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海河"23·7"流域性特大洪水东淀蓄滞洪区洪水演进复盘分析

吴滨滨 马奉泉 胡珊珊 张丽伟 赵英虎 宋文龙 何秉顺 刘宏洁 喻海军

水资源保护2025,Vol.41Issue(5):96-105,10.
水资源保护2025,Vol.41Issue(5):96-105,10.DOI:10.3880/j.issn.1004-6933.2025.05.011

海河"23·7"流域性特大洪水东淀蓄滞洪区洪水演进复盘分析

Retrospective analysis of flood propagation in Dongdian flood storage-detention area during"23·7"catastrophic flood in the Haihe River Basin

吴滨滨 1马奉泉 2胡珊珊 3张丽伟 4赵英虎 4宋文龙 1何秉顺 1刘宏洁 1喻海军1

作者信息

  • 1. 中国水利水电科学研究院防洪抗旱减灾研究中心,北京 100038||水利部防洪抗旱减灾工程技术研究中心,北京 100038
  • 2. 中国水利水电科学研究院防洪抗旱减灾研究中心,北京 100038||水利部防洪抗旱减灾工程技术研究中心,北京 100038||首都师范大学资源环境与旅游学院,北京 100048
  • 3. 首都师范大学资源环境与旅游学院,北京 100048
  • 4. 天津市水务工程运行调度中心,天津 300074
  • 折叠

摘要

Abstract

In response to the changes in the frequency and intensity of flood disasters caused by extreme precipitation,which in turn lead to an increase in the probability and risk of the activation of flood storage-detention areas(FSDAs),a one-and two-dimensional coupled hydrodynamic model for Dongdian FSDA was developed.The model was calibrated using remote sensing and hydrological station monitoring data as well as field-based flood mark surveys.A comprehensive retrospective analysis was conducted of the flood propagation process and inundation characteristics in Dongdian FSDA during the"23·7"catastrophic flood in the Haihe River Basin.The results show that the simulated inundation range is in good agreement with the remote sensing monitoring results.The maximum water level errors at each hydrological and water level station were less than 20 cm,the peak discharge deviations remained below 5%,and the peak arrival time discrepancies were within 2 h.The error of the inundation depth of the flood mark was less than 30 cm,and 86%of the points had an error of less than 20 cm,demonstrating good effect of simulation.The Xingaifang flood peak traversed the flood diversion channel and Dongdian FSDA in 11 h and 7.3 d,respectively,and the peak attenuation was 12%and 40%,respectively.The flood propagation in the FSDA was slow,with a large inundation depth and a long inundation duration.About 65%of the area had a flow velocity of less than 0.2 m/s,an inundation depth of greater than 2 m,and an inundation duration exceeding 30 d,which included 38%of villages,67%of farmland,and 96%of the greenhouse structures.

关键词

海河"23·7"流域性特大洪水/蓄滞洪区/水动力学模型/灾害复盘/洪水演进分析

Key words

"23·7"catastrophic flood in the Haihe River Basin/flood storage-detention areas(FSDAs)/hydrodynamic model/retrospective analysis of disasters/flood propagation analysis

分类

建筑与水利

引用本文复制引用

吴滨滨,马奉泉,胡珊珊,张丽伟,赵英虎,宋文龙,何秉顺,刘宏洁,喻海军..海河"23·7"流域性特大洪水东淀蓄滞洪区洪水演进复盘分析[J].水资源保护,2025,41(5):96-105,10.

基金项目

国家重点研发计划项目(2024YFC3012302) (2024YFC3012302)

天津市防洪调度应急指挥平台建设项目(JZ120205A0042024) (JZ120205A0042024)

水资源保护

OA北大核心

1004-6933

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