Run-up heights of nearshore tsunamis based on quadtree grid system

被引:14
作者
Cho, YS
Park, KY
Lin, TH
机构
[1] Hanyang Univ, Dept Civil Engn, Seoul 133791, South Korea
[2] Hyundai Engn & Construct Co, Seoul 110793, South Korea
关键词
quadtree; nearshore tsunami; run-up; shallow-water equations; circular island; finite difference scheme;
D O I
10.1016/j.oceaneng.2003.10.011
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
To investigate the run-up heights of nearshore tsunamis in the vicinity of a circular island, a numerical model has been developed based on quadtree grids. The governing equations of the model are the nonlinear shallow-water equations. The governing equations are discretized explicitly by using the leap-frog scheme on adaptive hierarchical quadtree grids. The refined quadtree grids are generated around a circular island on a combined domain of rectangular and circular grids. The predicted numerical results have been verified by comparing to available laboratory measurements. A good agreement has been observed. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1093 / 1109
页数:17
相关论文
共 13 条
[1]  
Cho Y, 1995, THESIS CORNELL U
[2]   Crest-length effects in nearshore tsunami run-up around islands [J].
Cho, YS ;
Liu, PLF .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1999, 104 (C4) :7907-7913
[3]  
GONZALEZ FI, 1999, TSUNAMI, P56
[4]  
GORING DG, 1978, KHR38 KECK LAB HYDR, P310
[5]  
Liu P.L.F., 1994, RECENT DEV TSUNAMI R
[6]   RUNUP OF SOLITARY WAVES ON A CIRCULAR ISLAND [J].
LIU, PLF ;
CHO, YS ;
BRIGGS, MJ ;
KANOGLU, U ;
SYNOLAKIS, CE .
JOURNAL OF FLUID MECHANICS, 1995, 302 :259-285
[7]   INTEGRAL-EQUATION MODEL FOR WAVE-PROPAGATION WITH BOTTOM FRICTIONS [J].
LIU, PLF ;
CHO, YS .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1994, 120 (06) :594-608
[8]   Quadtree grid numerical model of nearshore wave-current interaction [J].
Park, KY ;
Borthwick, AGL .
COASTAL ENGINEERING, 2001, 42 (03) :219-239
[9]  
PARK KY, 1999, THESIS OXFORD U
[10]  
Pelinovsky E, 1999, PHYS CHEM EARTH PT B, V24, P431