Effect of bed roughness on tsunami-like waves and induced loads on buildings

被引:15
作者
Wuthrich, Davide [1 ,3 ]
Pfister, Michael [2 ]
Schleiss, Anton J. [1 ]
机构
[1] Ecole Polytech Fed Lausanne, LCH, Lausanne, Switzerland
[2] Haute Ecole Ingn & Architecture Fribourg HEIA FR, HES So, Civil Engn Dept, Fribourg, Switzerland
[3] Japan Agcy Marine Earth Sci & Technol JAMSTEC, Dept Math Sci & Adv Technol MAT, Yokohama, Kanagawa, Japan
基金
瑞士国家科学基金会;
关键词
Unsteady flows; Tsunami; Bed roughness; Impact forces; Structural loading; HYDRAULIC RESISTANCE; VELOCITY-FIELD; SURFACE SHAPE; SHEAR-STRESS; DAM-BREAKS; FORCES; IMPACT; TIPS;
D O I
10.1016/j.coastaleng.2019.103508
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Tsunami, impulse-waves and dam-break waves afflict humanity with casualties and damages. An insight into the flow mechanisms of these waves is important to provide safety and reduce reconstruction costs. This experimental study focuses on the effect of bed roughness on the main hydrodynamic properties of surges propagating on dry bed. In addition, the resulting wave impact forces on buildings with and without openings are studied. Results pointed out that dry bed surges on a rough bed had a lower front celerity and a higher flow depth, resulting into inundation depths during the impact around 20% higher as compared to the smooth bed. Furthermore, a rough bed induced a lower momentum flux during wave propagation, resulting into lower impact forces exerted on the building. The rough bed configuration also caused shorter impact durations, leading to lower impulse values transferred to the building. Results pointed out that even on rough bed, openings within the buildings linearly reduced impact forces, thus providing some helpful information for the design of safer coastal structures.
引用
收藏
页数:10
相关论文
共 46 条
[31]   Bed shear stress, surface shape and velocity field near the tips of dam-breaks, tsunami and wave runup [J].
Nielsen, Peter .
COASTAL ENGINEERING, 2018, 138 :126-131
[32]  
Nistor I., 2009, HDB COASTAL OCEAN EN, P261, DOI [10.1142/97898128193070011, DOI 10.1142/9789812819307_0011]
[33]   EXPERIMENTAL INVESTIGATION OF TSUNAMI IMPACT ON FREE STANDING STRUCTURES [J].
Nouri, Younes ;
Nistor, Ioan ;
Palermo, Dan ;
Cornett, Andrew .
COASTAL ENGINEERING JOURNAL, 2010, 52 (01) :43-70
[34]   Forces on a vertical wall due to long waves, bores, and dry-bed surges [J].
Ramsden, JD .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 1996, 122 (03) :134-141
[35]  
Ritter A., 1892, Z. Verein Deutscher Ingenieure, V36, P947
[36]   The Indian ocean tsunami of December 26, 2004: observations in Sri Lanka and Thailand [J].
Rossetto, T. ;
Peiris, N. ;
Pomonis, A. ;
Wilkinson, S. M. ;
Del Re, D. ;
Koo, R. ;
Gallocher, S. .
NATURAL HAZARDS, 2007, 42 (01) :105-124
[37]   Physical modelling of tsunami using a new pneumatic wave generator [J].
Rossetto, Tiziana ;
Allsop, William ;
Charvet, Ingrid ;
Robinson, David I. .
COASTAL ENGINEERING, 2011, 58 (06) :517-527
[38]   Experimental investigation of tsunami bore impact force and pressure on a square prism [J].
Shafiei, Seyedreza ;
Melville, Bruce W. ;
Shamseldin, Asaad Y. .
COASTAL ENGINEERING, 2016, 110 :1-16
[39]   Tsunami wave loading on coastal houses: a model approach [J].
Thusyanithan, Navarathnam I. ;
Madabhusi, S. P. Gopal .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CIVIL ENGINEERING, 2008, 161 (02) :77-86
[40]   THE EFFECTS OF HYDRAULIC RESISTANCE IN THE DAM-BREAK PROBLEM [J].
WHITHAM, GB .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1955, 227 (1170) :399-407