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NTIS 바로가기韓國海洋工學會誌 = Journal of ocean engineering and technology, v.19 no.3 = no.64, 2005년, pp.18 - 24
박종천 (부산대학교 조선해양공학과) , 박동인 (부산대학교 조선해양공학과) , 이상범 (부산대학교 조선해양공학과) , 홍기용 (한국해양연구원) , 서성부 (중소조선연구원)
Wave overtopping is one of the most important processes for the design of seawalls. The term "wave overtopping" is used here to refer to the processes where waves hit a sloping structure run up the slope and, if the crest level of the slope is lower than the highest run up level, overtop the structu...
박종천 (2003), '해양환경공학의 다목적 시뮬레이션을 위한 수치파랑수조 기술', 한국해양공학회지, 제17권, 제4호, pp 174-180
Chadwick, A. and Morfett, J. (1998), Hydraulics in Civil and Environmental Engineering, London and New York, E and FN SPON
Dean, R.G. and Dalrymple, R.A. (1991), Water Wave Mechanics for Engineers and Scientists, World Scientific Publ
Dodd, N. (1998). 'Numerical Model of Wave Run-up, Overtopping, and Regeneration', Journal of Wateway, Port, Coastal and Ocean Engineering, Vol 124, No 2, pp 73-81
Hirt, C.W. and Nichols, B.D. (1981), 'Volume of Fluid (YOF) Method for Dynamics of Free Boundaries', Journal of Comp. Phys., Vol 39, pp 201-225
Hu, K.C., Mingham, G. and Causon, D.M. (2000), 'Numerical Simulation of Wave Overtopping of Coastal Structure Using the Non-linear Shallow Water Equation', Coastal Engineering, Vol 41, pp 433-465
Johnson, B.D., Kobayashi, N. and C.ot, D.T (1996), 'Formulation and Validation of Vertically 2-D Shallow-water Model', Proe. 25th Intentional Conference in Coastal Engineering, ASCE, pp 551-564
Karambas, T.V. and Koutitas, C. (1992), 'A Breaking Wave Propagation Model Based on The Boussinesq Equations', Coastal Engineering, Vol 18, pp 1-19
Kim, M.H., Niedzwecki, J.M., Roesset, J.M., Park, J.C. Tavassoli, A. and Hong, S.Y. (2000), 'Fully Nonlinear Multi-Directional Wave Simulations By 3D Numerical Wave Tanks', J. of OMAE, ASME Transaction, Vol 123, pp 124-133
Kothe, D.B., Mjolsness, R.C. and Torrey, M.D. (1991), RIPPLE, A Computer Program For Incompressible Flows With Free Surfaces, Los Alamos, NM, USA, Los Alamos Scientific Report, Report LA-12007-MS
Leonard, A. (1974), 'Energy Cascade in Large-Eddy Simulation of Turbulent Fluid Flow', Adv. Geophys., Vol 18 A, pp 237-248
Lin, P. (1998), Numerical Modelling of Breaking Waves, Cornell University
Lin, P.L.-F. and Lui, P. (1997), A Numerical Model of Breaking Waves, The Volume of Fluid Method, Newark, Delware, Centre for Applied Coastal Research, Ocean Engineering Laboratory, University of Delaware
Lin, P.L.-F. and Lui, P. (1999), 'Numerical Modelling of Wave Interaction With Porous Structures', Waterway, Port, Coastal and Ocean Engineering, Vol 125, No 6, pp 322-330
Lin, P. and Lui, P.L.-F. (1998), 'A Numerical Study of Breaking Waves in The Surf Zone', Journal of Fluid Mechnics, Vol 359, pp 239-264
Lin, P. and Lui, P.L.-F. (1999), 'Internal Wave-Maker for Navier-Stokes Equations Models', Waterway, Port, Coastal and Ocean Engineering, Vol 125, No 4, pp 207-215
Miyata, H. and Park, J.C. (1995), Ch.5 Wave Breaking Simulation, Potential Flow of Fluids, ed. M. Rahman, Computational Mechanics Publications, UK., pp 149-176
Nichols, B.D., Hirt, C.W. and Hotchkiss, R.S. (1980), SOLA- VOF: A Solution Algorithm for Transient Fluid Flow with Multiple Free Boundaries, Los Alamos, CA, USA, Los Alamos Scientific Report, Report LA-8355
Orszang, S.A. and Patterson, G.S. (1972), 'Numerical Simulation of Three-Dimensional Homogeneous Isotropic Turbulence.' Phys. Rev. Lett., Vol 28, pp 76-69
Park, J.C., Kim, M.H. and Miyata, H. (1999), 'Fully Nonlinear Free-Surface Simulations By A 3D Viscous Numerical Wave Tank', Int. J. for Numerical Methods in Fluids, Vol 29, pp 685-703
Peregrine, D.H. (1967), 'Long Waves on a Beach', J. Fluid Mech. Vol 27, No 4, pp 815-827
Rogallo, R.S. (1981), Numerical Experiments in Homogeneous Turbulence, NASA, Technical Rep. TM81315
Saville, T. (1995), Laboratory Data on Wave Run-up and Overtopping on Shore Structures, Dayton, Ohio, U.S. Army, Beach Erosion Board, Document Service Centre, No 64
Schaffer, H.A., Madsen, P.A. and Deigaard, R. (1993), 'A Boussinesq Model for Waves Breaking in Shallow Water', Coastal Engineering, Vol 20, pp 185-202
Smagorinsky, J. (1963), General Circulation Experiments with the Primitive Equations. I. The Basic Experiment, Monthly Weather Review 91, pp 99-164
Soliman, A. Raslan, M.S., and Reeve, D.E. (2003), 'Numerical Simulation of Wave Overtopping Using Two Dimensional Breaking Wave Model', Coastal Engineering VI, Cadiz, Spain, pp 439-447
Sussman, M. Smereka, P. and Osher, S. (1994), 'A Level Set Approach for Computing Solutions to Incompressible Two-Phase Flow', J. of Comp. Physics, Vol 114 , pp 272-280
Zeit, J.A. (1991). 'The Run-up of Non Breaking and Breaking Solitary Waves', Coastal Engineering Vol 15, pp 205-246
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