On the splash-up of tsunami bore impact

被引:30
作者
Ko, Harrison T. -S. [1 ]
Yeh, Harry [1 ]
机构
[1] Oregon State Univ, Dept Civil & Construct Engn, Corvallis, OR 97331 USA
关键词
Tsunami; Bore; Splash-up; Impact; Force; Experiment; Hydrodynamic; Pressure; Euler; Structure; Surge; Impulsive; Runup; WAVE IMPACT; RUN-UP; HYDRAULIC RESISTANCE; VERTICAL WALL; SCALE; BEACH; FORCES; CLIMB;
D O I
10.1016/j.coastaleng.2017.10.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Impulsive forces on a box-shaped structure due to bore impact are investigated experimentally. Experiments are conducted in the laboratory by generating a Gaussian-shaped wave onto a step before impacting structures of three different cross-shore to long-shore length ratios. The relationship between measurements of the splash-up flow on the structure wall and the force measurements is investigated. The pressures are predicted based on the Euler model. Maximum impact forces are found to occur during the run-down phase after the maximum splash-up value is reached. The uniform vertical velocity profile assumption used in the Euler model yields a better estimate for the impact force than the linear and hydrostatic assumptions. In order to verify the pressure distribution during the splash-up flow, we utilize the pressure data collected from a separate experiment in a large-scale laboratory flume. The combined evidence suggests that the flow near the splash-up tip behaves like a solid body projectile.
引用
收藏
页码:1 / 11
页数:11
相关论文
共 30 条
[1]   Tsunami Bore Impingement onto a Vertical Column [J].
Arnason, Halldor ;
Petroff, Catherine ;
Yeh, Harry .
JOURNAL OF DISASTER RESEARCH, 2009, 4 (06) :391-403
[2]  
ASCE, 2017, MIN DES LOADS ASS CR
[3]   Violent breaking wave impacts. Part 1: Results from large-scale regular wave tests on vertical and sloping walls [J].
Bullock, G. N. ;
Obhrai, C. ;
Peregrine, D. H. ;
Bredmose, H. .
COASTAL ENGINEERING, 2007, 54 (08) :602-617
[4]   The influence of air and scale on wave impact pressures [J].
Bullock, GN ;
Crawford, AR ;
Hewson, PJ ;
Walkden, MJA ;
Bird, PAD .
COASTAL ENGINEERING, 2001, 42 (04) :291-312
[5]   LOCALLY WEIGHTED REGRESSION - AN APPROACH TO REGRESSION-ANALYSIS BY LOCAL FITTING [J].
CLEVELAND, WS ;
DEVLIN, SJ .
JOURNAL OF THE AMERICAN STATISTICAL ASSOCIATION, 1988, 83 (403) :596-610
[6]  
Cross R.H., 1967, J WATERWAYS HARBORS, P201, DOI DOI 10.1061/JWHEAU.0000528
[7]   THE IMPACT OF A WATER WEDGE ON A WALL [J].
CUMBERBATCH, E .
JOURNAL OF FLUID MECHANICS, 1960, 7 (03) :353-374
[8]   HYDRAULIC RESISTANCE EFFECT UPON THE DAM-BREAK FUNCTIONS [J].
DRESSLER, RF .
JOURNAL OF RESEARCH OF THE NATIONAL BUREAU OF STANDARDS, 1952, 49 (03) :217-225
[9]  
FEMA, 2012, Guidelines for Design of Structures for Vertical Evacuation from Tsunamis, V2
[10]  
FUKUI Y., 1963, COASTAL ENG JAPAN, V6, P67, DOI [10.1080/05785634.1963.11924633, DOI 10.1080/05785634.1963.11924633]