APPLICATIONS OF BOUNDARY INTEGRAL-EQUATION METHODS FOR 2-DIMENSIONAL NONLINEAR WATER-WAVE PROBLEMS

被引:16
作者
LIU, PLF [1 ]
HSU, HW [1 ]
LEAN, MH [1 ]
机构
[1] XEROX CORP,WEBSTER RES CTR,MECH ENGN SCI LAB,N TARRYTOWN,NY 10591
关键词
INTEGRAL EQUATION; OVERTURNING PROGRESSIVE WAVES; BREAKING STANDING WAVES; SLOSHING;
D O I
10.1002/fld.1650150912
中图分类号
TP39 [计算机的应用];
学科分类号
081203 [计算机应用技术]; 0835 [软件工程];
摘要
On the basis of the integral equation approach, numerical algorithms for solving non-linear water wave problem are presented. The free surface flow is assumed to be irrotational. Two different Green functions are used in the integral equations. The non-linear free-surface boundary conditions are treated by a time-stepping Lagrangian technique. Several numerical examples are given, including permanent periodic waves, overturning progressive waves, breaking standing waves and sloshing problems.
引用
收藏
页码:1119 / 1141
页数:23
相关论文
共 22 条
[1]
STREAM FUNCTION REPRESENTATION OF NONLINEAR OCEAN WAVES [J].
DEAN, RG .
JOURNAL OF GEOPHYSICAL RESEARCH, 1965, 70 (18) :4561-+
[2]
DEAN RG, 1974, 1 US ARM COAST ENG R, V11
[3]
DOLD JW, 1984, 19TH P INT C COAST E, P955
[4]
AN EFFICIENT BOUNDARY ELEMENT METHOD FOR NONLINEAR WATER-WAVES [J].
GRILLI, ST ;
SKOURUP, J ;
SVENDSEN, IA .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 1989, 6 (02) :97-102
[5]
NONLINEAR FREE-SURFACE FLOW AT A 2-DIMENSIONAL BOW [J].
GROSENBAUGH, MA ;
YEUNG, RW .
JOURNAL OF FLUID MECHANICS, 1989, 209 :57-75
[6]
SLOSHING IN 2-DIMENSIONAL CONTAINER WITH INCLINED SIDE WALLS - BOUNDARY-ELEMENT APPROACH [J].
KAMIYA, N ;
MIYAZAWA, H .
COMMUNICATIONS IN APPLIED NUMERICAL METHODS, 1990, 6 (03) :207-214
[7]
BOUNDARY INTEGRAL-EQUATION SOLUTIONS FOR SOLITARY WAVE GENERATION, PROPAGATION AND RUN-UP [J].
KIM, SK ;
LIU, PLF ;
LIGGETT, JA .
COASTAL ENGINEERING, 1983, 7 (04) :299-317
[8]
Liggett J.A., 1984, TOPICS BOUNDARY ELEM, VVolume 1, P78
[9]
Liggett JA, 1983, BOUNDARY INTEGRAL EQ
[10]
LIN WM, 1984, 15TH P S NAV HYDR HA, P33