Physical Model of Landslide-Generated Impulse Waves: Experimental Investigation of the Wave-Granular Flow Coupling

IF 3.3 2区 地球科学 Q1 OCEANOGRAPHY Journal of Geophysical Research-Oceans Pub Date : 2024-09-20 DOI:10.1029/2024JC021145
Abigaël Darvenne, Sylvain Viroulet, Laurent Lacaze
{"title":"Physical Model of Landslide-Generated Impulse Waves: Experimental Investigation of the Wave-Granular Flow Coupling","authors":"Abigaël Darvenne,&nbsp;Sylvain Viroulet,&nbsp;Laurent Lacaze","doi":"10.1029/2024JC021145","DOIUrl":null,"url":null,"abstract":"<p>Large amplitude and unexpected waves are a regular source of natural disasters. Among them, impulse waves generated by landslides can represent a significant threat. Therefore, predicting and measuring the generation of such waves is essential. In this study, the phenomenon is modeled by a 2D-experimental setup using a steady non-uniform granular flow along a slope as a forcing wave generator. The present device provides a continuous supply of grains to avoid finite volume effects, as the part of the landslide actually involved in the wave generation strongly depends on the configuration and is not necessarily available in geophysical events. This system consists of an energy transfer between the granular flow and the wave generation which is characterized by a Froude number. It is found that the latter cannot be defined only based on the dry flow properties to characterize the wave. In particular, the dynamics underwater influence wave generation during a finite time. Accordingly, the present study shows that the wave maximum amplitude is governed by a newly defined Froude number, based on both dry and underwater granular flow properties. Moreover, it is shown that the granular deposit, specifically its runout, can be thought as a proxy of the immersed granular dynamics as long as the impact properties are still considered.</p>","PeriodicalId":54340,"journal":{"name":"Journal of Geophysical Research-Oceans","volume":"129 9","pages":""},"PeriodicalIF":3.3000,"publicationDate":"2024-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1029/2024JC021145","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Geophysical Research-Oceans","FirstCategoryId":"89","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1029/2024JC021145","RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"OCEANOGRAPHY","Score":null,"Total":0}
引用次数: 0

Abstract

Large amplitude and unexpected waves are a regular source of natural disasters. Among them, impulse waves generated by landslides can represent a significant threat. Therefore, predicting and measuring the generation of such waves is essential. In this study, the phenomenon is modeled by a 2D-experimental setup using a steady non-uniform granular flow along a slope as a forcing wave generator. The present device provides a continuous supply of grains to avoid finite volume effects, as the part of the landslide actually involved in the wave generation strongly depends on the configuration and is not necessarily available in geophysical events. This system consists of an energy transfer between the granular flow and the wave generation which is characterized by a Froude number. It is found that the latter cannot be defined only based on the dry flow properties to characterize the wave. In particular, the dynamics underwater influence wave generation during a finite time. Accordingly, the present study shows that the wave maximum amplitude is governed by a newly defined Froude number, based on both dry and underwater granular flow properties. Moreover, it is shown that the granular deposit, specifically its runout, can be thought as a proxy of the immersed granular dynamics as long as the impact properties are still considered.

Abstract Image

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
滑坡产生的脉冲波的物理模型:波粒流耦合实验研究
大振幅和突发性波浪是自然灾害的常见来源。其中,山体滑坡产生的脉冲波可能构成重大威胁。因此,预测和测量这类波浪的产生至关重要。在本研究中,通过一个二维实验装置模拟了这一现象,该装置使用沿斜坡的稳定非均匀颗粒流作为强制波发生器。本装置提供连续的颗粒供应,以避免有限体积效应,因为实际参与波产生的滑坡部分在很大程度上取决于构造,在地球物理事件中不一定存在。该系统由颗粒流和波浪产生之间的能量转移组成,能量转移的特征是弗劳德数。研究发现,后者不能仅根据干流特性来确定波浪的特征。特别是,水下动力学会在有限时间内影响波的产生。因此,本研究表明,波浪的最大振幅受基于干流和水下颗粒流特性的新定义的弗劳德数支配。此外,研究还表明,只要仍然考虑冲击特性,就可以将颗粒沉积物,特别是其跳动,视为浸没颗粒动力学的代表。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Journal of Geophysical Research-Oceans
Journal of Geophysical Research-Oceans Earth and Planetary Sciences-Oceanography
CiteScore
7.00
自引率
13.90%
发文量
429
期刊最新文献
Two Types of Intraseasonal Variability With a Vertical Difference in the Currents East of Luzon Island and Their Sources An Improved Bio-Physical Parameterization for Ocean Radiant Heating in Conditions of Near-Surface Stratification Beach and Backward Bragg Sea-Swell Wave Reflection Across Rocky and Sandy Shores The Influence of Surface Fluxes on Export of Southern Ocean Intermediate and Mode Water in Coupled Climate Models Extremes and Short-Term Fluctuations in Coastal Ocean Acidification and Hypoxia
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1