Non-Hydrostatic Modeling of Waves Generated by Landslides with Different Mobility

被引:5
|
作者
Mulligan, Ryan P. [1 ]
Take, W. Andy [1 ]
Bullard, Gemma K. [1 ]
机构
[1] Queens Univ, Dept Civil Engn, Kingston, ON K7L 3N6, Canada
基金
加拿大创新基金会; 加拿大自然科学与工程研究理事会;
关键词
landslide waves; tsunamis; laboratory experiments; momentum balance; numerical wave modeling; IMPULSE WAVES; SURF ZONE; DISPLACEMENT; LONG;
D O I
10.3390/jmse7080266
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Tsunamis are generated when landslides transfer momentum to water, and these waves are major hazards in the mountainous coastal areas of lakes, reservoir, and fjords. In this study, the influence of slide mobility on wave generation is investigated using new: (i) experimental observations; (ii) theoretical relationships; and (iii) non-hydrostatic numerical predictions of the water surface and flow velocity evolution. This is accomplished by comparing landslides with low and high mobility and computing the momentum flux from landslides to water based on data collected in laboratory experiments. These slides have different materials, different impact velocities, different submarine runout distances, and generate very different waves. The waves evolve differently along the length of the waves' flume, and the experimental results are in close agreement with high-resolution phase-resolving simulations. In this short communication, we describe new research on landslide generated waves conducted at Queen's University, Canada, and presented at Coastlab18 in Santander, Spain.
引用
收藏
页数:9
相关论文
共 50 条
  • [21] Non-hydrostatic Modeling of Exchange Flows Across Complex Geometries
    Ilicak, Mehmet
    Oezgoekmen, Tamay M.
    Oezsoy, Emin
    Fischer, Paul F.
    OCEAN MODELLING, 2009, 29 (03) : 159 - 175
  • [22] Algorithm for non-hydrostatic dynamics in the regional oceanic modeling system
    Kanarska, Y.
    Shchepetkin, A.
    McWilliams, J. C.
    OCEAN MODELLING, 2007, 18 (3-4) : 143 - 174
  • [23] An efficient curvilinear non-hydrostatic model for simulating surface water waves
    Choi, Doo Yong
    Wu, Chin H.
    Young, Chih-Chieh
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2011, 66 (09) : 1093 - 1115
  • [24] The Role of Non-Hydrostatic Effects in Nonlinear Dispersive Wave Modeling
    Young, Chih-Chieh
    Wu, Chin H.
    Hsu, Tai-Wen
    WATER, 2020, 12 (12)
  • [25] Hydrostatic versus non-hydrostatic modeling of tsunamis with implications for insular shelf and reef environments
    Bai, Yefei
    Cheung, Kwok Fai
    COASTAL ENGINEERING, 2016, 117 : 32 - 43
  • [26] Non-Hydrostatic Model for Solitary Waves Passing Through a Porous Structure
    Magdalena, Ikha
    JOURNAL OF DISASTER RESEARCH, 2016, 11 (05) : 957 - 963
  • [27] Simulating hydrostatic and non-hydrostatic oceanic flows
    Iskandarani, M.
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2008, 58 (10) : 1135 - 1146
  • [28] NON-HYDROSTATIC MESOSCALE MODEL
    TAPP, MC
    WHITE, PW
    QUARTERLY JOURNAL OF THE ROYAL METEOROLOGICAL SOCIETY, 1976, 102 (432) : 277 - 296
  • [29] Non-hydrostatic finite volume model for non-linear waves interacting with structures
    Ai, Congfang
    Jin, Sheng
    COMPUTERS & FLUIDS, 2010, 39 (10) : 2090 - 2100
  • [30] An Efficient Two-Layer Non-hydrostatic Approach for Dispersive Water Waves
    Escalante, C.
    Fernandez-Nieto, E. D.
    Morales de Luna, T.
    Castro, M. J.
    JOURNAL OF SCIENTIFIC COMPUTING, 2019, 79 (01) : 273 - 320