波浪数学模型与物理模型的确定性联合模拟
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参考文献

[1]Oumeraci H.Strengths and limitations of physical Modelling in coastal Engineeringsynergy effect with numerical modelling and field measurement[C].Proceedings of HYDRALAB-workshop in Hannover.Germany:Forschungszentum Küste,1999.

[2]Boussinesq J.V.Theory of wave and swells propagated in long horizontal rectangular canal and imparting to the liquid contained in this canal[J].Journal de Mathematiques pures et appliquees,1872,17(2):55-108.

[3]Madsen P.A.,Schäffer H.A.A review of Boussinesq-type equations for surface gravity w aves.In:Philip L-F Lin(Ed.),Advances in Coastal and Ocean Engineering,Vol.5[M].Singapore:World Scientific,1999.

[4]Madsen P.A.,Schäffer H.A.Higher-order Boussinesq-type equations for surface gravity waves:derivation and analysis[J].Philosophical Transactions:Mathematical,Physical and Engineering Sciences,1998,356(1749):3123-3184.

[5]Madsen P.A.,Murray R.,Sørensen O.R.A new form of the Boussinesq equations with improved linear dispersion characteristics[J].Coastal Engineering,1991,15(4):371-188.

[6]Madsen P.A.,Sørensen O.R.A new form of the Boussinesq equations with improved linear dispersion characteristics.Part 2.A slowly-varying bathymetry[J].Coastal Engineering,1992,18(3-4):183-204.

[7]Nwogu O.Alternative form of Boussinesq equations for nearshore wave propagation[J].Journal of Waterway Port Coastal&Ocean Engineering,1993,119(6):618-638.

[8]Schäffer H.A.,Madsen P.A.Further enhancements of Boussinesq-type equations[J].Coastal Engineering,1995,26(1-2):1-14.

[9]Madsen P.A.,Bingham H.B.,Liu H.A new Boussinesq method for fully nonlinear waves from shallow to deep w ater[J].Journal of Fluid Mechanics,2002,462:1-30.

[10]Dean R.,Dalrymple R.A.Water Wave Mechanics for Engineers and Scientists[M].Singapore:World Scientific,1984.

[11]Svendsen I.A.Physical modelling of water waves.In:Dolrymple R.A.(Ed.),Physical Modelling in Coastal Engineering[M].Rotterdam:A.A.Balkema,1985:13-48.

[12]Hughes S.A.Physical Models and Laboratory Techniques in Coastal Engineering[M].Singapore:World Scientific,1993.

[13]Havelock T.H.Forced surface wave on water[J].Philosophical Magazine,1929,7(51):569-576.

[14]Biesel F.,Suquet F.Les Appareils Generateurs de houle en laboratoire[J].La houille blanche,1951,6:152-165.

[15]Biesel F.,Suquet F.Laboratory wave-generating apparatus[R].Minnesota:St.Anthony falls hydraulic laboratory,1954.

[16]Fontanet P.Theorie de la generation de la houle cylindrique par un batteur plan[J].La Huille Blanche,1961,16:3-31(part 1),174-196(part 2).

[17]Madsen O.S.On the generation of long w aves[J].Journal of Geophysical Research,1971,76(36):8672-8673.

[18]Flick R.E.,Guza R.T.Paddle generated waves in laboratory channels[J].Journal of the Waterway Port Coastal&Ocean Division,1980,106(1):79-97.

[19]Hudspeth R.,Sulisz W.Stokes drift in two dimensional wave flumes[J].Journal of Fluid Mechanics,1991,230:209-139.

[20]Sulisz W.,Hudspeth R.Complete second-order solution for water waves generated in wave flumes[J].Journal of Fluids&Structures,1993,7(3):253-268.

[21]Moubaved W.I.,Williams A.N.Second-order bichromatic waves produced by a generic planar wavemaker in a two-dimensional wave flume[J].Journal of Fluids and Structures,1994,8(1):73-92.

[22]Schäffer H.A.Laboratory wave generation correct to second order[C].Wave kinematics and environmental forces.London,1993.

[23]Schäffer H.A.Second-order wavemaker theory for irregular wave[J].Ocean Engineering,1996,23(1):47-88.

[24]Hammack J.L.,Segur H.The Kd V equation and water waves.Part 2.Comparison with experiment[J].Journal of Fluid mechanics,1974,65(2):289-314.

[25]Goring D.G.Tsunamis-the propagation of long waves onto a shelf[D].California:W.M.Keck laboratory of hydraulics and water resources,1979.

[26]Goring D.G.,Raichlen F.The generation of long waves in the laboratory[C].Proceedings of the 17th International Conference on Coastal Engineering,ASCE,Sydney,1980,1:763-783.

[27]Chappelear J.E.Direct numerical calculation of wave properties[J].Journal of Geophysical Research,1961,66:501-508.

[28]Dean R.G.Stream function representation of nonlinear ocean waves[J].Journal of Geophysical Research,1965,70(18):4561-4572.

[29]Chaplin J.R.Developments of stream function theory[J].Coastal Engineering,1980,3(3):179-206.

[30]Rienecker M.M.,Fenton J.D.A Fourier approximation method for steady water waves[J].Journal of Fluid Mechanics,1981,104:109-137.

[31]Fenton J.D.The numerical solution of steady water wave problems[J].Computers and Geosciences,1988,14(3):357-368.

