Development of a Model for Coastal Waves and Floating Structures
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[1] Masahiko Isobe,et al. Equation For Numerical Modeling Of Wave Transformation In Shallow Water , 1999 .
[2] Robert G. Dean,et al. Wave height variation across beaches of arbitrary profile , 1985 .
[3] Zeki Demirbilek,et al. Journal of Waterway, Port, Coastal, and Ocean Engineering , 1983 .
[4] James T. Kirby,et al. A note on linear surface wave‐current interaction over slowly varying topography , 1984 .
[5] J. A. Battjes,et al. ENERGY LOSS AND SET-UP DUE TO BREAKING OF RANDOM WAVES , 1978 .
[6] James M. Kaihatu,et al. Nonlinear transformation of waves in finite water depth , 1995 .
[7] Stanisław Ryszard Massel,et al. EXTENDED REFRACTION-DIFFRACTION EQUATION FOR SURFACE WAVES , 1993 .
[8] Yvon Ouellet,et al. A new kind of nonlinear mild-slope equation for combined refraction-diffraction of multifrequency waves , 1997 .
[9] Stan Massel. Inclusion of Wave-Breaking Mechanism in a Modified Mild-Slope Model , 1992 .
[10] Zeki Demirbilek,et al. EXTERIOR BATHYMETRIC EFFECTS IN ELLIPTIC HARBOR WAVE MODELS , 2000 .
[11] Zeki Demirbilek,et al. CGWAVE: a coastal surface water wave model of the mild slope equation , 1998 .
[12] P. G. Chamberlain,et al. The modified mild-slope equation , 1995, Journal of Fluid Mechanics.