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| Prediction of the maximum near-field wave amplitude of impulse waves generated by three-dimensional landslides based on momentum balance |
| HAN Linfeng1,2,WANG Pingyi1 |
(1. National Engineering Technology Research Center for Inland Waterway Regulation,Chongqing Jiaotong University,Chongqing 400074,China;2. National Center for Computational Hydroscience and Engineering,University of Mississippi,
Oxford 38677,USA)
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Abstract When a slope slides into water,it creates the impulse waves whose effects may be catastrophic. Assessing the risk posed by such events requires the estimation of the characteristics of waves,especially in the near-field zone. The momentum rate from a landslide upon impacting the water body is the driving force for the generation of impulse waves. The theoretical relationships for the maximum near-field wave amplitude generated by three-dimensional deformable landslides are derived considering the momentum transfer under the hydrostatic and hydrodynamic assumptions. The three-dimensional experiments on tsunami generation by landslides were carried out in a wave flume. The comparisons between the measured values and the predicted wave amplitudes using the novel momentum-based equations indicate that the maximum near-field amplitude generated by three-dimensional landslides is far less than the breaking limit of solitary wave,and thus the wave will not break in the near-field. The results from the theoretical equations are in agreement with the laboratory data if the landslide is completely submerged after deposition. However,for the slope sliding into the shallow water,if the water depth is below the critical depth,the measured near-field amplitudes decrease sharply with the decreasing of water depth,which is opposite to the theoretical relationships. The similar results were also obtained in the three-dimensional experiments by Mohammed(2010) and in Gongjiafang case. The near field characteristics of landslide generated impulse waves for the cases of deep water and shallow water should therefore be studied separately. After discussing the limitations of the theoretical models,a new momentum-based method for predicting the maximum near-field wave amplitude is thus proposed.
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[1] ZWEIFEL A,HAGER W H,MINOR H E. Plane impulse waves in reservoirs[J]. Journal of Waterway Port Coastal and Ocean Engineering,2006,132(5):358–368.
[2] MILLER G S,TAKE W A,MULLIGAN R P,et al. Tsunamis generated by long and thin granular landslides in a large flume[J]. Journal of Geophysical Research:Oceans,2017,DOI:10.1002/ 2016JC012177.
[3] HELLER V,BRUGGEMANN M,SPINNEKEN J,et al. Composite modelling of subaerial landslide-tsunamis in different water body geometries and novel insight into slide and wave kinematics[J]. Coastal Engineering,2016,109(3):20–41.
[4] BORNHOLD B D,THOMSON R E. Tsunami hazard assessment related to slope failures in coastal waters[C]// Landslides:Types,Mechanisms and Modeling. Cambridge:Cambridge University Press, 2012:108–120.
[5] FRITZ H M,HAGER W H,MINOR H E. Near field characteristics of landslide generated impulse waves[J]. Journal of Waterway Port Coastal and Ocean Engineering,2004,130(6):287–302.
[6] HELLER V. Landslide generated impulse waves:prediction of near field characteristics[Ph. D. Thesis][D]. Switzerland:ETH Zurich,2007.
[7] MOHAMMED F,FRITZ H M. Physical modeling of tsunamis generated by three-dimensional deformable granular landslides[J]. Journal of Geophysical Research:Oceans,2012,DOI:10.1029/ 2011JC007850.
[8] MCFALL B C,FRITZ H M. Physical modelling of tsunamis generated by three-dimensional deformable granular landslides on planar and conical island slopes[J]. Proceedings of the Royal Society A,2016,DOI:10.1098/rspa.2016.0052.
[9] HUANG B L,WANG S C,ZHAO Y B. Impulse waves in reservoirs generated by landslides into shallow water[J]. Coastal Engineering,2017,DOI:10.1016/j.coastaleng.2017.03.003.
[10] ZITTI G,ANCEY C,POSTACCHINI M,et al. Impulse waves generated by snow avalanches:momentum and energy transfer to a water body[J]. Journal of Geophysical Research:Earth Surface,2016,DOI:10.1002/2016JF003891.
[11] MULLIGAN R P,TAKE W A. On the transfer of momentum from a granular landslide to a water wave[J]. Coastal Engineering,2017,125:16–22.
[12] MCFALL B C. Physical modeling of landslide generated tsunamis in various scenarios from fjords to conical islands[Ph. D. Thesis][D]. Atlanta,GA,USA:Georgia Institute of Technology,2014.
[13] XIAO L,WARD S N,WANG J. Tsunami squares approach to landslide-generated waves:application to Gongjiafang Landslide,Three Gorges Reservoir,China[J]. Pure and Applied Geophysics,2015,172(12):3 639–3 654.
[14] GRILLI S T,SVENDSEN I A,SUBRAMANYA R. Breaking criterion and characteristics for solitary waves on slopes[J]. Journal of Waterway Port Coastal and Ocean Engineering,1997,123(3):102–112.
[15] HELLER V,HAGER W H. Impulse product parameter in landslide generated impulse waves[J]. Journal of Waterway Port Coastal and Ocean Engineering,2010,136(3):145–155.
[16] MCFALL B C,FRITZ H M. Runup of granular landslide generated tsunamis on planar coasts and conical islands[J]. Journal of Geophysical Research:Oceans,2017,DOI:10.1002/2017JC012832.
[17] TADEPALLI S,SYNOLAKIS C E. The run-up of N-waves on sloping beaches[J]. Proceedings of the Royal Society A,1994,445:99–112.
[18] MARGIELEWSKI W,URBAN J. Crevice-type caves as initial forms of rock landslide development in the Flysch Carpathians[J]. Geomorphology,2003,54(4):325–338.
[19] PANIZZO A,DEGIROLAMO P,PETACCIA A. Forecasting impulse waves generated by subaerial landslides[J]. Journal of Geophysical Research:Oceans,2005,DOI:10.1029/2004JC002778.
[20] DIRISIO M,BELLOTTI G,PANIZZO A,et al. Three-dimensional experiments on landslide generated waves at a sloping coast[J]. Coastal Engineering,2009,56(5):659–671.
[21] HUANG B L,YIN Y P,WANG S C,et al. A physical similarity model of an impulsive wave generated by Gongjiafang landslide in Three Gorges Reservoir,China[J]. Landslides,2014,11(3):513–525.
[22] WANG W,CHEN G Q,YIN K L,et al. Modeling of landslide generated impulsive waves considering complex topography in reservoir area[J]. Environmental Earth Sciences,2016,DOI:10.1007/s12665–016–5252–y.
[23] HELLER V. Scale effects in physical hydraulic engineering models[J]. Journal of Hydraulic Research,2011,49(3):293–306.
[24] HELLER V,HAGER W H,MINOR H E. Scale effects in subaerial landslide generated impulse waves[J]. Experiments in Fluids,2008,44(5):691–703.
[25] CROSTA G B,IMPOSIMATO S,RODDEMAN D. Landslide spreading,impulse water waves and modelling of the vajont rockslide[J]. Rock Mechanics and Rock Engineering,2015,DOI:10.1007/s00603–015–0769–z.
[26] MOHAMMED F. Physical modeling of tsunamis generated by three-dimensional deformable granular landslides[Ph. D. Thesis][D]. Atlanta,GA,USA:Georgia Institute of Technology,2010.
[27] HUANG B L,YIN Y P,LIU G N,et al. Analysis of waves generated by Gongjiafang landslide in Wu Gorge,three Gorges reservoir,on November 23,2008[J]. Landslides,2012,9(3):395–405.
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