suggestions for flood emergency evacuation in the downstream area of the reservoir were put forward.

关键词

都市型水库/溃坝洪水/数值模拟/灾害损失评估

Key words

urban reservoir/dam failure flood/numerical simulation/disaster loss assessment

分类

建筑与水利

引用本文复制引用

昝雄风,胡强,陈红燕..基于MIKE模型的都市型水库溃坝洪水风险与损失分析[J].广东水利水电,2025,(6):57-65,9.

广东水利水电

1008-0112

访问量0
|
下载量0
段落导航相关论文