|
1.Agnon, Y., Madsen, P.A. and Schäffer, H.A., 1999, " A new approach to high-order Boussinesq models, " J. Fluid Mech., vol.399, pp.319-333. 2.Battjes, J.A. and Janssen, J.P.F.M., 1978, " Energy loss and set-up due to breaking in random wave, " Proc. 16th Int. Conf. Coastal Eng., pp.560-587. 3.Beji, S. and Nadaoka, K., 1995, " A formal derivation and numerical modeling of the improved Boussinesq equations for verying depth, " Ocean Eng., vol.23, pp.691-704. 4.Berkhoff, J.C.W., 1972, " Computation of combined refraction-diffraction, " Proc. 13th Int. Conf. Coastal Eng., pp.471-490. 5.Booij, N., 1981, " Gravity waves on water with non-uniform depth and current, " Rep. No. 81-1, Dept. of Civil Eng. Delf Univ. of Tech., Netherlands. 6.Brøker, H.I., Deigaard, R. and Fredsoe, J., 1991, " Onshore/Offshore sediment transport and morphological modelling of coastal profiles, " Proc. Specialty Conf. Coastal Sediments ''91, Settle WA. 7.Boussinesq, J., 1872, " Theorie des ondes et remous qui se propagent le long d,un canal rectangularire horizontal, en communiquant au liquide contenu dansce canal des vitesses sensiblement pareilles de la surface au, " J. Math. Pure et Appl., 2nd Series, Vol.17, pp.55-108. 8.Dean, R.G. and Dalrymple, R.A., 1984, " Water Wave Mechanics for Engineering and Scientists, " Prentice-Hall. 9.Engquist, B. and Majda, A., 1977, " Absorbing boundary conditions for the numerical simulation of waves, " Math. Comp. Vol.31, pp.629-651. 10.Gobbi, M.F. and Kirby, J.T., 1996, " A forth order Boussinesq-type wave model, " Proc. 25th Int. Conf. on Coastal Eng., pp.1116-1129. 11.Gobbi, M.F. and Kirby, J.T., 1999, " Wave evolution over submerged sills: tests of a high-order Boussinesq model, " Proc. 25th Int. Conf. on Coastal Eng., pp.1116-1129. 12.Horikawa K., 1988, " Nearshore Dynamics and Coastal Processes, " University of Tokyo Press. 13.Isobe, M., 1994, " Time-depedent mild-slop equation for random waves, " Proc. 24th Int. Conf. On Coastal Eng., pp.285-299. 14.Kirby J.T., 1984, " A note on linear surface wave-current interaction over slowly varying topography, " J. of Geophys. Res., Vol.89, pp.745-747. 15.Lin, C. C. and Clark A., 1959, " On the theory of shallow water waves, " Tsing Hua J. of Chinese Studies, Special 1, pp.54-62. 16.Madsen, P.A., R. Murray and O.R. Sørensen, 1991, " A new form of Boussinesq equations with improved linear dispersion Characteristics, " Coastal Eng. 15, pp.371-388. 17.Madsen, P.A. and O.R. Sørensen, 1992, " A new form of Boussinesq equations with improved linear dispersion Characteristics Part2. A slowly-varying bathymetry, " Coastal Eng. 18, pp.183-204. 18.Madsen, P.A., Banijamali, B., Schäffer, H.A. and Sørensen, O.R., 1996, " Boussinesq type equations with high accuracy in dispersion and nonlinearity, " Proc. 25th Int. Conf. on Coastal Eng., pp.95-108. 19.McCowan, A.D., 1985, " Equation systems for modeling dispersive flow in shallow water, " Proc. 21st IAHR Congress, Melbourne, pp.51-57. 20.McCowan, A.D., 1987, " The range of application of Boussinesq type numerical short wave models, " Proc. 22nd IAHR Congress, Laussane, pp.378-384. 21.Mei, C.C., 1983, " The applied dynamics of ocean surface wave, " John Wiley & Sons. 22.Nwogu, O., 1993, " Alternative form of Boussinesq equations for nearshore wave propagation, " J. of Waterway, Port, Coastal and Ocean Engineering, ASCE, 119(6), pp.618-638. 23.Ohnaka, S. and Watanabe, A., 1990, " Modeling of wave-current interaction and beach change, " Proc. 22nd Int. Conf. Coastal Eng., pp.2443-2456. 24.Ohyama, T., Kiota, W., and Tada, A., 1994, " Applicability of numerical models to nonlinear dispersive waves, " Coastal Eng. 24, pp.213-297. 25.Orszag, S. A., 1980, " Approximation of radiation boundary conditions, " J. of Computational Physics, pp.115-135. 26.Peregrine, D.H., 1967, " Long wave on a beach, " J. Fluid Mech., vol.27, pp.815-827. 27.Radder, A.C., 1979, " On the parabolic equation method for water wave propagation, " J. Fluid Mech., Vol.95, No.1, pp.159-176. 28.Schäffer, H.A. and Madsen, P.A., 1995, " Further enhancements of Boussinesq-type equations, " Coastal Eng. 26, pp.1-14. 29.Southgate, H.N. and Nairm, R.B., 1993, " Deterministic profile modelling of nearshore processes Part 1 Wave and Current, " Coastal Eng. 19, pp.27-56. 30.Watanabe, A. and Dibajnia, M., 1987, " 波浪場と海濱斷面地形變化の數值計算モデル, " 第34回海岸工學演講會論文集, pp.291-295. 31.Wei, G., J.T. Kirby, S.T. Grilli and R. Subramanya, 1995, " Time-dependent numerical code for extended Boussinesq equations, " J. Fluid Mech., Vol294, pp.71-92. 32.Wei, G., J.T. Kirby, S.T. Grilli and R. Subramanya, 1995, " A fully nonlinear Boussinesq model for surface waves, Part 1. Highly nonlinear unsteady waves, " J. Fluid Mech., Vol294, pp.71-92. 33.Wei, G., J.T. Kirby, Gobbi, M.F., 2000, " A fully nonlinear Boussinesq model for surface waves, Part 2. Extended to , " J. Fluid Mech., Vol294, pp.71-92. 34.Witting, J.M., 1984, " A unified model for the evolution of nonlinear water waves, " J. of Computational Physics. 56, pp.203-236. 35.Zheng Peixi, 1999, " A high-order numerical model for waves and currents based on Boussinesq equations, " Ph. D. dissertation of the University of Tokyo, Japan.
|