Porosity effects on non-breaking surface waves over permeable submerged breakwaters

This study investigated how the porosity of submerged breakwaters affects non-breaking wave transformations. Eight model geometries each with six different porosities, from 0.421 to 0.912, were also considered. Experimental results reveal that the model width has little effect on wave reflection and transmission when the model heights are fixed. The transmission coefficient is maximum at a kh in the range from 1.3 to 2.0 and minimum at a kh around 0.7. The wave reflection maximum is at kh of near 0.5. The energy loss of the primary waves is maximum near kh=0.81 and minimum when the porosity of the model is large. Porosity does affect wave transformation and its influence becomes significant as the heights of the models increase. For the range of porosities tested, wave energy loss from the primary harmonic was found to be almost constant at around 0.4 when kh >1.3, decreasing slowly when kh <1.3; wave energy loss decreases for porosities above 0.75.

[1]  Inigo J. Losada,et al.  Harmonic generation past a submerged porous step , 1997 .

[2]  Dick K. P. Yue,et al.  On generalized Bragg scattering of surface waves by bottom ripples , 1998, Journal of Fluid Mechanics.

[3]  Ralph H. Cross,et al.  WAVE TRANSMISSION THROUGH PERMEABLE BREAKWATERS , 1972 .

[4]  Mamoun Naciri,et al.  Bragg scattering of water waves by a doubly periodic seabed , 1988, Journal of Fluid Mechanics.

[5]  Alan G. Davies,et al.  Surface-wave propagation over sinusoidally varying topography , 1984, Journal of Fluid Mechanics.

[6]  H. Mase,et al.  Wave equation over permeable rippled bed and analysis of Bragg scattering of surface gravity waves , 1995 .

[7]  Sheng Wen Twu,et al.  On a highly effective wave absorber , 1991 .

[8]  Hsiang Wang,et al.  Gravity waves over porous bottoms , 1991 .

[9]  Inigo J. Losada,et al.  3-D non-breaking regular wave interaction with submerged breakwaters , 1996 .

[10]  Inigo J. Losada,et al.  Experimental study of wave-induced flow in a porous structure , 1995 .

[11]  Y. Goda,et al.  ESTIMATION OF INCIDENT AND REFLECTED WAVES IN RANDOM WAVE EXPERIMENTS , 1976 .

[12]  N. Jothi Shankar,et al.  PERFORMANCE CHARACTERISTICS OF SUBMERGED BREAKWATERS , 1978 .

[13]  Inigo J. Losada,et al.  An analytical method to evaluate the efficiency of porous screens as wave dampers , 1993 .

[14]  Shutang Zhu Water waves within a porous medium on an undulating bed , 2001 .

[15]  J. N. Newman Propagation of water waves past long two-dimensional obstacles , 1965, Journal of Fluid Mechanics.

[16]  Ming‐Chung Lin,et al.  Bragg scattering of surface waves over permeable rippled beds with current , 2000 .

[17]  Inigo J. Losada,et al.  Interaction of non-breaking directional random waves with submerged breakwaters , 1996 .