1 |
Cho, Y.J. (2019). Numerical analysis of the beach stabilization effect of an asymmetric ripple mat. Journal of Korean Society of Coastal and Ocean Engineers, 31(4), 28-39.
DOI
|
2 |
Cho, Y.J. and Kim, I.H. (2019). Preliminary study on the development of platform for the selection of an optimal beach stabilization measures against the beach erosion-centering on the yearly sediment budget of the Mang-Bang beach. Journal of Korean Society of Coastal and Ocean Engineers, 31(1), 28-39.
DOI
|
3 |
Cho, Y.J., Kim, I.H. and Cho, Y.J. (2019). Numerical analysis of the grand circulation process of Mang-Bang beach-centered on the shoreline change from 2017. 4. 26 to 2018. 4. 20. Journal of Korean Society of Coastal and Ocean Engineers, 31(3), 101-114.
DOI
|
4 |
Cho, Y.J. and Kang, Y.K. (2017). The effect of skewness of nonlinear waves on the transmission rate through a porous wave breaker. Journal of Korean Society of Coastal and Ocean Engineers, 29(6), 369-381.
DOI
|
5 |
Bagnold, R.A. (1954). Experiments on a gravity-free dispersion of large solid spheres in a Newtonian fluid under shear. Proceedings of the Royal Society of London A: Mathematical. Physical and Engineering Sciences, 225(1160), 49-63.
DOI
|
6 |
Dean, R.G. and Dalrymple, R.A. (2002). Coastal Processes with Engineering Applications, Cambridge University Press, New York, NY.
|
7 |
Dodd, N., Stoker, A.M., Calvete, D. and Sriariyawat, A. (2008). On beach cusp formation. J. Fluid Mech., 597, 145-169.
DOI
|
8 |
Einstein, H.A. (1950). The bed-load function for sediment transportation in open channel flow. Tech. Bull. No. 1026, U.S. Dept. of Agriculture, Washington, DC.
|
9 |
Fredsoe, J. and Deigaard, R. (1992). Mechanics of Coastal Sediment Transport. World Scientific.
|
10 |
Hanes, D.M. and Bowen, A.J. (1985). A granular-fluid model for steady, intense bed load transport. J. Geophys. Res., 90(C5), 9149-9158.
DOI
|
11 |
Jacobsen, N.G., Fuhrman, D.R. and Fredsoe, J. (2012). A wave generation 238 toolbox for the open-source CFD library: Open-Foam(R). International 239 Journal for Numerical Methods in Fluids, 70(9), 1073-1088.
DOI
|
12 |
Jacobsen, N.G., Fredsoe, J. and Jensen, J.H. (2014). Formation and development of a breaker bar under regular waves. Part 1: Model description and hydrodynamics. Coastal Engineering, 88, 182-193.
DOI
|
13 |
Losada, I.J., Gonzalez-Ondina, J.M., Diaz, G. and Gonzalez, E.M. (2008). Numerical simulation of transient nonlinear response of semi-enclosed water bodies: model description and experimental validation. Coastal Engineering, 55(1), 21-34.
DOI
|
14 |
Longuet-Higgins, M.S. (1983). Wave set-up, percolation and undertow in the surf zone. Proceedings of the Royal Society of London A: Mathematical. Physical and Engineering Sciences, 390(1799), 283-291.
DOI
|
15 |
Luque, R.F. (1974). Erosion and transport of bed-load sediment. Delft University of Technology, P.h. D. Dissertation.
|
16 |
Meyer-Peter, E. and MUller, R. (1948). Formulas for bed-load transport. IAHR.
|
17 |
Plant, N.G., Holman, R.A., Freilich, M.H. and Birkemeier, W.A. (1999). A simple model for inter-annual sandbar behavior. Journal of Geophysical Research: Oceans, 104(C7), 15755-15776.
DOI
|
18 |
Plant, N.G., Freilich, M.H. and Holman, R.A. (2001). The role of morphologic feedback in surf zone sand bar response. Oregon State University.
|
19 |
Wilson, K.C. (1989). Friction of wave-induced sheet flow. Coastal Engineering, 12, 371-379.
DOI
|