Simulation of nonlinear wave run-up with a high-order Boussinesq model

被引:72
作者
Fuhrman, David R. [1 ]
Madsen, Per A. [1 ]
机构
[1] Tech Univ Denmark, Dept Mech Engn, DK-2800 Lyngby, Denmark
关键词
Boussinesq equations; run-up; tsunami; finite difference method; extrapolating boundary technique;
D O I
10.1016/j.coastaleng.2007.09.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper considers the numerical simulation of nonlinear wave run-up within a highly accurate Boussinesq-type model. Moving wet-dry boundary algorithms based on so-called extrapolating boundary techniques are utilized, and a new variant of this approach is proposed in two horizontal dimensions. As validation, computed results involving the nonlinear run-up of periodic as well as transient waves on a sloping beach are considered in a single horizontal dimension, demonstrating excellent agreement with analytical solutions for both the free surface and horizontal velocity. In two horizontal dimensions cases involving long wave resonance in a parabolic basin, solitary wave evolution in a triangular channel, and solitary wave run-up on a circular conical island are considered. In each case the computed results compare well against available analytical solutions or experimental measurements. The ability to accurately simulate a moving wet-dry boundary is of considerable practical importance within coastal engineering, and the extension described in this work significantly improves the nearshore versatility of the present high-order Boussinesq approach. (c) 2007 Elsevier B.V All rights reserved.
引用
收藏
页码:139 / 154
页数:16
相关论文
共 51 条
[1]   A new approach to high-order Boussinesq models [J].
Agnon, Y ;
Madsen, PA ;
Schäffer, HA .
JOURNAL OF FLUID MECHANICS, 1999, 399 :319-333
[2]   Evaluation of methods for numerical simulation of wetting and drying in shallow water flow models [J].
Balzano, A .
COASTAL ENGINEERING, 1998, 34 (1-2) :83-107
[3]   The shallow flow equations solved on adaptive quadtree grids [J].
Borthwick, AGL ;
León, SC ;
Józsa, J .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2001, 37 (06) :691-719
[4]   Finite-volume model for shallow-water flooding of arbitrary topography [J].
Bradford, SF ;
Sanders, BF .
JOURNAL OF HYDRAULIC ENGINEERING, 2002, 128 (03) :289-298
[5]   LABORATORY EXPERIMENTS OF TSUNAMI RUNUP ON A CIRCULAR ISLAND [J].
BRIGGS, MJ ;
SYNOLAKIS, CE ;
HARKINS, GS ;
GREEN, DR .
PURE AND APPLIED GEOPHYSICS, 1995, 144 (3-4) :569-593
[6]   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
[7]   WATER WAVES OF FINITE AMPLITUDE ON A SLOPING BEACH [J].
CARRIER, GF ;
GREENSPAN, HP .
JOURNAL OF FLUID MECHANICS, 1958, 4 (01) :97-109
[8]   Boussinesq modeling of wave transformation, breaking, and runup. II: 2D [J].
Chen, Q ;
Kirby, JT ;
Dalrymple, RA ;
Kennedy, AB ;
Chawla, A .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2000, 126 (01) :48-56
[9]   A Cartesian method for fitting the bathymetry and tracking the dynamic position of the shoreline in a three-dimensional, hydrodynamic model [J].
Chen, XJ .
JOURNAL OF COMPUTATIONAL PHYSICS, 2004, 200 (02) :749-768
[10]   Numerical simulation of lowest-order short-crested wave instabilities [J].
Fuhrman, David R. ;
Madsen, Per A. ;
Bingham, Harry B. .
JOURNAL OF FLUID MECHANICS, 2006, 563 (415-441) :415-441