References
-
서승남 (2007a). Pade 근사에 의한 포물형 파랑 근사식 - 입사각
$80^{\circ}$ 까지 적용 모형. 한국해안해양공학회지, 19(4), 375-384 - 서승남 (2007b). 완경사 파랑식들의 재평가. 한국해안해양공학회지, 19(6), 521-532
- 서승남 (2008). 산란체법에 의한 다중 계단지형에서의 파랑 변형 계산. 한국해안해양공학회논문집, 20(5), 439-451
- 정태화, 서경덕 (2006). 축대칭 함몰지형 위를 진행하는 파의 변형에 관한 완경사 방정식의 해석 해. 한국해안해양공학회지, 18(4), 308-320
- Bremmer, H. (1951). The WKB approximation as the first term of a geometric optical series. Comm. Pure Appl. Math., 4, 105-115 https://doi.org/10.1002/cpa.3160040111
- Bender, C. M. and Orszag, S. (1978). Advanced Mathematical Methods for Scientists and Engineers, MaGraw-Hill, New York
- Berkhoff, J. C. W. (1972). Computation of combined refraction-diffraction. Proc. 13th Coastal Eng. Conf., 1, 471-490
- Booij, N. (1983). A note on the accuracy of the mild-slope equation. Coastal Eng., 7, 191-203 https://doi.org/10.1016/0378-3839(83)90017-0
- Chamberlain, P. G. and Porter, D. (1995). The modified mildslope equation. J. Fluid Mech., 291, 393-407 https://doi.org/10.1017/S0022112095002758
- Copeland, G. J. M. (1985). A practical alternative to the mildslope wave equation. Coastal Engng., 9, 125-149 https://doi.org/10.1016/0378-3839(85)90002-X
- Davies, A. G. and Heathershaw, A. D. (1984). Surface-wave propagation over sinusoidally varying topography. J. Fluid Mech., 144, 419-443 https://doi.org/10.1017/S0022112084001671
- Dean, R. G. and Dalrymple, R. A. (1984). Water wave mechanics for engineers and scientists. Prentice-Hall, Englewood Cliffs, New Jersey
- Holmes, M. K. 1995. Introduction to Perturbation Methods. Springer-Verlag, New York
- Jung, T.-H and Suh, K.-D. (2007). An analytic solution to the mild slope equation for waves propagating over an axisymmetric pit. Coastal Engng, 54, 865-877 https://doi.org/10.1016/j.coastaleng.2007.05.010
- Kajiura, K. (1961). On the partial reflection of water waves passing over a bottom of variable depth. Proc. Tsunami Meetings 10th Pacific Science Congress, IUGG Monograph. 24, 206-234
- Keller, J. B. (1958). Surface waves on water on non-uniform depth. J. Fluid Mech., 4, 607-614 https://doi.org/10.1017/S0022112058000690
- Lee, C., Park, W. S., Cho, Y. S. and Suh, K. D. (1998). Hyperbolic mild-slope equations extended to account for rapidly varying topography, Coastal Engng., 34, 243-257 https://doi.org/10.1016/S0378-3839(98)00028-3
- Liu, H.-W, Lin, P. and Shankar, N. J. (2004). An analytical solution of the mild-slope equation for waves around a circular island on a paraboloidal shoal. Coastal Engng., 51, 421-437 https://doi.org/10.1016/j.coastaleng.2004.04.005
- Mei, C. C. (1989). The Applied Dynamics of Ocean Surface Waves. World Scientific, Singapore
- Meyer, R. E. (1979). Surface-wave reflection by underwater ridges. J. Phys. Ocean., 9, 150-157 https://doi.org/10.1175/1520-0485(1979)009<0150:SWRBUR>2.0.CO;2
- Porter, D. (2003). The mild-slope equations. J. Fluid Mech., 494, 51-63 https://doi.org/10.1017/S0022112003005846