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北江流域"2022·6·22"暴雨洪水分析

刘艳 康爱卿 虞云飞 徐思雨 丁洁晨

水资源与水工程学报2024,Vol.35Issue(1):17-25,9.
水资源与水工程学报2024,Vol.35Issue(1):17-25,9.DOI:10.11705/j.issn.1672-643X.2024.01.03

北江流域"2022·6·22"暴雨洪水分析

Analysis of rainstorm "2022·6·22" in the Beijiang River Basin

刘艳 1康爱卿 2虞云飞 3徐思雨 2丁洁晨4

作者信息

  • 1. 天津大学 水利工程仿真与安全国家重点实验室,天津 300072
  • 2. 中国水利水电科学研究院,北京 100038
  • 3. 广东省水文局清远水文分局,广东 清远 511599
  • 4. 长安大学 旱区地下水文与生态效应教育部重点实验室,陕西 西安 710054
  • 折叠

摘要

Abstract

On June 19th,the Beijiang River Basin was afflicted by the"No.2 Flood in 2022"which is the largest flood in this basin since 1915.In order to understand the characteristics of rainstorm flood in the Beijiang River Basin,a comprehensive study was conducted using a combined qualitative and quanti-tative approach.The characteristics of rainstorm center,flood magnitude and flood propagation speed were analyzed and compared with historical rainstorm flood events.With the method of the seed spread algo-rithm,the regulation effects of"ideal drainage control"and"experience drainage control"scheduling schemes were compared.The study also took into account the dynamic reservoir storage capacity when simulating flood control scenarios.The results show that the main causes of the flood disaster included ex-tensive cumulative rainfall,high-intensity precipitation,and the concentration of the storm's impact area.It was observed that Feilaixia Reservoir had achieved remarkable results according to the"ideal drainage control"rule.However,it was highlighted that the influence of dynamic reservoir storage capacity must be considered in flood control operation.The research results can provide a technical support for the flood control,disaster mitigation and formulation of regulation rules in the Beijiang River Basin.

关键词

洪水/暴雨/防洪调度/特征分析/北江流域

Key words

flood/rainstrom/flood control regulation/characteristic analysis/the Beijiang River Basin

分类

水利科学

引用本文复制引用

刘艳,康爱卿,虞云飞,徐思雨,丁洁晨..北江流域"2022·6·22"暴雨洪水分析[J].水资源与水工程学报,2024,35(1):17-25,9.

基金项目

国家自然科学基金项目(52209045) (52209045)

水资源与水工程学报

OA北大核心CSTPCD

1672-643X

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