MARKS W,JARLAN G E.Experimental study on a fixed perforated breakwater[J].Proceeding of 11th Coastal Engineering Conference,London,England,1968,2:1 121-1 140.
[2]
TANIMOTO K,YOSHIMOTO Y.Theoretical and experimental study of reflection coefficient for wave dissipating caisson with a permeable front wall[J].Report of the Port and Harbor Research Institute,Japan,1982,21(3):846-850.
[3]
TABET-AOUL E H,AMBERT E.Tentative new formula for maximum horizontal wave forces acting on perforated caisson[J].J Waterway,Port,Coastal and Ocean Engineering,2003,129(1):34-40.
[4]
URASHIMA S,ISHIZUKA K,KONDO H.Energy dissipation and wave force at slotted wall[A].Proceeding of 20th Coastal Engineering Conference:III[C].Hawaii:ASCE,1986.2 344-2 352.
[5]
LI Yu-cheng,LIU Hong-jie,TENG Bin,et al.Reflection of oblique incident waves breakwaters with partially-perforated wall[J].China Ocean Engineering,2002,16(3):329-342.
[6]
SUH K D,CHOI J C,KIM B H,et al.Reflection of irregular waves from perforated wall caisson breakwaters[J].Coastal Engineering,2001,44:141-151.
JARLAN G E.A perforated vertical wall breakwater[J].Dock Harbor Auth,1961,XII (486):394-398.
[12]
TAKAHASHI S.Design of Vertical Breakwaters[M].Port and Harbor Research Institute,Reference Document N34.Port and Harbor Research Institute,Ministry of Transport,Japan,1996.
FUGAZZA M,NATALE L.Hydraulic design of perforated breakwaters[J].Journal of Waterway,Port,Coastal,and Ocean Engineering,ASCE,1992,118(1):1-14.
[15]
SUH K D,PARK W S.Wave reflection from perforated-wall caisson breakwaters[J].Coastal Engineering,1995,26:177-193.
[16]
CHEN Xue-feng,LI Yu-cheng,SUN Da-peng.Numerical simulation for the interaction of irregular wave with perforated caissons[A].The 14th ISOPE[C].Toulon,France,2004.643-647.
NICHOLS B D,HIRT C W,HOTCHKISS R S.SOLA-VOF:a solution algorithm for transient fluid flow with multiple free boundaries.Los Alamos Scientific Laboratory Report LA-8355[R].LOS Alamos,New Mexico,1980.
