Numerical simulation of solitary wave-catamaran breakwater interaction using MFCT model

被引:4
作者
Rezaei, H. [1 ]
Ketabdari, M. J. [1 ]
机构
[1] Amirkabir Univ Technol, Fac Marine Technol, Tehran, Iran
关键词
Fixed catamaran breakwater; Solitary waves; Transmission coefficient; MFCT method; FLUX-CORRECTED TRANSPORT; NAVIER-STOKES EQUATIONS; FLOATING BREAKWATER; MOORING FORCES; VOLUME;
D O I
10.1007/s40430-013-0042-x
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this paper, a modified flux-corrected transport method (MFCT) was developed to simulate the interaction of solitary waves with catamaran breakwater. The fluid assumed to be viscous and incompressible. The explicit version of the two-stage projection method was used to solve the time-dependent Navier-Stokes equations. For the validation of the different aspects of the model, numerical test cases were performed. Solitary waves were generated using internal wave maker. The generated waves were compared with experimental data. This comparison showed a reasonable accuracy and ability of this model for solitary wave simulation. The efficiency of a fixed double hull (catamaran) floating breakwater under surface solitary waves was considered, focusing on the effects of the immersed hull on the wave transmission and reflection characteristics. The results show that the critical point for normalized draft of catamaran breakwater is 0.4. For values less than this point, the transmission coefficient increases dramatically. For example, as this normalized draft doubles, the transmission coefficient decreases more than quintuple. Furthermore, as the normalized demi-hull spacing triplicates the transmission coefficient decreases to less than half.
引用
收藏
页码:441 / 456
页数:16
相关论文
共 33 条
  • [21] Performance of cage floating breakwater
    Murali, K
    Mani, JS
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1997, 123 (04): : 172 - 179
  • [22] Nichols B.D., 1980, SOLA-VOF: A solution algorithm for transient fluid flow with multiple free boundaries
  • [23] A modified volume of fluid advection method for uniform Cartesian grids
    Nobari, M. R. H.
    Ketabdari, M. J.
    Moradi, M.
    [J]. APPLIED MATHEMATICAL MODELLING, 2009, 33 (05) : 2298 - 2310
  • [24] Comparison of wall boundary conditions for numerical viscous free surface flow simulation
    Robertson, I
    Sherwin, SJ
    Graham, JMR
    [J]. JOURNAL OF FLUIDS AND STRUCTURES, 2004, 19 (04) : 525 - 542
  • [25] Rudman M, 1997, INT J NUMER METH FL, V24, P671, DOI 10.1002/(SICI)1097-0363(19970415)24:7<671::AID-FLD508>3.0.CO
  • [26] 2-9
  • [27] Mooring forces and motion responses of pontoon-type floating breakwaters
    Sannasiraj, SA
    Sundar, V
    Sundaravadivelu, R
    [J]. OCEAN ENGINEERING, 1998, 25 (01) : 27 - 48
  • [28] Troch P, 1988, P 26 C COAST ENG, P1638
  • [29] Performance of the Wave Energy Dissipation of a Floating Breakwater with Truss Structures and the Quantification of Transmission Coefficients
    Uzaki, Ken-ichi
    Ikehata, Yoshito
    Matsunaga, Nobuhiro
    [J]. JOURNAL OF COASTAL RESEARCH, 2011, 27 (04) : 687 - 697
  • [30] Experimental study of a porous floating breakwater
    Wang, H. Y.
    Sun, Z. C.
    [J]. OCEAN ENGINEERING, 2010, 37 (5-6) : 520 - 527