The flow in the surf zone: a fully nonlinear Boussinesq-type of approach

被引:37
作者
Musumeci, RE
Svendsen, IA
Veeramony, J
机构
[1] Univ Catania, Dept Civil & Environm Engn, I-95125 Catania, Italy
[2] Univ Delaware, Ctr Appl Coastal Res, Newark, DE 19716 USA
[3] Mississippi State Univ, Engn Res Ctr, Mississippi State, MS 39762 USA
关键词
surf zone hydrodynamics; wave breaking; fully nonlinear Boussinesq model; vorticity; wave groups;
D O I
10.1016/j.coastaleng.2005.02.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The dynamics of the wave propagation within the surf zone is represented through a weakly dispersive fully nonlinear Boussinesq-type of model. The flow is assumed rotational and the governing equations are derived with no assumptions on the order of magnitude of the nonlinear effects. In the modeling, the velocity field is influenced by the effects of vorticity due to breaking, and the vorticity transport equation is solved analytically. The amount of vorticity introduced by the breaking process is determined through an analogy with the hydraulic jump and the adoption of the concept of the surface roller. A numerical accurate description of the effects of the surface roller is obtained by adopting an original self-adaptive-time-varying grid, developed on purpose. Such an approach makes it possible to get a better resolution in the region with rapid variations where the vorticity is generated, without heavily affecting the efficiency of the numerical model. Comparisons with a weakly nonlinear version of the model show that the proposed model considerably improves the estimate of the dynamics of wave propagations both in the shoaling and in the surf zone. Comparisons with laboratory measurements, both for regular and irregular waves, demonstrate that the proposed model has fairly good prediction capabilities. In particular, in contrast to other models, it provides quite good estimates of both the velocity and the undertow profiles. Moreover, typical features of random wave breaking (such as varying breaking line, different wave height decay, effects of groupiness) can be reproduced by the proposed model, as shown through comparisons with groupy wave laboratory data. (c) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:565 / 598
页数:34
相关论文
共 44 条
[1]  
Cox D., 1995, CACR9507
[2]   Kinematic undertow model with logarithmic boundary layer [J].
Cox, DT ;
Kobayashi, N .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 1997, 123 (06) :354-360
[3]   QUASI-3D MODELING OF NEARSHORE CURRENTS [J].
DEVRIEND, HJ ;
STIVE, MJF .
COASTAL ENGINEERING, 1987, 11 (5-6) :565-601
[4]   Wave evolution over submerged sills: tests of a high-order Boussinesq model [J].
Gobbi, MF ;
Kirby, JT .
COASTAL ENGINEERING, 1999, 37 (01) :57-96
[5]  
Hansen J.B., 1979, SERIES PAPER NO 21
[6]  
Jeong JH, 1999, INT J NUMER METH FL, V29, P657, DOI 10.1002/(SICI)1097-0363(19990330)29:6<657::AID-FLD806>3.0.CO
[7]  
2-D
[8]  
Jeong JH, 1998, INT J NUMER METH FL, V26, P1127, DOI 10.1002/(SICI)1097-0363(19980615)26:10<1127::AID-FLD644>3.0.CO
[9]  
2-Q
[10]   High resolution flux-difference-splitting scheme on adaptive grid for open-channel flows [J].
Jha, AK ;
Akiyama, J ;
Ura, M .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2001, 36 (01) :35-52