Experimental investigation on the hydrodynamic performance of an inverted trapezoidal breakwater

被引:1
作者
AlYousif, Ahmad [1 ,3 ]
Alotaibi, Ashgan [1 ]
Neelamani, S. [2 ]
机构
[1] Kuwait Univ, Civil Engn Dept, Safat, Kuwait
[2] Kuwait Inst Sci Res, Environm & Life Sci Res Ctr, Coastal Management Program, Safat, Kuwait
[3] Kuwait Univ, Civil Engn Dept, POB 5969, Safat 13060, Kuwait
关键词
Wave hydrodynamics; wave-structure interaction; wave energy transmission; reflection; and dissipation; rubble-mound breakwaters of different cross sections; coastal structures; physical modelling; SUBMERGED BREAKWATERS; WAVE TRANSMISSION; REFLECTION; BOTTOM; PREDICTION; STABILITY;
D O I
10.1080/17445302.2024.2335451
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The wave transmission, reflection, and dissipation characteristics of conventional (trapezoidal (TBs)) and non-conventional (inverted trapezoidal (ITBs) and rectangular (RB)) breakwaters with the same volume and porosity are evaluated under different submergence ratios, wave heights, and wave periods in regular and random waves. The experimental investigation revealed that the ITB shape is the most efficient cross section for reducing wave transmission coefficient (K-t) when the breakwater is submerged or the still water level (SWL) is at the crest of the breakwater, whereas the conventional TB is the least efficient. Compared to the conventional TB, the ITB reduced K-t by 10%-20% under submerged conditions and by 20%-30% when the SWL is at the breakwater crest. K-t < 0.2 is obtained for a relative water depth d/L-p > 0.2, which is suitable for most wave damping applications in the field when the ITB crest is at the SWL or when the crest emerges.
引用
收藏
页码:160 / 177
页数:18
相关论文
共 61 条
[1]   Wave transmission, reflection, and dissipation of scrap tire floating breakwater in random waves [J].
AlYousif A. ;
Neelamani S. ;
Valle-Levinson A. .
ISH Journal of Hydraulic Engineering, 2021, 27 (S1) :411-422
[2]   Wave action on a vertical wall with a submerged horizontal plate: Analysis of phase variation of forces and probability of exceedance [J].
AlYousif, Ahmad ;
AlKhaldi, M. S. ;
Al-Amer, Faris ;
Neelamani, S. .
INTERNATIONAL JOURNAL OF NAVAL ARCHITECTURE AND OCEAN ENGINEERING, 2022, 14
[3]   Hydrodynamic characteristics of a vertical wall with an immersed horizontal plate subjected to regular and random waves [J].
AlYousif, Ahmad ;
AlKhaldi, M. S. ;
Al-Amer, Faris ;
Neelamani, S. .
OCEAN ENGINEERING, 2021, 236
[4]   Hydrodynamic performance of tire-based floating breakwater [J].
AlYousif, Ahmad ;
Neelamani, Subramanaim ;
Valle-Levinson, Arnoldo .
MARINE GEORESOURCES & GEOTECHNOLOGY, 2021, 39 (09) :1025-1043
[5]   Numerical study on the performance of semicircular and rectangular submerged breakwaters [J].
Barzegar, Mohammad ;
Palaniappan, D. .
OCEAN SYSTEMS ENGINEERING-AN INTERNATIONAL JOURNAL, 2020, 10 (02) :201-226
[6]   Numerical modeling for wave attenuation in double trapezoidal porous structures [J].
Behera, Harekrushna ;
Khan, Mohamin B. M. .
OCEAN ENGINEERING, 2019, 184 :91-106
[7]   Modeling of solitary wave interaction with emerged porous breakwater using PLIC-VOF method [J].
Booshi, Saeed ;
Ketabdari, Mohammad Javad .
OCEAN ENGINEERING, 2021, 241
[8]   Conceptual approach for prediction of wave transmission at low-crested breakwaters [J].
Buccino, Mariano ;
Calabrese, Mario .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 2007, 133 (03) :213-224
[9]  
Cao Y., 2012, T TIANJIN U, V18, P401, DOI [10.1007/s12209-012-1880-9, DOI 10.1007/S12209-012-1880-9]
[10]   Wave reflection from vertical breakwater with porous structure [J].
Chen, Hong-Bin ;
Tsai, Ching-Piao ;
Chiu, Juinn-Ray .
OCEAN ENGINEERING, 2006, 33 (13) :1705-1717