A 3D Numerical Wave Tank for Coastal Engineering Studies

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This paper presents the validation of active and passive, made by a dissipation beach, numerical absorbing methods implemented in RANS-VOF FLUENT® code for modelling long time series of wave propagation interacting with coastal structures. Verification of both numerical techniques was performed in 2D – wave flume, and 3D – wave tank, this one using a multiple active absorption wave makers. The active absorption wave maker allows maintaining the incident wave generation and the mean water level along the time. Good results were obtained for 2D and 3D applications for active absorption wave maker at the generation boundary and both numerical beach and active absorption at the end of the flume/tank.

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1-10

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March 2017

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© 2016 Trans Tech Publications Ltd. All Rights Reserved

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[1] Fluent, Fluent 6. 3 User's Guide, Fluent Inc, USA, (2006).

Google Scholar

[2] H. Schäffer, G. Klopman, Review of multidirectional active wave absorption methods, J. Waterw. Port. Coast. Ocean Eng. 126 (2000) 88-97.

DOI: 10.1061/(asce)0733-950x(2000)126:2(88)

Google Scholar

[3] J.L. Lara , A. Ruju, I.J. Losada, Reynolds averaged Navier-Stokes modelling of long waves induced by transient wave group on a beach, In Proceedings of R. Soc. A. 467 (2011) 1215-1242.

DOI: 10.1098/rspa.2010.0331

Google Scholar

[4] P. Higuera, J.L. Lara, I.J. Losada, Realistic wave generation and active wave absorption for Navier-Stokes models applications to OpenFoam®, Coastal Engineering 71 (2013) 102-118.

DOI: 10.1016/j.coastaleng.2012.07.002

Google Scholar

[5] E. Didier, M.G. Neves, A Semi-Infinite Numerical Wave Flume using Smoothed Particle Hydrodynamics, IJOPE 22(3) (2012) 193-199.

Google Scholar

[6] A. Torres-Freyermuth, J.L. Lara, I.J. Losada, Numerical modelling of short- and long-wave transformation on a barred beach, Coastal Engineering, 57 (2010) 317-330.

DOI: 10.1016/j.coastaleng.2009.10.013

Google Scholar

[7] C.W. Hirt, B.D. Nichols, Volume of fluid (VoF) method for the dynamics of free boundaries, J. Comp. Phys. 39 (1981) 201-225.

DOI: 10.1016/0021-9991(81)90145-5

Google Scholar

[8] M. Peric, J.H. Ferziger, Computational Methods for Fluid Dynamics, 2nd ed. Berlin, Springer, (1997).

Google Scholar

[9] J.M. Paixão Conde, P.R.F. Teixeira, E. Didier, Numerical simulation of an oscillating water column wave energy converter: Comparison of two numerical codes, In Proceedings of 21th International Offshore and Polar Engineering Conference (2011).

Google Scholar

[10] E. Didier, J.M. Paixão Conde, P.R.F. Teixeira, Numerical simulation of an oscillation water column wave energy converter with and without damping, In Proceedings of 4th International Conference on Computational Methods in Marine Engineering, Lisbon (2011 ) 206-217.

Google Scholar

[11] P.R.F. Teixeira, D.P. Davyt, E. Didier, R. Ramalhais, Numerical simulation of an oscillating water column device using a code based Navier-Stokes equations, Energy 61 (2013) 513-530.

DOI: 10.1016/j.energy.2013.08.062

Google Scholar

[12] R.G. Dean, R.A. Dalrymple, Water wave mechanics for engineers and scientists, World Scientific, Singapore, (1991).

Google Scholar