脉冲(物理)
弗劳德数
地质学
机械
山崩
风浪
斯托克斯波
浪涌
破碎波
非线性系统
波浪变浅
波高
波传播
地球物理学
物理
机械波
纵波
地震学
经典力学
地貌学
光学
流量(数学)
海洋学
量子力学
作者
Hermann M. Fritz,Willi H. Hager,Hans-Erwin Minor
出处
期刊:Journal of waterway, port, coastal, and ocean engineering
[American Society of Civil Engineers]
日期:2004-11-01
卷期号:130 (6): 287-302
被引量:269
标识
DOI:10.1061/(asce)0733-950x(2004)130:6(287)
摘要
Landslide generated impulse waves were investigated in a two-dimensional physical laboratory model based on the generalized Froude similarity. The recorded wave profiles were extremely unsteady and nonlinear. Four wave types were determined: weakly nonlinear oscillatory wave, non-linear transition wave, solitary-like wave and dissipative transient bore. Most of the generated impulse waves were located in the intermediate water depth wave regime. Nevertheless the propagation velocity of the leading wave crest closely followed the theoretical approximations for a solitary wave. Between 4 and 50% of the kinetic slide impact energy propagated outward in the impulse wave train. The applicability ranges of the classical nonlinear wave theories to landslide generated impulse waves were determined. The main wave characteristics were related to the landslide parameters driving the entire wave generation process. The slide Froude number was identified as the dominant parameter. The physical model results were compared to the giant rockslide generated impulse wave which struck the shores of the Lituya Bay, Alaska, in 1958.
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