某航运枢纽工程过水围堰三维水力学计算分析

doi:10.13500/j.dlkcsj.issn1671-9913.2025.05.011

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某航运枢纽工程过水围堰三维水力学计算分析

更新时间：2025-10-22

- 某航运枢纽工程过水围堰三维水力学计算分析
- Electric Power Survey Vol. 207, Issue 5, Pages: 62-67(2025)
- 作者机构：
  
  1. 中国电建集团贵阳勘测设计研究院有限公司
  2. 三峡大学水利与环境学院
- 作者简介：
- 基金信息：
- DOI：10.13500/j.dlkcsj.issn1671-9913.2025.05.011
  CLC：
- Published：2025
- 稿件说明：
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[J]. Electric power survey, 2025, 207(5): 62-67.
DOI：

[J]. Electric power survey, 2025, 207(5): 62-67. DOI： 10.13500/j.dlkcsj.issn1671-9913.2025.05.011.

摘要

针对汉江某航运枢纽工程，采用计算流体力学方法分析过水围堰充水和过水状态下的水动力学特征，根据计算得到的不同部位最大水流流速，对过水围堰消能防冲防护范围及防护强度提出建议。根据最终过水情况来看，消能防冲措施设置比较合理，满足工程需要。

Abstract

The hydrodynamic characteristics of overflow cofferdam under the condition of water filling and overflow are analyzed by using computational fluid dynamics method for a shipping hub project in Hanjiang River. According to the calculated maximum flow velocity of different parts

the protection range and protection strength of overflow cofferdam are provided. According to the final water situation

the setting of energy dissipation and anti-impact measures is reasonable to meet the needs of the project.

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