Abstract
In this paper a new finite-volume non-hydrostatic and shock-capturing three-dimensional model for the simulation of wave-structure interaction and hydrodynamic phenomena (wave refraction, diffraction, shoaling and breaking) is proposed. The model is based on an integral formulation of the Navier-Stokes equations which are solved on a time dependent coordinate system: a coordinate transformation maps the varying coordinates in the physical domain to a uniform transformed space. The equations of motion are discretized by means of a finite-volume shock-capturing numerical procedure based on high order WENO reconstructions. The solution procedure for the equations of motion uses a third order accurate Runge-Kutta (SSPRK) fractional-step method and applies a pressure corrector formulation in order to obtain a divergence-free velocity field at each stage. The proposed model is validated against several benchmark test cases.
Similar content being viewed by others
References
Gallerano F., Cannata G. Central Weno scheme for the integral form of contravariant shallow-water equations [J]. International Journal for Numerical Methods in Fluids, 2011, 67(8): 939–959.
Cioffi F., Gallerano F. From rooted to floating vegetal species in lagoons as a consequence of the increases of external nutrient load, an analysis by model of the species selection mechanism [J]. Applied Mathematical Modelling, 2006, 30(1): 10–37.
Wang B. L., Zhu Y. Q., Song Z. P. et al. Boussinesq type modelling in surf zone using mesh-less-least-square-based finite-difference method [J]. Journal of Hydrodynamics, Ser. B, 2006, 18(3): 89–92.
Liu P. L. F., Yoon S. B., Seo S. N. et al. Numerical simulation of tsunami inundation at Hilo, Hawaii. Recent development in tsunami research [M]. El-Sabh M. I. Edition, New York, USA: Kluwer Academic Publishers, 1994.
Gallerano F., Cannata G., Villani M. An integral contravariant formulation of the fully nonlinear Boussinesq equations [J]. Coastal Engineering, 2014, 83(1): 119–136.
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.
Nwogu O. Alternative form of Boussinesq equations for nearshore wave propagation [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1993, 119(6): 618–638.
Wei G., Kirby J. T., Grilli S. T. et al. A fully nonlinear Boussinesq model for surface waves. Part 1. Highly nonlinear un steady waves [J]. Journal of Fluid Mechanics, 1995, 294: 71–92.
Sun Z. B., Liu S. X., Li J. X. Numerical study of multi-directional focusing wave run-up of a vertical surface piercing cylinder [J]. Journal of Hydrodynamics, 2012, 24(1): 86–96.
Fang K. Z., Zhang Z., Zou Z. L. et al. Modelling of 2-D extended Boussinesq equations using a hybrid numerical scheme [J]. Journal of Hydrodynamics, 2014, 26(2): 187–198.
Gallerano F., Cannata G., Lasaponara F. A new numerical model for simulations of wave transformation, breaking and longshore currents in complex coastal regions [J]. International Journal for Numerical Methods in Fluids, 2016, 80(10): 571–613.
Chen Q., Kirby J. T., Dalrympe R. A. et al. Boussinesq modelling of longshore currents [J]. Journal of Geophy-sical Research Oceans, 2003, 108(C11): 156–157.
Chen Q. Fully nonlinear Boussinesq-type equations for waves and currents over porous beds [J]. Journal of Engineering Mechanics, 2006, 132(2): 220–230.
Furman D. R., Madsen P. A. Tsunami generation, pro-pagation, and run-up with a high-order Boussinesq model [J]. Coastal Engineering, 2009, 56(7): 747–758.
Watts P., Grilli S. T., Kirby J. T. et al. Landslide tsunami case studies using a Boussinesq model and a fully nonlinear tsunami generation model [J]. Natural Hazards and Earth System Science, 2003, 3(5): 391–402.
Rakha K. A., Deigaard R., Brøker I. A phase-resolving cross shore sediment transport model for beach profile evolution [J]. Coastal Engineering, 1997, 31(1–4): 231–261.
Johns B., Jefferson J. The numerical modelling of surface wave propagation in the surf zone [J]. Journal of Physical Oceanography, 1980, 10(7): 1061–1069.
Casulli V., Cheng R. T. Semi-implicit finite-difference methods for three-dimensional shallow flow [J]. International Journal for Numerical Methods in Fluids, 1992, 15(6): 629–648.
Lin P., Li C. W. A σ- coordinate three-dimensional numerical model for surface wave propagation [J]. International Journal for Numerical Methods in Fluids, 2002, 38(11): 1045–1068.
Lai Z., Chen C., Cowles G. et al. A non-hydrostatic version of FVCOM: 1. Validation experiment [J]. Journal of Geophysical Research Oceans, 2010, 115(C11): C11010.
Bradford S. F. Godunov-based model for non-hydrostatic wave dynamics [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2005, 131(5): 226–238.
