Laboratory study on effects of submerged obstacles on tsunami wave and run-up

被引:8
作者
Touhami, Houssam Eddine [1 ]
Khellaf, Mohamed Cherif [1 ]
机构
[1] Univ Sci & Technol Houari Boumediene, Civil Engn Fac, LEGHYD, BP 32, Algiers 16111, Algeria
关键词
COULWAVE; Experimental study; Tsunami; Submerged obstacles; Run-up; SOLITARY WAVE; NUMERICAL-SIMULATION; WATER-WAVES; LONG WAVES; EVOLUTION; PROPAGATION; FORCES; MODEL;
D O I
10.1007/s11069-017-2791-9
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
This paper presents laboratory experiments and numerical simulations of effects of submerged obstacles on tsunami-like solitary wave and its run-up. This study was carried out for the breaking and non-breaking solitary waves on 1:19.85 uniform slope which contains a submerged obstacle. New laboratory experiments are performed to describe the mitigation of tsunami amplitude and run-up under the effect of submerged obstacles. We are based on experimental results obtained to validate the numerical model. The numerical modeling using COULWAVE aims essentially to show the effect of the obstacle on the shape of solitary wave and the limit of this effect. Using a multiple nonlinear regression, we have determined a model to estimate height of run-up according to the amplitude of the wave and the obstacle peak depth.
引用
收藏
页码:757 / 771
页数:15
相关论文
共 46 条
[1]   Accuracy analysis of the normalized frequency estimation of a discrete-time sine-wave by the average-based interpolated DFT method [J].
Belega, Daniel .
MEASUREMENT, 2013, 46 (01) :593-602
[2]  
Briggs M, 1995, P WAV PHYS NUM MOD U, P446
[3]   Modelling the run-up of significant wave groups [J].
Brocchini, M ;
Gentile, R .
CONTINENTAL SHELF RESEARCH, 2001, 21 (15) :1533-1550
[4]   Tsunami run-up and draw-down on a plane beach [J].
Carrier, GF ;
Wu, TT ;
Yeh, H .
JOURNAL OF FLUID MECHANICS, 2003, 475 :79-99
[5]   WATER WAVES OF FINITE AMPLITUDE ON A SLOPING BEACH [J].
CARRIER, GF ;
GREENSPAN, HP .
JOURNAL OF FLUID MECHANICS, 1958, 4 (01) :97-109
[6]   Vortex generation and evolution in water waves propagating over a submerged rectangular obstacle Part I. Solitary waves [J].
Chang, KA ;
Hsu, TJ ;
Liu, PLF .
COASTAL ENGINEERING, 2001, 44 (01) :13-36
[7]   Large-scale laboratory measurements of solitary wave inundation on a 1:20 slope [J].
Chang, Yu-Hsuan ;
Hwang, Kao-Shu ;
Hwung, Hwung-Hweng .
COASTAL ENGINEERING, 2009, 56 (10) :1022-1034
[8]   Runup of nonlinearly deformed waves on a coast [J].
Didenkulova, I. I. ;
Zahibo, N. ;
Kurkin, A. A. ;
Levin, B. V. ;
Pelinovsky, E. N. ;
Soomere, T. .
DOKLADY EARTH SCIENCES, 2006, 411 (08) :1241-1243
[9]   Runup Characteristics of Symmetrical Solitary Tsunami Waves of "Unknown" Shapes [J].
Didenkulova, Ira ;
Pelinovsky, Efim ;
Soomere, Tarmo .
PURE AND APPLIED GEOPHYSICS, 2008, 165 (11-12) :2249-2264
[10]   Runup of nonlinear asymmetric waves on a plane beach [J].
Didenkulova, Irina ;
Pelinovsky, Efim ;
Soomere, Tarmo ;
Zahibo, Narcisse .
TSUNAMI AND NONLINEAR WAVES, 2007, :175-+