院报 ›› 2022, Vol. 39 ›› Issue (7): 52-58.DOI: 10.11988/ckyyb.20210349

• 工程安全与灾害防治 • 上一篇    下一篇

散体滑坡涌浪形成与传播的物理模拟试验研究

吴长虹1, 江兴元1,2, 杨义1, 严炎3, 任意1, 王中美1,2   

  1. 1.贵州大学 资源与环境工程学院,贵阳 550025;
    2.贵州大学 喀斯特地质资源与环境教育部重点实验室,贵阳 550025;
    3.西南交通大学 土木工程学院,成都 610031
  • 收稿日期:2021-04-13 修回日期:2021-07-14 出版日期:2022-07-01 发布日期:2022-07-25
  • 通讯作者: 江兴元(1986-),男,山东菏泽人,副教授,博士,硕士生导师,主要从事山区地质灾害评价与防治研究。E-mail:xyjiang3@gzu.edu.cn
  • 作者简介:吴长虹(1995-),男,贵州遵义人,硕士研究生,主要从事地质灾害研究工作。E-mail:1976235485@qq.com
  • 基金资助:
    国家自然科学基金项目(42007271);国家地质灾害自动化监测技术创新平台培育基地项目(KF2019-5);自然资源部喀斯特环境与地质灾害重点实验室开放课题(2017K04);贵州大学实验室开放课题(SYSKF2022-015)

Physical Modelling on the Generation and Propagation of Surge Wave Caused by Granular Landslide

WU Chang-hong1, JIANG Xing-yuan1,2, YANG Yi1, YAN Yan3, REN Yi1, WANG Zhong-mei1,2   

  1. 1. College of Resources and Environmental Engineering,Guizhou University,Guiyang 550025,China;
    2. Key Laboratory of Karst Geological Resources and Environment of Ministry of Education,Guizhou University,Guiyang 550025,China;
    3. School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China
  • Received:2021-04-13 Revised:2021-07-14 Online:2022-07-01 Published:2022-07-25

摘要: 滑坡入水淹没率是影响滑坡涌浪生成和传播的重要因素。采用正交试验开展散体滑坡涌浪室内模拟试验研究,探讨了滑体规模、速度与水深条件对涌浪波形特征的影响。取得如下研究成果:①滑体完全入水激发涌浪,首浪具有较大波幅,波前平缓、波后较陡,且波形关于竖直和水平轴对称,呈“匍匐”态传播;未完全入水滑坡涌浪初始波峰明显,形态尖突,无明显波谷,波形关于竖直轴对称。②建立了基于单宽体积比R和弗劳德数Fr的波形分类方法,将涌浪分为类斯托克斯波、类椭圆余弦波(或类孤立波)和涌波3种波形,界定了基于R-Fr关系的波形边界方程。③构建了基于R参数的最大波幅预测模型,选取4个涌浪案例验证了模型的可靠性。研究结果对探究深水与浅水区滑坡涌浪的预测具有参考意义。

关键词: 滑坡涌浪, 散体, 波幅, 波形分类, 预测模型, 物理模拟试验

Abstract: The submergence ratio of landslide is an important factor that affects the generation and propagation of landslide-generated surge wave.The effects of slide scale,sliding velocity,and water depth on surge wave properties are investigated via indoor physical modelling of a granular landslide based on orthogonal test.The research findings are presented as follows:(1)In the case of entire submergence of landslide body,the head wave is featured with large amplitude,gentle wave fronts and steep wave rears and a symmetrical wave profile both to the vertical and the horizontal axes,propagating in a “creeping” state.In the case of partial submergence of the sliding body,the surge waves feature obvious head wave crests,sharp initial form,a symmetrical wave profile to the vertical axis,and no obvious valley.(2)A method of classifying wave type is proposed based on the relationship between unit-width volume ratio R and Froude number Fr.The types of landslide-generated waves are divided into stokes-like waves,cnoidal-or solitary-like waves,and bore-like waves.The dividing equations are defined.(3)A predictive model for maximum wave amplitude is obtained in consideration of parameter R.Four cases of landslide surge are taken to verify the reliability of the model,and the calculated results are found to be in good agreement with experimental data.The research findings are of referential value for predicting the landslide-generated wave in both deep water and shallow water.

Key words: landslide surge, granular landslide, wave amplitude, wave type classification, predictive model, physical model experiment

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