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独流减河拦腰闸对河道行洪能力影响的数值模拟研究

梁浩阳 吴滨滨 宾零陵 张丽伟 赵英虎 杨伟超 马奉泉

中国防汛抗旱2025,Vol.35Issue(2):36-41,6.
中国防汛抗旱2025,Vol.35Issue(2):36-41,6.DOI:10.16867/j.issn.1673-9264.2025032

独流减河拦腰闸对河道行洪能力影响的数值模拟研究

Numerical simulation study on the impact of interception sluices in the Duliujian River on the riverine flood discharge capacity

梁浩阳 1吴滨滨 2宾零陵 3张丽伟 4赵英虎 4杨伟超 1马奉泉5

作者信息

  • 1. 天津城建大学土木工程学院,天津 300384
  • 2. 中国水利水电科学研究院,北京 100038||水利部防洪抗旱减灾工程技术研究中心(水旱灾害防御中心),北京 100038
  • 3. 天津师范大学地理学部,天津 300387
  • 4. 天津市水务工程运行调度中心,天津 300074
  • 5. 首都师范大学资源环境与旅游学院,北京 100048
  • 折叠

摘要

Abstract

Analyzing and evaluating the impact of the operation and dispatching of hydraulic structures such as sluices and dams on the flood discharge capacity of rivers is helpful to improve their flood discharge efficiency.Taking the Duliujian River as the research object in this paper,the IFMS software was used for modeling,and the measured data during 2023 and 2021 floods were adopted for model calibration and validation.By adjusting the installation and opening and closing of two interception sluices in the model and comparing the water levels upstream of the sluices under the"23·7"flood scenario,the impact of two sluices on the flood carrying capacity of the Duliujian River was analyzed.The results show that the impact of two sluices on the flood carrying capacity of the Duliujian River depends on whether the floodplain between the two interception sluices is flooded or not.Under the scenario of floodplain flooding,the opening of the north interception sluice and the removal of the south interception sluice have a relatively small impact on the flood carrying capacity of the river.Under the scenario of no floodplain flooding,the opening of the north interception sluice and the removal of the south interception sluice can effectively improve the flood carrying efficiency of the Duliujian River.

关键词

洪涝灾害/拦腰闸/行洪能力/数值模拟/独流减河/海河"23·7"流域性特大洪水

Key words

flood disasters/interception sluice/flood carrying capacity/numerical simulation/Duliujian River/Haihe River"23·7"basin-wide extreme flood

分类

建筑与水利

引用本文复制引用

梁浩阳,吴滨滨,宾零陵,张丽伟,赵英虎,杨伟超,马奉泉..独流减河拦腰闸对河道行洪能力影响的数值模拟研究[J].中国防汛抗旱,2025,35(2):36-41,6.

基金项目

国家重点研发计划课题(2023YFC3209202) (2023YFC3209202)

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

中国防汛抗旱

1673-9264

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