Citation: | HAN Linfeng, WANG Pingyi, MU Ping, WANG Meili, WU Guomao. Experimental Study on Near-Field Characteristics of Impulse Waves Generated by Three-Dimensional Rock Slide[J]. Journal of Southwest Jiaotong University, 2022, 57(2): 346-352. doi: 10.3969/j.issn.0258-2724.20200078 |
In order to predict the arrival time and wave height of the shock wave (surge) from a landslide source to the hazard-affected body, the near-field wave characteristics of the surge induced by the reservoir rock mass landslide were experimentally studied. Firstly, according to the typical rockslide parameters and rock fracture characteristics in the Three Gorges reservoir area, a three-dimensional physical laboratory model for cracked rockslide generated impulse waves was built based on the generalized Froude similarity. Then, the near-field wave generation mechanism and propagation law were revealed though model tests. Finally, a prediction model of near-field waves was established by multiple regression analysis. The results showed that the main driving force of the first wave is the displacement and drag of the landslide to the water body; the size of the leading wave trough amplitude depends on the duration of the water collapse. According to the underwater movement process of the landslide, two critical water depths are introduced in this paper, and the calculation method of the first wave trough generation time is proposed. Furthermore, the first wave crest propagates at velocities up to the approximate solitary wave celerity. The celerity of the first wave trough and the second wave is lower than that of the solitary wave, and their measureless phase wave speeds are 0.9, 0.78 and 0.68 times the solitary wave celerity, respectively.
[1] |
HELLER V, HAGER W H, MINOR H E. Landslide generated impulse waves in reservoirs[R]. Zurich: ETH Zurich, 2009.
|
[2] |
许春青. 滑坡预测预报模型比较分析[D]. 哈尔滨: 哈尔滨工程大学, 2011.
|
[3] |
WATTS P. Tsunami features of solid block underwater landslides[J]. Journal of Waterway Port Coastal and Ocean Engineering, 2000, 126(3): 144-152. doi: 10.1061/(ASCE)0733-950X(2000)126:3(144)
|
[4] |
SAELEVIK G, JENSEN A, PEDERSEN G. Experimental investigation of impact generated tsunami; related to a potential rock slide,Western Norway[J]. Coastal Engineering, 2009, 56(9): 897-906. doi: 10.1016/j.coastaleng.2009.04.007
|
[5] |
HELLER V, SPINNEKEN J. Improved landslide tsunami prediction:effects of block model parameters and slide model[J]. Journal of Geophysical Research, 2013, 118(3): 1489-1507.
|
[6] |
PANIZZO A, DEGIROLAMO P, PETACCIA A. Forecasting impulse waves generated by subaerial landslides[J]. Journal of Geophysical Research, 2005, 110(C12): C12025.1-C12025.23. doi: 10.1029/2004JC002778
|
[7] |
LINDSTRØM E K, PEDERSEN G K, JENSEN A, et al. Experiments on slide generated waves in a 1∶500 scale fjord model[J]. Coastal Engineering, 2014, 92(4): 12-23.
|
[8] |
岳书波,刁明军,王磊. 滑坡涌浪的初始形态及其衰减规律的研究[J]. 水利学报,2016,47(6): 816-825.
YUE Shubo, DIAO Mingjun, WANG Lei. Research on initial formation and attenuation of landslide-generated waves[J]. Journal of Hydraulic Engineering, 2016, 47(6): 816-825.
|
[9] |
肖莉丽,殷坤龙,王佳佳,等. 基于物理模拟试验的库岸滑坡冲击涌浪[J]. 中南大学学报(自然科学版),2014,45(5): 1618-1626.
XIAO Lili, YIN Kunlong, WANG Jiajia, et al. Impulse wave generated by reservoir landslides based on physical model experiments[J]. Journal of Central South University (Science and Technology), 2014, 45(5): 1618-1626.
|
[10] |
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. doi: 10.1061/(ASCE)0733-950X(2004)130:6(287)
|
[11] |
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. doi: 10.1061/(ASCE)0733-950X(2006)132:5(358)
|
[12] |
HELLER V. Landslide generated impulse waves: prediction of near field characteristics[D]. Zurich: ETH Zurich, 2007.
|
[13] |
HUANG B L, YIN Y P, WWANG 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. doi: 10.1007/s10346-013-0453-x
|
[14] |
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 Mathematical, Physical, and Engineering Sciences, 2016, 472(2188): 20160052.1-20160052.24. doi: 10.1098/rspa.2016.0052
|
[15] |
DI RISIO M, SAMMARCO P. Analytical modeling of landslide-generated waves[J]. Journal of Waterway Port Coastal and Ocean Engineering, 2008, 134(1): 53-60. doi: 10.1061/(ASCE)0733-950X(2008)134:1(53)
|
[16] |
MOHAMMED F, FRITZ H M. Physical modeling of tsunamis generated by three-dimensional deformable granular landslides[J]. Journal of Geophysical Research:Oceans, 2013, 118(6): 3221.
|
[17] |
韩林峰,王平义,王梅力,等. 碎裂岩体滑坡运动特征及近场涌浪变化规律[J]. 浙江大学学报(工学版),2019,53(12): 2325-2334.
HAN Linfeng, WANG Pingyi, WANG Meili, et al. Motion characteristics of cataclastic rockslides and change rules of impulse waves in near-field zone[J]. Journal of Zhejiang University (Engineering Science), 2019, 53(12): 2325-2334.
|
[18] |
DEAN R G, DALRYMPLE R A. Advanced series on ocean engineering 2: water wave mechanics for engineers and scientists[M]. Singapore: World Scientific Publishing, 1991.
|
[19] |
韩林峰,王平义. 基于动量平衡的三维滑坡涌浪最大近场波幅预测[J]. 岩石力学与工程学报,2018,37(11): 165-173.
HAN Linfeng, WANG Pingyi. Prediction of maximum near-field wave amplitude of impulse wave generated by three-dimensional landslide based on momentum balance[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(11): 165-173.
|
[20] |
VIROULET S, CEBRON D, KIMMOUN O, et al. Shallow water waves generated by subaerial solid landslides[J]. Geophysical Journal International, 2013, 193(2): 747-762. doi: 10.1093/gji/ggs133
|
[21] |
MOHAMMED F. Physical modeling of tsunamis generated by three-dimensional deformable granular landslides[D]. Atlanta: Georgia Institute of Technology, 2010.
|
[22] |
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. doi: 10.1061/(ASCE)0733-950X(1997)123:3(102)
|