[ 1 ] PeregrineDH Longwavesonabeach[J]JFluidMech, 1967, 27 (4) :815～827

[ 2 ] Abbott M B, Petersen H M, Skovgoard O. On the numerical modelling of short waves in shallow water [J]. J Hydraulic Research, 1978, 16 (3) : 173～203

[ 3 ] StiassnieM , DaganG .Partialreflectionofwaterwavesbynon uniformadvertcurrents[J].JFluidMech, 1979, 92 (1) :119～129

[ 4 ] Lasen J, Dancy H. Open boundaries in short wave simulations: a new approach [J]. Coastal Engineering, 1983, 7 (3) : 285～297

[ 5 ] Abbott M B, McCowan A D, Warren I R. Accuracy of short-wave numerical models [J]. J Hydraulic Engineering, 1984, 110 (10) : 1287～1301

[ 6 ] Yoon S B, Liu P L F. Interaction of currents and weakly nonlinear water waves in shallow water [J]. J Fluid Mech, 1989, 205: 397～419

[ 7 ] MadsenPA , S rensenOR , Sch fferHA .AnewformofBoussinesqequationswithimprovedlinearcharacteristics[J].CoastalEngineering, 1991, 15:371～388

[ 8 ] MadsenPA , S rensenOR , Sch fferHA .AnewformofBoussinesqequationswithimprovedlinearcharacteristics:Part2aslowly varyingbathymetry[J].CoastalEngineering, 1992, 18:183～204

[ 9 ] Sch fferHA , MadsenPA , FurtherenhancementsofBoussinesq-typeequations[J].CoastalEngineering, 1995, 26:1～14

[10] Nwogu O. Alternative form of Boussinesq equations for nearshore wave propagation [J]. J Wtrwy Port Coastal, and Ocean Engineering, ASCE, 1993, 119 (6) : 618～638

[11] Beji S, Battjes J A. Numerical simulation of nonlinear waves over a bar [J], Coastal Engineering, 1994, 23: 1～16

[12] WeiG , KirbyJT .Time dependentnumericalcodeforextendedBoussinesqequations[J].JWtrwyPort, Coastal, andOceanEngineering, ASCE , 1995, 121 (5) :251～261

[13] MadsenPA , S rensenOR , Sch fferHA .SurfzonedynamicssimulatedbyaBoussinesqtypemodel:Part1modeldescriptionandcross shoremotionofregularwaves[J].CoastalEngineering, 1997, a32:255～287

[14] MadsenPA , S rensenOR , Sch fferHA .SurfzonedynamicssimulatedbyaBoussinesqtypemodel:Part2surfbeatandswashoscillationsforwavegroupsandirregularwaves[J].CoastalEngineering, 1997, b32:289～319

[15] KaihatuJM , KirbyJT .Two dimensionalparabolicmodellingofextendedBoussinesqequations[J].JWtrwyPort, Coastal, andOceanEngineering, ASCE , 1998, 124 (2) :57～67

[16] Wei G, Kirby J T, Sinha A. A fully nonlinear Boussinesq model for surface waves: Part 1 highly nonlinear unsteady waves [J]. J Fluid Mech, 1995, 294: 71～92

[17] ChenQ , MadsenPA , Sch fferHA , etal.Wave currentinteractionbasedonanenhancedBoussinesqapproach[J].CoastalEngineering, 1998, 33:11～39

[18] GobbiMF , KirbyJT .Waveevolutionoversubmergedsills:testsofahigh orderBoussinesqmodel[J].CoastalEngineering, 1999, 37:57～96

[19] Beji S, Nadaoka K. A formal derivation and numerical modelling of the improved Boussinesq equations for varying depth [J]. Ocean Engineering, 1996, 23 (8) : 691～704

[20] Beji S, Battjes J A. Experimental investigations of wave propagation over a bar [J]. Coastal Engineering, 1993, 19 (1～2) : 151～162

[21] Ohyama T, Kiota W, Tada A. Applicability of numerical models to nonlinear dispersive waves [J]. Coastal Engineering, 1994, 24: 297～313