1 |
Kennedy, A.B., Chen, Q., Kirby, J.T. and Dalrymple, R.A. (2000). Boussinesq modeling of wave transformation, breaking, and runup. I: 1D. Journal of Waterway, Port, Coastal, and Ocean Engineering, 126(1), 39-47.
DOI
ScienceOn
|
2 |
Wei, G. and Kirby, J.T. (1995). Time dependent numerical code for extended Boussinesq equations. Journal of Waterway, Port, Coastal, and Ocean Engineering, 121(5), 251-261.
DOI
ScienceOn
|
3 |
Woo, S.-B. and Liu, P.-H. (2004). Finite element model for modified Boussinesq equations. I: Model development. Journal of Waterway, Port, Coastal, and Ocean Engineering, 130(1), 1-16.
DOI
ScienceOn
|
4 |
Vincent, C.L. and Briggs, M.J. (1989). Refraction-diffraction of irregular waves over a mound. Journal of Waterway, Port, Coastal,and Ocean Engineering, 115(2), 269-284.
DOI
ScienceOn
|
5 |
Kirby, J.T., Wei, G., Chen, Q., Kennedy, A.B. and Dalrymple, R.A. (1998). Fully nonlinear Boussinesq wave model, Documentation and User's Manual. Technical Report CACR-98-06, University of Delaware.
|
6 |
Yoon, S.B., Cho, Y.S. and Lee, C. (2004). Effects of breakinginduced currents on refraction-diffraction of irregular waves over submerged shoal. Ocean Engineering, 31, 633-652.
DOI
ScienceOn
|
7 |
Chen, Q., Kirby, J.T., Dalrymple, R.A., Kennedy, A.B. and Chawla, A. (2000). Boussinesq modeling of wave transformation, breaking, and runup. II:2D. Journal of Waterway, Port, Coastal, and Ocean Engineering, 126(1), 48-56.
DOI
ScienceOn
|
8 |
Nwogu, O. (1993). Alternative form of Boussinesq equations for nearshore wave propagation. Journal of Waterway, Port, Coastal, and Ocean Engineering, 119(6), 618-638.
DOI
ScienceOn
|
9 |
Walkley, M. and Berzins, M. (2002). A finite element method for the two-dimensional extended Boussinesq equations. International Journal for Numerical Methods in Fluids, 39, 865-885
DOI
ScienceOn
|
10 |
Toro, E.F. (1999). Riemann solvers and numerical methods for fluid dynamics – A practical introduction. Springer, Berlin.
|
11 |
Johnson, C. (1987). Numerical solution of partial differential equations by the finite element method. Cambridge University Press.
|
12 |
Codina, R. (2001). A stabilized finite element method for generalized stationary incompressible flows. Computer methods in applied mechanics and engineering, 190, 2681-2706.
DOI
ScienceOn
|
13 |
Kirby, J.T., Long, W. and Shi, F. (2003). Fully nonlinear Boussinesq wave model on curvilinear coordinates, Documentation and User's Manual. Technical Report CACR-02-xx, University of Delaware.
|
14 |
Zhong, Z and Wang, K.H. (2007). Time-accurate stabilized finiteelement model for weakly nonlinear and weakly dispersive water waves. International Journal for Numerical methods in fluids, accepted.
|
15 |
Losada, I.J., Gonzalez-Ondina, J.M., Diaz, G. and Gonzalez, E.M. (2008). Numerical modeling of nonlinear resonance of semienclosed water bodies: Description and experimental validation. Coastal Engineering, 55, 21-34.
DOI
ScienceOn
|
16 |
Goodbody, A.M. (1982). Cartesian tensors : With applications to mechanics, fluid mechanics and elasticity. JOHN WILEY &SONS, New York, N.Y.
|