VOF 波参考书目

[108]
Bretschneider, C.L, 1959.“Wave variability and wave spectra for wind-generated gravity waves”, U.S. Army, Corps of Engineers, Beach Erosion Board, Technical Memo.No. 118.

[109]
Choi, Junwoo and Sung, Bum Yoon.2009.“Numerical simulations using momentum source wave-maker applied to RANS equation model”, Coastal Engineering, 56 (10), pp. 1043 - 1060.

[110]
Det Norske Veritas.2007.“Environmental Conditions and Environmental Loads”, Recommended Practice DNV-RP-C205, April 2007, pp. 27.

[111]
Det Norske Veritas.2007."Environmental Conditions and Environmental Loads", Recommended Practice DNV-RP-C205, April 2007 pp. 33.

[112]
Fenton, John D. 1979."A high-order cnoidal wave theory", J. Fluid Mech.94, pp. 129–161.

[113]
Fenton, John D. 1985.“A Fifth-Order Stokes Theory for Steady Waves”, J. Waterway, Port, Coastal and Ocean Eng., 111 (2), pp. 216-234.

[114]
Fenton, John D. 1990."Nonlinear wave theories", The Sea - Ocean Engineering Science, Part A, B. Le Méhauté & D. M. Hanes (eds), Vol. 9, Wiley, New York, pp. 3–25.

[115]
Fenton, John D. 1998."The Cnoidal Theory of Water Waves", Ch. 2 of "Developments in Offshore Engineering", Ed.J. B. Herbich, Gulf, Houston

[116]
Kim, J. W., O’Sullivan, J., & Read, A., 2012."Ringing Analysis on a Vertical Cylinder by Euler Overlay Method", OMAE2012-84091.

[117]
Korteweg, D. J. and de Vries, G., 1895."On the Change of Form of Long Waves Advancing in a Rectangular Canal, and on a New Type of Long Stationary Waves", Philosophical Magazine 39 (240): 422–443.

[118]
https://johndfenton.com/Steady-waves/Instructions.pdf