[32]Zhang H.,Schäffer H.A.Approximate stream function wavemaker theory for highly nonlinear waves in wave flumes[J].Ocean Engineering,2007,34(8-9):1290-1302.

[33]Madsen O.S.A three-dimensional wavemaker,its theory and application[J].Journal of Hydralulics Research,1974,12(2):205-222.

[34]Gilbert G.Generation of oblique waves[R].Technical Report 18,Hydraulic Research Station,Wallingford,England,1976.

[35]Takayama T.Theory of oblique waves generated by serpent-type wavemaker[J].Coastal Engineering in Japan,1984,27:1-19.

[36]Takayama T.,Hiraishi T.Fundamental characteristics of oblique regular waves and diretional random waves generated by a serpent-type wave generator[R].Report of Port and Harbor Research Institute,Japan,1987.

[37]Dalrymple R.A.,Greenberg M.Directional wave makers[M]//Dalrymple,R.A.Physical Modelling in Coastal Engineering.Rotterdam:A.A.Balkema,1985:67-81.

[38]Suh K.,Dalrymple R.Directional wavemaker theory:a special approach[C].Proceedings of 22th IAHR conference,Lausanne,Switzerland,1987:389-395.

[39]Steenberg C.M.,Schäffer H.A.Second-order wave generation in laboratory basins[C].Proceedings of the 27th International Conference on Coastal Engineering,Sydney,Australia,2000.

[40]Schäffer H.A.,Steenberg C.M.Second-order wavemaker theory for multidirectional waves[J].Ocean Engineering,2003,30(10):1203-1231.

[41]Milgram J.H.Active water wave absorbers[J].Journal of Fluid Mechenics,1970,42(4):845-859.

[42]Schäffer H.A.,Klopman G.Review of multidirectional active wave absorption methods[J].Journal of Waterway,Port,Coastal and Ocean Engineering,2000,126(2):88-97.

[43]Schäffer H.A.,Stolborg T.,Hyllested P.Simultaneous generation and active absorption of waves in flumes[C].Proceedings of waves-physical and numerical modelling.University of British Columbia,Vancouver,Canada,1994:90-99.

[44]Schäffer H.A.,Hyllested P.Reflection analysis using an active wave absorption control system[C].Proceedings of the International Conference on Coastal Structures’99,Santander,Spain,1999.

[45]Schäffer H.A.Some design aspects of an absorbing 3D wavemaker[C].Proceedings of the 26th International Conference on Coastal Engineering,Copenhagen,Denmark,1998:1082-1095.

[46]Schäffer H.A.Active wave absorption in flumes and 3D basins[C].Proceedings of Waves 2001,San Francisco,USA,2001.

[47]Schäffer H.A.,Jakobsen K.P.Nonlinear wave generation and active absorption in wave flumes[C].Long Waves Symposium,In parallel withⅩⅩⅩIAHR Congress,Thessaloniki,Greece,2003.

[48]Kamphuis J.W.Composite modelling-an old tool in a new context[C].Proceedings of the 26th Congress of International Association of Hydraulic Research,London,1995,2:230-235.

[49]Kamphuis J.W.Physical modelling of coastal processes.In:Advances in Coastal and Ocean Engineering,Vol.2[M].Singapore:World Scientific,1996.

[50]Kamphuis J.W.Designing with Models[C].Proceedings of the 27th International Conference on Coastal Engineering.Sydney,Australia,2000:19-32.

[51]Watts S.Hybrid hydrodynamic modelling[J].Journal of Offshore Technology,1999,7(1):13-17.

[52]Schäffer H.A.On hybrid modeling in coastal and ocean engineering[C].Proceedings of Hydralab-workshop in Hannover,Germany,1999.

[53]Gierlevsen T.,Vargas B.M.,Pires V.P.L.et al.Numerical and physical modelling of storm waves at Rio de Janeiro yacht club[C].COPEDEC VI,Colombo,Sri Lanka,2003:15-19.

[54]Kofoed-Hansen H.,Sloth P.,Sørensen O.R.et al.Combined numerical and physical modelling of seiching in exposed new marina[C].Proceedings of the 27th International Conference on Coastal Engineering,Sydney,Australia,2000:3601-3614.

[55]Zhang H.,Schäffer H.A.Waves in numerical and physical wave flumes-a deterministic combination[C].Proceedings of the 29th International Conference on Coastal Engineering,Lisbon,Portugal,2004,1:43-55.

[56]Zhang H.,Schäffer H.A.Waves in numerical and physical wave basins-a deterministic combination[C].Proceedings of the 5th International Symposium on Ocean Wave Measurement and Analysis,Madrid,Spain,2005.

[57]Zhang H.,Schäffer H.A.,Jakobsen K.P.Deterministic combination of numerical and physical wave modes[J].Coastal Engineering,2007,54(2):171-186.

[58]Yang Z.,Liu S.,Bingham H.B.et al.Second-order theory for coupling 2D numerical and physical wave tanks:Derivation,evaluation and experimental validation[J].Coastal Engineering,2013,71:37-51.

[59]Yang Z.,Liu S.,Bingham H.B.,Li J.Second-order coupling of numerical and physical wave tanks for 2D irregular waves.Part I:Formulation,implementation and numerical properties[J].Coastal Engineering,2014,92(4):48-60.

[60]Yang Z.,Liu S.,Bingham H.B.,Li J.Second-order coupling of numerical and physical wave tanks for 2D irregular waves.Part II:Experimental validation in twodimensions[J].Coastal Engineering,2014,92(4):61-74.