首页|期刊导航|大连理工大学学报|基于CFD的堤防溃口模块化封堵体抗冲稳定性分析

基于CFD的堤防溃口模块化封堵体抗冲稳定性分析OA

Anti-scour stability analysis of modular plugging bodies for levee breach based on CFD

中文摘要英文摘要

在堤防溃口封堵过程中,封堵体的稳定落底对溃口堵复至关重要.然而,传统封堵体大多只适用于低流速的溃口,对于流速高于3.5 m/s的溃口难以适用.针对这一问题,提出了球型锥和网笼土石包两种新型模块化封堵体.首先基于数值模拟,通过与传统封堵体对比,验证了所提出的新型封堵体的优越性.然后,系统研究了流速、封堵体尺寸以及河床摩擦系数对两种新型封堵体抗冲稳定性的影响.结果表明,在相同条件下,球型锥的水平位移小于其他封堵体.随着封堵体尺寸的增大,封堵体水平位移逐渐减小,但当尺寸达到一定数值后,封堵体尺寸的增大对于封堵体水平位移的影响显著减小.此外,河床摩擦系数的增大会导致封堵体的起动流速非线性增大,且球型锥的最大起动流速达到6 m/s,可应用于高流速情况下的溃口封堵.研究成果可为堤防溃口封堵物料储备和现场封堵体型式选择提供依据与参考.

In the process of levee breach plugging,the stable falling bottom of the plugging bodies is very important for the plugging of levee breach.However,most of the traditional plugging bodies are only suitable for the breach with low flow velocity,and they are difficult to be applied to the breach with flow velocity exceeding 3.5 m/s.In response to this problem,two novel modular plugging bodies,which are the spherical cone and the mesh cage geobags,are proposed.Firstly,the superiority of the proposed new plugging bodies is validated through a comparative analysis with the traditional plugging bodies based on numerical simulation.Then,the effects of the flow velocity,the size of the plugging bodies and the friction coefficient of the riverbed on the anti-scour stability of the two new plugging bodies are systematically studied.The results show that the horizontal displacement of the spherical cone is smaller than that of other plugging bodies under the same conditions.With the increase of the size of the plugging bodies,the horizontal displacement of the plugging bodies decreases gradually,but when the size reaches a certain value,the influence of the increasing size of the plugging bodies on the horizontal displacement of the plugging bodies decreases significantly.In addition,the increase of the friction coefficient of the riverbed leads to a non-linear increase in the incipient velocity of the plugging bodies,and the maximum incipient velocity of the spherical cone is 6 m/s,which can be applied to the breach plugging with high flow velocity.The research achievements can provide a basis and reference for the material reserve and on-site plugging bodies type selection of levee breach closure.

张国树;庞锐;徐斌;燕发源

大连理工大学建设工程学院,辽宁 大连 116024大连理工大学建设工程学院,辽宁 大连 116024||大连理工大学海岸与海洋工程全国重点实验室,辽宁大连 116024大连理工大学建设工程学院,辽宁 大连 116024||大连理工大学海岸与海洋工程全国重点实验室,辽宁大连 116024清华大学土木水利学院,北京 100084

建筑与水利

模块化封堵体抗冲稳定性起动流速堤防溃口数值模拟

modular plugging bodiesanti-scour stabilityincipient velocitylevee breachnumerical simulation

《大连理工大学学报》 2026 (3)

302-310,9

国家重点研发计划资助项目(2023YFC3011400)国家自然科学基金资助项目(52479094).

10.7511/dllgxb202603010

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