1 |
Abbott, M.B., McCowan, A.D. and Warren, I.R. (1984). 'Accuracy of Short Wave Numerical Model', J. Hydr. Engrg., Vol 110, No 2, pp 1287-1301
DOI
ScienceOn
|
2 |
Elgar, S. and Guza, R.T. (1985). 'Shoaling Gravity Waves : Comparisons between Field Observations, Linear Theory and a Nonlinear Model', J. Fluid Mech., Vol 158, pp 47-70
DOI
ScienceOn
|
3 |
Nagayama, S. (1983). Study on the Change of Wave Height and Energy in the Surf Zone, Bachelor Thesis, Yokohama National University, Japan
|
4 |
Nwogu, O. (1993). 'An Alternative Form of the Boussinesq Equations for Nearshore Wave Propagation', J. Waterway, Port, Coastal and Ocean Engrg., Vol 119, No 6, pp 618 -638
DOI
ScienceOn
|
5 |
Watanabe, A., Dibajnia, H. (1988). 'A Numerical Model of Wave Deformation in Surf Zone', Proceedings of the 21st International Conference on Coastal Engineering, ASCE, pp 578-587
|
6 |
Madsen, P.A, sqrrensen, O.R. and Shaffer, H.A. (1997). 'Surf Zone Dynamics Simulated by a Boussinesq-type Model. Part I. Model Description and Cross-shore Motion of Regular Waves', Coastal Engrg., Vol 32, pp 255-287
DOI
ScienceOn
|
7 |
Tsai, C.P., Chen, H.B., Hsu, H.T. (1995).'Estimation of Wave Height Deformation in Surf Zone', Journal of Harbor Technology, Vol 10, pp 93-111
|
8 |
Peregrine, D.H. (1967). 'Long Wave on a Beach', J. Fluid Mech., Vol 27, pp 815-827
DOI
|
9 |
Shuto, N. (1974). 'Nonlinear Long Waves in a Channel of Variable Section', Coastal Engineering in Japan, JSCE. Vol 17, pp 1-12
|
10 |
Zelt, J.A. (1991). 'The Run-up of Nonbreaking and Breaking Solitary Waves', Coast. Engrg., Vol 15, pp 1192-1204
|
11 |
Heitner, K.L. and Housner, G.W. (1970). 'Numerical Model for Tsunami; Run-up', J. Waterways, Ports, Coastal and Ocean Engrg., Vol 96, pp 701-719
|
12 |
Kennedy, A.B., Chan. Q., Kirby, J.T. and Dalrymple, R.A. (2000). 'Boussineq Modelling of Wave Transformation, Breaking and Runup. I: One Dimension', J. Waterway, Port, Coastal and Ocean Engrg., Vol 126, pp 48-56
DOI
ScienceOn
|
13 |
Wei, G. and Kirby, J.T. (1995). 'Time-Dependent Numerical Code for Extended Boussinesq Equations', J. Waterway, Port, Coastal and Ocean Engrg., Vol 121, No 5, pp 251-261
DOI
ScienceOn
|
14 |
Madsen, P.A., Murray, R. and sqrrensen, O.R. (1991). 'A New Form of Boussinesq Equations with Improved linear Dispersion Characteristics', Coast. Engrg., Vol 15, No 4, pp 371-388
DOI
ScienceOn
|
15 |
Freilich, M.H. and Guza, R.T. (1984). 'Nonlinear Effects on Shoaling Surface Gravity Waves', Proc. Roy. Soc. London, A311, pp 1-41
|
16 |
Schaffer, H.A., Madsen, P.A. and Deigaard, R.A. (1993). 'A Boussinesq Model for Waves Breaking in Shallow Water', Coast, Engrg., Vol 20, pp 185-202
DOI
ScienceOn
|
17 |
Wei, G., Kirby, J.T., Grilli, S.T. and Subramanya, R. (1995). 'A Fully Nonlinear Boussinesq Model for Surface Waves. Part I : Highly Nonlinear Unsteady Waves', J. Fluid Mech., Vol 294, pp 71-92
DOI
ScienceOn
|