Modelling of waves and currents around submerged breakwaters

被引:87
作者
Johnson, HK
Karambas, TV
Avgeris, I
Zanuttigh, B
Gonzalez-Marco, D
Caceres, I
机构
[1] DHI Water & Environm, DK-2970 Horsholm, Denmark
[2] Aristotle Univ Thessaloniki, GR-54006 Thessaloniki, Greece
[3] Univ Bologna, Bologna, Italy
[4] Univ Politecn Cataluna, E-08028 Barcelona, Spain
关键词
submerged breakwaters; waves; currents; numerical modelling;
D O I
10.1016/j.coastaleng.2005.09.011
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recent experimental data collected during the DELOS project are used to validate two approaches for simulating waves and currents in the vicinity of submerged breakwaters. The first approach is a phase-averaged method in which a wave model is used to simulate wave transformation and calculate radiation stresses, while a flow model (2-dimensional depth averaged or quasi-3D) is used to calculate the resulting wave driven currents. The second approach is a phase resolving method in which a high order 2DH-Boussinesq-type model is used to calculate the waves and flow. The models predict wave heights that are comparable to measurements if the wave breaking sub-model is property tuned for dissipation over the submerged breakwater. It is shown that the simulated flow pattern using both approaches is qualitatively similar to that observed in the experiments. Furthermore, the phase-resolving model shows good agreement between measured and simulated instantaneous surface elevations in wave flume tests. (c) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:949 / 969
页数:21
相关论文
共 49 条
[1]  
Abbott M.B., 1973, J HYDRAULIC RES, V1
[2]  
ALONSO D, 1999, MODELADO 2DH 3D CIRC
[3]  
AVGERIS I, 2004, DELOS INTERNAL REPOR
[4]  
Battjes J.A., 1978, Coast. Eng. Proc., V16, P32, DOI [10.1061/9780872621909.034, DOI 10.9753/ICCE.V16.32]
[5]   ON THE ONE-DIMENSIONAL STEADY AND UNSTEADY POROUS FLOW EQUATIONS [J].
BURCHARTH, HF ;
ANDERSEN, OH .
COASTAL ENGINEERING, 1995, 24 (3-4) :233-257
[6]  
CHAPMAN B, 1999, P INT C COAST STRUCT, P803
[7]  
Christensen E.D., 2003, P COAST STRUCT 2003
[8]   Boussinesq equations for wave transformation on porous beds [J].
Cruz, EC ;
Isobe, M ;
Watanabe, A .
COASTAL ENGINEERING, 1997, 30 (1-2) :125-156
[9]   A modeling investigation of the breaking wave roller with application to cross-shore currents [J].
Dally, WR ;
Brown, CA .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1995, 100 (C12) :24873-24883
[10]  
DALLY WR, 1984, P 19 INT C COAST ENG, P82