Numerical Simulations of Tsunami Wave Generation by Submarine Landslides: Validation and Sensitivity Analysis to Landslide Parameters

IF 1.4 3区 工程技术 Q3 ENGINEERING, CIVIL Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2022-03-01 DOI:10.1061/(asce)ww.1943-5460.0000694
R. Sabeti, M. Heidarzadeh
{"title":"Numerical Simulations of Tsunami Wave Generation by Submarine Landslides: Validation and Sensitivity Analysis to Landslide Parameters","authors":"R. Sabeti, M. Heidarzadeh","doi":"10.1061/(asce)ww.1943-5460.0000694","DOIUrl":null,"url":null,"abstract":": Submarine landslide-generated waves have been responsible for signi fi cant damage to coastal communities worldwide. Despite this, the existing knowledge on the mechanism of the phenomenon is limited that can be partly attributed to the absence of adequate validated numerical models. In this study, we applied and validated a Computational Fluid Dynamics numerical model (FLOW3D-Hydro) and used it for investigating the sensitivity of landslide-generated waves to the variations of different parameters. This study is limited to solid-block submarine landslides moving downward at a fi xed slope angle of 45°. We conducted 177 simulations applying the validated model by using three different sliding block sizes (small, medium, and large). The experiments revealed an inverse exponential relationship between maximum initial landslide amplitude and both initial submergence depth and travel distance. We observed that the dominant wave period generated by the large block was 0.7 s whereas it was 1.1 s for the small block; this unexpected result could be attributed to the relatively lower velocity of the sliding mass for the case of the smaller block. DOI: 10.1061/(ASCE)WW.1943-5460.0000694 . This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/.","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":null,"pages":null},"PeriodicalIF":1.4000,"publicationDate":"2022-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"5","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Waterway Port Coastal and Ocean Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1061/(asce)ww.1943-5460.0000694","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 5

Abstract

: Submarine landslide-generated waves have been responsible for signi fi cant damage to coastal communities worldwide. Despite this, the existing knowledge on the mechanism of the phenomenon is limited that can be partly attributed to the absence of adequate validated numerical models. In this study, we applied and validated a Computational Fluid Dynamics numerical model (FLOW3D-Hydro) and used it for investigating the sensitivity of landslide-generated waves to the variations of different parameters. This study is limited to solid-block submarine landslides moving downward at a fi xed slope angle of 45°. We conducted 177 simulations applying the validated model by using three different sliding block sizes (small, medium, and large). The experiments revealed an inverse exponential relationship between maximum initial landslide amplitude and both initial submergence depth and travel distance. We observed that the dominant wave period generated by the large block was 0.7 s whereas it was 1.1 s for the small block; this unexpected result could be attributed to the relatively lower velocity of the sliding mass for the case of the smaller block. DOI: 10.1061/(ASCE)WW.1943-5460.0000694 . This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/.
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
海底滑坡产生海啸波的数值模拟:验证及对滑坡参数的敏感性分析
当前位置海底滑坡产生的海浪对世界各地的沿海社区造成了重大的破坏。尽管如此,关于这一现象的机制的现有知识是有限的,部分原因是缺乏适当的经过验证的数值模型。在这项研究中,我们应用并验证了计算流体动力学数值模型(FLOW3D-Hydro),并使用它来研究滑坡产生的波对不同参数变化的敏感性。本研究仅限于以45°固定坡角向下移动的固体块体海底滑坡。我们使用三种不同的滑动块尺寸(小、中、大),应用验证模型进行了177次模拟。试验结果表明,最大初始滑坡幅值与初始淹没深度和移动距离均呈反指数关系。我们观察到,大块体产生的主导波周期为0.7 s,而小块体产生的主导波周期为1.1 s;这一意想不到的结果可归因于较小块体的滑动质量相对较低的速度。Doi: 10.1061/(asce) www .1943-5460.0000694。本作品在知识共享署名4.0国际许可协议(https://creativecommons.org/licenses/by/4.0/)下提供。
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
CiteScore
4.40
自引率
4.50%
发文量
49
审稿时长
9 months
期刊介绍: The Journal of Waterway, Port, Coastal, and Ocean Engineering disseminates to the profession engineering and scientific advances made in the COPRI disciplines. The journal is a strong forum for civil engineering disciplines related to ocean, coastal and riverine waters as well as the interaction of these waters and the adjacent built and natural environments. This broad scope makes the Journal an ideal choice for the publication and dissemination of archival contributions dealing with important related topics. Topics include dredging, floods, sediment transport, tides, wind waves and storm surge, tsunamis, climate change, rising sea level, extreme weather events and other hazards that affect shorelines, waterways, estuaries, and ports and harbors, as well as efforts to mitigate the impact of such hazards. Of equal interest is the development and operation of offshore facilities and ocean resource utilization, such as renewable energy and ocean mining. Types of publications include original journal articles, comprehensive review articles, short technical notes, case studies of special interest to the readership, book reviews, and special issues on selected topics.
期刊最新文献
Optimal Significant Wave Height Monitoring Network Identification via Empirical Orthogonal Function Analysis with QR Column Pivoting Algorithm Application of Coastal Resilience Metrics at Panama City Beach, Florida Generation of Linear Waves with Bottom Wave Makers Using Analytical Solutions and Extended Mild-Slope Equations Probabilistic Tsunami Damage Assessment for Structural Mitigation Policy Guidance A Data-Driven Approach to Hurricane Debris Modeling
×
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