Technical Papers
Jun 30, 2015

Modeling Wind Effects on Shallow Water Waves

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 142, Issue 1

Abstract

A mechanism for the growth of waves by wind is included in a time-domain Boussinesq-type model. To facilitate direct analysis of the effect of wind on nonlinear wave–wave interactions over a flat bottom, a set of three harmonic evolution equations is derived from the time-domain model. These equations simulate the evolution of the principal components of three-wave (triad) nonlinear interactions, now including the effect of wind. A case of wave recurrence, in which energy is cycled between three harmonics, shows that a following wind can increase energy exchange to higher harmonics owing to nonlinearity, whereas an opposing wind suppresses this interaction. The time-domain model is then used to simulate wave propagation over a planar slope in the presence of wind. It is shown that wave growth is assisted by onshore winds and hindered by offshore winds. In addition, wave skewness and asymmetry, which quantify wave shape, are also similarly affected by wind direction. The results also show that the skewness and asymmetry undergo cyclic oscillation during the shoaling process; the degree to which these statistics exhibit the effect of wind is thus spatially dependent and can likely explain earlier laboratory studies regarding the increased dependence of wave-shape statistics on wind speed in shallow water relative to that seen in deeper water.

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Acknowledgments

The study was supported in part by the National Science Foundation (Grant No. CBET-0652859 and DMS-1115527) and the Louisiana State University Economic Development Assistantship award, for which the authors are most grateful.

