不同淹没度下鱼类友好型涵洞水力特性的大涡模拟研究
作者:
作者单位:

(1.河海大学水利水电学院,江苏 南京210098;2.河海大学水科学研究院,江苏 南京211106 )

作者简介:

戴杰(1995—),男,博士研究生,主要从事水动力数值模拟研究。E-mail:jiedai@hhu.edu.cn

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中图分类号:

TV131

基金项目:

国家自然科学基金项目(52279013,52279055)


Large-eddy simulation of hydraulic characteristics of fish-friendly culverts under different submergence levels
Author:
Affiliation:

(1.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;2.Institute of Water Science and Technology, Hohai University, Nanjing 211106, China)

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    摘要:

    为阐明鱼类友好型涵洞的水力特性,基于大涡模拟方法构建了含三角形侧向挡板的鱼类友好型涵洞数值模型,开展了不同淹没度下涵洞水流的三维数值模拟研究,并通过水槽试验对数值模型的准确性和可靠性进行了验证。研究结果表明:挡板一半高度处的水流沿着挡板外缘发生流动分离,再循环区的范围随着淹没度的下降而增加;挡板周围剪切层的强度和紊动水平与淹没度呈负相关关系;浅水流动下的涡旋脱落更为无序,靠近水面的涡旋结构在强度上和数量上均高于床面附近的涡旋结构。

    Abstract:

    To investigate the hydraulic characteristics of fish-friendly culverts, a numerical model of a fish-friendly culvert with triangular lateral baffles was developed based on the large eddy simulation method. Three-dimensional numerical simulation of flow within the culvert was conducted under various submergence levels, and the accuracy and reliability of the numerical model were validated through flume experiments. The results indicate that at half the height of the baffle, flow separation occurs along the outer edge of the baffle, and the size of the recirculation zone increases as the submergence level decreases. The intensity of the shear layer and the turbulence around the baffle are negatively correlated with the submergence level. Under shallow flow conditions, vortex shedding becomes more chaotic, with stronger and more numerous vortex structures near the water surface compared to those near the bed.

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戴杰,龚轶青,毛劲乔.不同淹没度下鱼类友好型涵洞水力特性的大涡模拟研究[J].水利水电科技进展,2025,45(6):114-119.(DAI Jie, GONG Yiqing, MAO Jingqiao. Large-eddy simulation of hydraulic characteristics of fish-friendly culverts under different submergence levels[J]. Advances in Science and Technology of Water Resources,2025,45(6):114-119.(in Chinese))

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  • 收稿日期:2024-11-29
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  • 在线发布日期: 2025-12-11
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