Translational momentum of deformable submarine landslides off a slope

被引:14
|
作者
Guan, Xiafei [1 ,2 ,3 ]
Shi, Huabin [1 ,2 ,3 ,4 ]
机构
[1] Southern Marine Sci & Engn Guangdong Lab Zhuhai, Zhuhai 519000, Peoples R China
[2] Univ Macau, State Key Lab Internet Things Smart City, Macau, Peoples R China
[3] Univ Macau, Dept Ocean Sci & Technol, Macau, Peoples R China
[4] Ctr Ocean Res Hong Kong & Macau CORE, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
avalanches; coastal engineering; multiphase flow; DEBRIS FLOW IMPACT; 2-PHASE SPH MODEL; TSUNAMI GENERATION; NUMERICAL-SIMULATION; EXPERIMENTAL VALIDATION; GRANULAR LANDSLIDE; IMPULSIVE WAVES; MASS FAILURE; WATER; SUBAERIAL;
D O I
10.1017/jfm.2023.177
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
It has been reported that, in submarine landslides down a slope, only a small part of the landslide momentum was transferred to the tsunami while most was lost in the further propagation over the flat bed. The high momentum of landslides off a slope meant a long run-out and a great impact on underwater infrastructure. Nevertheless, little attention has been paid to the variation of momentum of deformable submarine landslides off a slope, i.e. the loss of momentum when the slides flow away from the slope over a flat bottom. In this paper, the translational momentum of deformable submarine granular landslides running down a non-erodible inclined bed is investigated with a two-phase smoothed particle hydrodynamics model. After flowing down the slope, the transport rate and flux of the landslide translational momentum along the propagation over the flat bottom are examined. The effects of physical variables of the slide, particularly the grain size, the initial compaction and the front intrusion angle on the variation of the translational momentum, are explored. Accordingly, scaling relations of the spatial-temporal maximum transport rate and flux of the landslide translational momentum, as well as those of the slide final run-out and the generated leading wave height, are proposed. These scaling relations, although based on numerical data of small-scale granular landslides, demonstrate a preliminary attempt to develop practical expressions in the framework of momentum for estimating the run-out of real submarine landslides and the impact on underwater infrastructure.
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页数:41
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