Wave Numerical Model for Shallow Water
摘要
［1］Battjes, J. A. and Stive, M. J. F., 1985. Calibration and Verification of a Dissipation Model for Random Breaking Waves, J. Geophys. Res., 90 (C5), 9159～9167. ［2］BENNOT, T. MARCOS, F. and BECQ, F., 1996. Coastal Engineering, 1,465～ 478. ［3］Booij, N., Holthuijsen, L. H. and Ris, R. C., 1996. The 'SWAN' Wave Model For Shallow Water, Coastal Engineering, 1,668 ～ 672. ［4］Cavaleri, L. and P. Malanotte-Rizzoli, 1981. Wind Wave Prediction in Shallow Water: Theory and Applications, J.Geophys. Res., 86 (11), 10961～ 10973. ［5］Collins, J. I., 1972. Prediction of Shallow Water Spectra, J. Geophys. Res., 77 (15), 2693～ 2707. ［6］Hasselmann, S., Hasselmann, K., Allender, J. H. and Barnett, T. P., 1985. Computations and Parameterizations of the Linear Energy Transfer in a Gravity Wave Spectrum, J. Phys. Oceanogr., 15, 1378～ 1391. ［7］Komen, G. J., Hasselmann, S. and Hasselmann, K., 1984. On The Existence of a Fully Developed Wind Sea Spectrum,J. Phys. Oceanogr., 14, 1271～ 1285. ［8］Madsen, O. S., Poon, Y. K. and Graber, H. C., 1988. Spectral Wave Attenuation by Bottom Friction: Theory, Proc.21th Int. conf., Coastal Engineering, ASCE, 492～ 504. ［9］Nelson, R. C., 1987. Design Wave Heights on Very Mild Slopes: An Experimental Study, Civil. Eng. Trans., Inst.Eng., Aust., 29, 157～ 161. ［10］Ocean University of Qingdao, 1995. Research report of ocean wave numerical forecast, The Key Science and Technological Project during the 7th 5-year Plan Period in China, 75-76-01-01. (in Chinese) ［11］Ris, R. C., Holthuijsen, L. H. and Booij, N., 1994. A Spectral Model for Waves in the Near shore Zone, Coastal Engineering, 1, 68～ 78. ［12］WAMDI Group, 1988. The WAM Model － A third generation ocean wave prediction model J. Phys. Oceanogr., 18(12). 1775～810.