References

Agnon, Y., and Sheremet, A. (1997). “Stochastic nonlinear shoaling of directional spectra.” J. Fluid Mech., 345(1), 79–99.
Battjes, J., and Beji, S. (1992). “Breaking waves propagating over a shoal.” Coastal Eng. Proc., 1(23), 42–50.
Boczar-Karakiewicz, B., Bona, J., and Cohen, D. (1986). Interaction of shallow water waves and bottom topography, Inst. for Mathematics and its Applications, Univ. of Minnesota, Minneapolis.
Boczar-Karakiewicz, B., and Davidson-Arnott, R. G. (1987). “Nearshore bar formation by non-linear wave processes: A comparison of model results and field data.” Mar. Geol., 77(3), 287–304.
Bradford, S. F. (2000). “Numerical simulation of surf zone dynamics.” J. Waterway, Port, Coastal, Ocean Eng., 1–13.
Brocchini, M. (2013). “A reasoned overview on Boussinesq-type models: The interplay between physics, mathematics and numerics.” Proc. Math. Phys. Eng. Sci., 469(2160), 20130496.
Bryant, P. J. (1973). “Periodic waves in shallow water.” J. Fluid Mech., 59(4), 625–644.
Chambarel, J., Kharif, C., and Kimmoun, O. (2010). “Generation of two-dimensional steep water waves on finite depth with and without wind.” Eur. J. Mech. B, 29(2), 132–142.
Chapalain, G., Cointe, R., and Temperville, A. (1992). “Observed and modeled resonantly interacting progressive water-waves.” Coastal Eng., 16(3), 267–300.
Chen, Q., Kaihatu, J. M., and Hwang, P. A. (2004). “Incorporation of wind effects into Boussinesq wave models.” J. Waterway, Port, Coastal, Ocean Eng., 312–321.
Chen, Q., Madsen, P. A., and Basco, D. R. (1999). “Current effects on nonlinear interactions of shallow water waves.” J. Waterway, Port, Coastal, Ocean Eng., 176–186.
Dingemans, M. W. (1997). Water wave propagation over uneven bottoms. Part 2: Non-linear wave propagation, World Scientific, Singapore.
Douglass, S. L. (1990). “Influence of wind on breaking waves.” J. Waterway, Port, Coastal, Ocean Eng., 651–663.
Eldeberky, Y., and Battjes, J. A. (1995). “Parameterization of triad interactions in wave energy models.” Coastal Dynamics’ 95, W. R. Dally and R. B. Zeidler, eds., ASCE, Reston, VA, 140–148.
Elgar, S., Freilich, M., and Guza, R. (1990). “Recurrence in truncated Boussinesq models for nonlinear waves in shallow water.” J. Geophys. Res. Oceans, 95(C7), 11547–11556.
Elgar, S., Gallagher, E. L., and Guza, R. (2001). “Nearshore sandbar migration.” J. Geophys. Res. Oceans, 106(C6), 11623–11627.
Feddersen, F., and Veron, F. (2005). “Wind effects on shoaling wave shape.” J. Phys. Oceanogr., 35(7), 1223–1228.
Freilich, M. H., and Guza, R. T. (1984). “Nonlinear effects on shoaling surface gravity waves.” Philos. Trans. R. Soc. London, Ser. A, 311(1515), 1–41.
Hansen, J. B., and Svendsen, I. A. (1974). “Laboratory generation of waves of constant form.” Coastal Eng. Proc., 1(14), 321–339.
Hoefel, F., and Elgar, S. (2003). “Wave-induced sediment transport and sandbar migration.” Science, 299(5614), 1885–1887.
Jeffreys, H. (1925). “On the formation of water waves by wind.” Proc. R. Soc. London, Ser. A, 107(742), 189–206.
Kaihatu, J. M. (2009). “Application of a nonlinear frequency domain wave current interaction model to shallow water recurrence effects in random waves.” Ocean Modell., 26(34), 190–205.
Kaihatu, J. M., and Kirby, J. T. (1995). “Nonlinear transformation of waves in finite water depth.” Phys. Fluids, 7(8), 1903–1914.
Kaihatu, J. M., Veeramony, J., Edwards, K. L., and Kirby, J. T. (2007). “Asymptotic behavior of frequency and wave number spectra of nearshore shoaling and breaking waves.” J. Geophys. Res. Oceans, 112(C6).
Kharif, C., Giovanangeli, J.-P., Touboul, J., Grare, L., and Pelinovsky, E. (2008). “Inuence of wind on extreme wave events: Experimental and numerical approaches.” J. Fluid Mech., 594, 209–247.
Kirby, J. T. (2003). “Boussinesq models and applications to nearshore wave propagation, surfzone processes and wave-induced currents.” Advances in coastal modeling, Elsevier Oceanography Series 67, V. C. Lakhan, ed., Elsevier, Amsterdam, 1–41.
Kirby, J. T., Wei, G., Chen, Q., Kennedy, A. B., and Dalrymple, R. A. (1998). “Funwave 1.0, fully nonlinear Boussinesq wave model documentation and users manual.” Rep. No. CACR-98-06, Center for Applied Coastal Research, Univ. of Delaware, Newark, DE.
Madsen, A., and Schaffer, H. A. (1999). “A review of Boussinesq-type equations for surface gravity waves.” Adv. Coastal Ocean Eng., 5, 1–94.
Madsen, P., and Sørensen, O. (1993). “Bound waves and triad interactions in shallow water.” Ocean Eng., 20(4), 359–388.
Madsen, P. A., Murray, R., and Sørensen, O. R. (1991). “A new form of the Boussinesq equations with improved linear dispersion characteristics.” Coastal Eng., 15(4), 371–388.
Mei, C., and Unluata, U. (1972). Harmonic generation in shallow water waves. Waves on beaches, R. E. Meyer, ed., Academic, New York, 181–202.
Xie, Z. (2014). “Numerical modelling of wind effects on breaking solitary waves.” Eur. J. Mech. B, 43, 135–147.
Yan, S., and Ma, Q. (2011). “Improved model for air pressure due to wind on 2D freak waves in finite depth.” Eur. J. Mech. B, 30(1), 1–11.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 142Issue 1January 2016

History

Received: Dec 2, 2014
Accepted: Apr 13, 2015
Published online: Jun 30, 2015
Discussion open until: Nov 30, 2015
Published in print: Jan 1, 2016

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Authors

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Graduate Student, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70808. E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, and Center for Computation and Technology, Louisiana State Univ., Baton Rouge, LA 70808 (corresponding author). E-mail: [email protected]
James M. Kaihatu [email protected]
Associate Professor, Zachry Dept. of Civil Engineering, Texas A & M Univ., College Station, TX 77840. E-mail: [email protected]

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