Gallerano F., Cannata G. Compatibility of reservoir sediment flushing and river protection [J]. Journal of Hydraulic Engineering, ASCE, 2011, 137(10): 1111–1125.
Ma G., Shi F., Kirby J. T. Shock-capturing non-hydrostatic model for fully dispersive surface wave processes [J]. Ocean Modelling, 2012, 43–44: 22–35.
Ai C., Jin S. A multi-layer non-hydrostatic model for wave breaking and run-up [J]. Coastal Engineering, 2012, 62: 1–8.
Fang K., Liu Z., Zou Z. Efficient computation of coastal waves using a depth-integrated, non-hydrostatic model [J]. Coastal Engineering, 2015, 97: 21–36.
Harlow F. H., Welch J. E. Numerical calculation of time-dependent viscous incompressible flow of fluid with free surface [J]. Physics of Fluids, 1965, 8(12): 2182–2189.
Thomas T. G., Leslie D. C. Development of a conservative 3D free surface code [J]. Journal of Hydraulic Research, 1992, 30(1): 107–115.
Casulli V., Stelling G. S. Numerical simulation of 3D quasi-hydrostatic free surface flows [J]. Journal of Hydraulic Engineering, ASCE, 1998, 124(7): 678–686.
Phillips N. A. A coordinate system having some special advantages for numerical forecasting [J]. Journal of Meteorology, 1957, 14: 184–185.
Toro E. Shock-capturing methods for free-surface shallow flows [M]. Manchester, UK: John Wiley and Sons, 2001.
Gallerano F., Cannata G., Tamburrino M. Upwind Weno scheme for shallow water equations in contravariant formu-lation [J]. Computers and Fluids, 2012, 62: 1–12.
Harten A., Lax P., Van Leer B. On upstream differencing and Godunov-type schemes for hyperbolic conservation laws [J]. Siam Review, 1983, 25(1): 35–61.
Trottemberg U., Oosterlee C. W., Schuller A. Multigrid [M]. New York, USA: Academic Press, 2001.
Stelling G., Zijlema M. An accurate and efficient finite-difference algorithm for non-hydrostatic free-surface flow with application to wave propagation [J]. International Journal for Numerical Methods in Fluids, 2003, 43(1): 1–23.
Gottlieb S., Ketcheson D. I., Shu C. W. High order strong stability preserving time discretization [J]. Journal of Scientific Computing, 2009, 38(3): 251–289.
Spiteri R. J., Ruuth S. J. A new class of optimal high-order strong-stability-preserving time discretization methods [J]. Siam Journal on Numerical Analysis, 2002, 40(2): 469–491.
Rosenfeld M., Kwak D., Vinokur M. A fractional step solution method for the unsteady incompressible Navier-Stokes equations in generalized coordinate systems [J]. Journal of Computational Physics, 1991, 94: 102–137.
Zijlema M., Stelling G., Smit P. SWASH: An operational public domain code for simulating wave fields and rapidly varied flows in coastal waters [J]. Coastal Engineering, 2011, 58(10): 992–1012.
Beji S., Batties J. A. Experimental investigation of wave propagation over a bar [J]. Coastal Engineering, 1993, 19(1–2):151–162.
Berkhoff J. C. W., Booy N., Radder A. C. Verification of numerical wave propagation models for simple harmonic linear water waves [J]. Coastal Engineering, 1982, 6(3): 255–279.
Synolakis C. E. The runup of solitary waves [J]. Journal of Fluid Mechanics, 1987, 185: 523–545.
Gallerano F., Cannata G., Lasaponara F. Numerical simu-lation of wave transformation, breaking and run-up by a contravariant fully nonlinear Boussinesq equations model [J]. Journal of Hydrodynamics, 2016, 28(3): 379–388.
Lin P. A multiple layers-coordinate model for simulation of wave-structure interaction [J]. Computers and Fluids, 2006, 35(2): 147–167.
Li C. W., Zhu B. A σ-coordinate 3D k-ε model for turbulent free surface flow over a submerged structure [J]. Applied Mathematical Modelling, 2002, 26(12): 1139–1150.
Martinuzzi R., Tropea C. The flow around surface-mounted, prismatic obstacles placed in a fully developed channel flow [J]. Journal of Fluids Engineering, 1993, 115(1): 85–92.
Author information
Authors and Affiliations
Corresponding author
Additional information
Biography: Francesco Gallerano (1953-), Male, Ph. D., Professor
Rights and permissions
About this article
Cite this article
Gallerano, F., Cannata, G., Lasaponara, F. et al. A new three-dimensional finite-volume non-hydrostatic shock-capturing model for free surface flow. J Hydrodyn 29, 552–566 (2017). https://doi.org/10.1016/S1001-6058(16)60768-0
Received:
Revised:
Published:
Issue Date:
DOI: https://doi.org/10.1016/S1001-6058(16)60768-0