Higher order Boussinesq-type equations for water waves on uneven bottom
O353.2; Higher order Boussinesq-type equations for wave propagation over variable bathymetry were derived. The time dependent free surface boundary conditions were used to compute the change of the free surface in time domain. The free surface velocities and the bottom velocities were connected by t...
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Published in | Applied mathematics and mechanics Vol. 26; no. 6; pp. 774 - 784 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Department of Engineering Mechanics, Shanghai Jiaotong University,Shanghai 200030, P. R. China
01.06.2005
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Subjects | |
Online Access | Get full text |
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Abstract | O353.2; Higher order Boussinesq-type equations for wave propagation over variable bathymetry were derived. The time dependent free surface boundary conditions were used to compute the change of the free surface in time domain. The free surface velocities and the bottom velocities were connected by the exact solution of the Laplace equation. Taking the velocities on half relative water depth as the fundamental unknowns, terms relating to the gradient of the water depth were retained in the inverse series expansion of the exact solution, with which the problem was closed. With enhancements of the finite order Taylor expansion for the velocity field, the application range of the present model was extended to the slope bottom which is not so mild. For linear properties, some validation computations of linear shoaling and Booij's tests were carried out. The problems of wave-current interactions were also studied numerically to test the performance of the enhanced Boussinesq equations associated with the effect of currents. All these computational results confirm perfectly to the theoretical solution as well as other numerical solutions of the full potential problem available. |
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AbstractList | O353.2; Higher order Boussinesq-type equations for wave propagation over variable bathymetry were derived. The time dependent free surface boundary conditions were used to compute the change of the free surface in time domain. The free surface velocities and the bottom velocities were connected by the exact solution of the Laplace equation. Taking the velocities on half relative water depth as the fundamental unknowns, terms relating to the gradient of the water depth were retained in the inverse series expansion of the exact solution, with which the problem was closed. With enhancements of the finite order Taylor expansion for the velocity field, the application range of the present model was extended to the slope bottom which is not so mild. For linear properties, some validation computations of linear shoaling and Booij's tests were carried out. The problems of wave-current interactions were also studied numerically to test the performance of the enhanced Boussinesq equations associated with the effect of currents. All these computational results confirm perfectly to the theoretical solution as well as other numerical solutions of the full potential problem available. |
Author | Ben-long, Wang Hua, Liu |
AuthorAffiliation | Department of Engineering Mechanics, Shanghai Jiaotong University,Shanghai 200030, P. R. China |
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CitedBy_id | crossref_primary_10_1016_j_apor_2017_01_006 crossref_primary_10_1007_s11431_008_0241_3 crossref_primary_10_1016_j_proeng_2015_08_393 crossref_primary_10_1007_s13344_012_0011_7 crossref_primary_10_1007_s13344_011_0036_3 crossref_primary_10_1016_j_oceaneng_2023_115893 crossref_primary_10_1007_BF03400429 crossref_primary_10_1080_17455030_2014_1002441 crossref_primary_10_1007_s13344_014_0025_4 crossref_primary_10_1016_j_proenv_2011_10_009 crossref_primary_10_1016_S1001_6058_06_60036_X |
Cites_doi | 10.1017/S0022112002008467 10.1016/0378-3839(83)90017-0 10.1016/S0378-3839(97)81745-0 10.1017/S0022112099006394 10.1098/rsta.1998.0309 10.1016/S0378-3839(97)00034-3 10.1061/(ASCE)0733-950X(1999)125:4(176) 10.1017/S0022112099007247 |
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Keywords | higher order Boussinesq model uneven bottom wave-current interaction |
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References | M F Gobbi (BF02465429_CR2) 2000; 405 Z Zou (BF02465429_CR4) 2000; 22 Chen Qin (BF02465429_CR5) 1999; 125 P A Madsen (BF02465429_CR7) 2002; 462 T Y Wu (BF02465429_CR8) 2000 N Booij (BF02465429_CR9) 1983; 7 M K Kristensen (BF02465429_CR6) 1995 K D Suh (BF02465429_CR10) 1997; 32 Q Chen (BF02465429_CR11) 1998; 33 P A Madsen (BF02465429_CR1) 1998; 356 Y Agnon (BF02465429_CR12) 1999; 399 Hong Guangwen (BF02465429_CR3) 1997; 11 |
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