Blumberg, A.F. (1977), Numerical Tidal Model of Chesapeake Bay, J. Hydraulic Division, Vol.103, pp.1-10.
Blumberg, A.F. and G.E. Mellor (1983), A Description of A Three-Dimensional Coastal Ocean Circulation Model, American Geophysical Union (ed. Heaps, N.S.), Washington, D.C., pp.1-16.
Booij, N., L.H. Holthuijsen, and P.H.M. de Lange (1992), The Penetration of Short Crested Waves through a Gap, Proc. 23rd Int. Conf. Coastal Eng, Venice, New York, pp.1044-1052.
Goda, Y., H. Takeda, and Y. Moriya (1967), Laboratory Investigation of Wave Transmission over Breakwaters, Rep. port and Harbour Res. Inst., No.13.
Holthuijsen, L.H., Booij, N., and T.H.C. Herbers (1989), A prediction model for stationary, short-crested waves in shallow water with ambient currents, Coastal Engineering, No.13, pp.23-54.
Jiang, J., and D.B. Fissel(2008), Data on Large Waves and Winds for Victoria International Marina, Technical Report for Victoria International Marina Authority by ASL Environmental Sciences Inc., Canada, 38p.
KORDI (2005), Branches of the Deep Sea InstallationEstimate Report II.
KMA (2006), Annual Climatology Report (1976-2005).
Kang, S.W. (2009), Change of Shallow water Design Wave by Interaction of Wave and Ocean Currents, J. Korean Ocean and Coastal Engineering, Vol.21, No.4, pp.307-315.
Nam, K.D. (2010), Experimental Analysis for Development of the Cylindrical Slit Type Breakwater, M.S. Paper, Korea Maritime University.
PNU RCOID (2010), Hydraulic Model Experiment on the Stability Analysis for SeokMoon Slit Type Block.
Seelig, W.N. (1979), Effects of Breakwaters on Waves: Laboratory Tests of Wave Transmission by Overtopping, Proc. Conf. Coastal Structures, Vol.79, No. 2, pp.941-961.
Yoon, S.B. and Liu, P.L.F. (1989), Interaction of Currents and Weakly Nonlinear Waver Waves in Shallow Water, J. Fluid Mech., Vol.205, pp.397-419.