SOLLITT C K, CROSS R H. Wave transmission through permeable breakwaters[A]. Proceedings of the 13th Coastal Engineering Conference, ASCE[C]. Vancouver, B C, Canada, 1972. 1 827~ 1 846.
[4]
DALRYMPLE R A, LOSADA M A, MARTIN P A. Reflection and transmissionfrom porous structures under oblique waveattack[J].Jour Fluid Mech, 1991, 224: 625~644.
[5]
DARWICHE M K M, WILLIAM A N, WANG K H. Wave interaction with semi-porous cylindrical breakwater[J] .Jour of Waterway, Port, Coastal and Ocean Engineering, ASCE, 1994, 120 (4): 382~ 403.
[6]
WILLIAMS A N, LI W, WANG K H. Water wave interaction with a floating porous cylinder[J]. Ocean Engineering,2000, 27: 1~28.
[7]
CHWANG A T, CHAN A T. Interaction between porous media and wave motion[J ]. Annu Rev Mech, 1998, 30: 53~ 84.
[8]
YANG G. Numerical model of wave effects on permeable vertical barriers above the seabed [ D ]. Vancouver, Canada:Dept of Civil Engrg, University of British Columbia, 1996.
[9]
TWU S W, LIN D T. Wave reflection by a number of thin porous plates fixed in a semi-infinitely long flume[ A]. Proceedings of the 22nd Coastal Engineering Conference, ASCE[C]. Delft, The Netherlands, 1990. 1 046~1 059.
[10]
MADSEN O S. Wave transmission through porous structures[J ]. Jour Wtrwy Harb and Coast Engrg Div,ASCE, 1974,102(1): 169~188.
[11]
ZHU S, CHWANG A T. Performance of a caisson-type porous wave absorber [ A ]. Proc of Int Hydrodynamics [ C ]. Seoul,1998, 2: 913~918.
[12]
CHWANG A T. A porous-wavemaker theory[J].Jour of Fluid Mech, 1983, 132: 395~406.
[13]
DALRYMPLE R A, MARTIN P A. Wave diffraction through offshore breakwaters[J ]. Jour Wtrwy Harb and Coast Engrg, ASCE, 1990, 116: 727~741.