Wave Generation Across a Continuum of Landslide Conditions From the Collapse of Partially Submerged to Fully Submerged Granular Columns

被引:28
作者
Cabrera, Miguel A. [1 ]
Pinzon, Gustavo [1 ]
Take, W. Andy [2 ]
Mulligan, Ryan P. [2 ]
机构
[1] Univ Andes, Dept Civil & Environm Engn, Bogota, Colombia
[2] Queens Univ, Dept Civil Engn, Kingston, ON, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
SUBAERIAL LANDSLIDE; TSUNAMI; MASS;
D O I
10.1029/2020JC016465
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Landslide generated tsunamis are a primary natural hazard to coastal communities and infrastructure, but the present state of knowledge is limited to the specific details of momentum transfer from the landslide to the water body for either subaerial or fully submerged conditions. Here we report a series of novel experiments and an analytical model that bridges this gap, by exploring the collapse of a granular column for a wide range of water depths. We show that the maximum seaward wave amplitude is governed by a single dimensionless ratio, the relative depth of submergence. Based on the experimental observations, we propose a continuous function that quantifies the maximum wave amplitude by considering the momentum flux from the initially vertical granular column to the initially still fluid. Predictions made using the momentum function are in good agreement with observations of the present study and with other experimental studies of granular column collapse at larger scales. The analytical model allows the prediction of maximum wave amplitude over the full range of submergence conditions from subaerial to partially submerged and fully submerged collapses, with potential applications for tsunami hazard assessment. Plain Language Summary Coastal communities face several natural hazards, among them, landslide generated tsunamis. The present state of knowledge about landslide generated tsunamis is limited to the specific cases of either subaerial or fully submerged landslides. Here we report a series of novel experiments and simplify those observations in a continuous function that bridges this gap, by exploring the collapse of a granular column for a wide range of water depths. We show that the maximum seaward wave height is governed by the ratio between the water depth and the column height. The continuous function quantifies the maximum wave height by considering the interaction between the initially vertical granular column to the initially still fluid. The predictions are in good agreement with observations of the present study and with other experimental studies at larger scales. The analytical model allows the prediction of maximum wave height over the full range of submergence conditions, from subaerial to partially submerged and fully submerged collapses, with potential applications for tsunami hazard assessment.
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页数:16
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