[1]KENNEDY A, CHEN Q, KIRBY J T, et al. Boussinesq modeling of wave transformation, breaking, and runup. I: 1D[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2000, 126(1): 3947.
[2]SCHFFER H A, MADSEN P A, DEIGAARD R. A Boussinesq model for waves breaking in shallow water[J]. Coastal Engineering, 1993, 20(34): 185202.
[3]BRADFORD S F. Nonhydrostatic model for surf zone Simulation[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2011, 137(4): 163174.
[4]ZIJLEMA M, STELLING G S, SMIT P. SWASH: An operational public domain code for simulating wave fields and rapidly varied flows in coastal waters[J]. Coastal Engineering, 2011, 58(10): 9921012.
[5]MA G, SHI F, KIRBY J T. Shockcapturing nonhydrostatic model for fully dispersive surface wave processes[J]. Ocean Modelling, 2012, 4344(0): 2235.
[6]AI C, JIN S. A multilayer nonhydrostatic model for wave breaking and runup[J]. Coastal Engineering, 2012, 62: 18.
[7]SMIT P, ZIJLEMA M, STELLING G. Depthinduced wave breaking in a nonhydrostatic, nearshore wave model[J]. Coastal Engineering, 2013, 76(0): 116.
[8]邹国良, 张庆河. 非静压波浪模型的无反射造波[J]. 海洋工程, 2012, 30(4): 5561.
ZOU Guoliang, ZHANG Qinghe. Wave generation without rereflection for nonhydrostatic wave model[J]. The Ocean Engineering, 2012, 30(4): 5561.
[9]STELLING G S, DUINMEIJER S P A. A staggered conservative scheme for every Froude number in rapidly varied shallow water flows[J]. International Journal for Numerical Methods in Fluids, 2003, 43: 123.
[10]STIVE M J F. Velocity and pressure field of spilling breakers[C]// Proceeding of 17th Interational Conference on Coastal Engineering. Sydney: ASCE, 1980: 547566.
[11]LIN P, LIU P LF. A numerical study of breaking waves in the surf zone[J]. Journal of Fluid Mechanics, 1998, 359: 239264.
[12]MADSEN P A, SVENDSEN I A. Turbulent bores and hydraulic jumps[J]. Journal of Fluid Mechanics, 1983, 129: 125.
[13]TONELLI M, PETTI M. Hybrid finite volumefinite difference scheme for 2DH improved Boussinesq equations[J]. Coastal Engineering, 2009, 56(56): 609620.
[14]TONELLI M, PETTI M. Finite volume scheme for the solution of 2D extended Boussinesq equations in the surf zone[J]. Ocean Engineering, 2010, 37(7): 567582.
[15]TISSIER M, BONNETON P, MARCHE F, et al. A new approach to handle wave breaking in fully nonlinear Boussinesq models[J]. Coastal Engineering, 2012, 67(0): 5466.
[16]LYNETT P J. A multilayer approach modeling generation, propagation, and interaction of water waves[D]. New York: Cornell University, 2002.
[17]LYNETT P. Nearshore wave modeling with highorder Boussinesqtype equations[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2006, 132(5): 348357.
[18]NAGAYMA S. Study on the change of wave height and energy in the surf zone[D]. Yokohama: Yokohama National University, 1983.
[19]WATANABE A, MARUYAMA K. A numerical model of wave deformation in surf zone[C]// Proceeding of 21st Interational Conference on Coastal Engineering. Torremolinos, Spain: ASCE, 1988: 578587.
[20]LUTH H R, KLOPMAN G, KITOU N. Project 13G: Kinematics of waves breaking partially on a offshore bar; LDV measurements for wave with and without net onshore current[R]. Delft: Faculty of Civil Engineering, Delft University of Technology, 1994.
[21]BOSBOOM J. Boussinesq modeling of wave induces particle velocities[D]. Delft: Delft University of Technology, 1995.
[22]BOERS M. Simulation of a surf zone with a barred beach; part 1: wave heights and wave breaking[R]. Delft: Faculty of Civil Engineering, Delft University of Technology, 1996. |