Hostname: page-component-78c5997874-s2hrs Total loading time: 0 Render date: 2024-11-17T14:16:05.470Z Has data issue: false hasContentIssue false

The oblique parabolic equation model for linear and nonlinear wave shoaling

Published online by Cambridge University Press:  09 January 2013

Yaron Toledo*
Affiliation:
ISS, Faculty of Mechanical Engineering, Wuppertal University, Talstrasse 71, 42551 Velbert, Germany
*
Email address for correspondence: [email protected]

Abstract

Common simplified models for surface gravity waves result in parabolic-type equations. These equations mostly assume a negligible reflection from the bottom variations but account for both refraction and diffraction effects. A common deficiency of these equations is an inherent assumption of normally incident waves, which cause an increasing error, as the incident waves propagate from an increasing attack angle. In the nonlinear formulation of this type of equation, previous research added the assumption of small crossing angles between interacting waves, which also limits the applicability of these nonlinear models to narrow directional spectra. The current paper presents a parabolic approximation for oblique incident waves that overcomes these limitations. This is done by introducing a perturbation solution for the wave’s phase function, which in its lowest order corresponds to oblique incident waves on a bottom with no lateral changes. The resulting curved wave ray structure replaces the simplified straight one used in the derivation process of various former models. In the nonlinear model, the nonlinear interactions are calculated between the frequency modes while taking into account the different propagating directions. Numerical results of the oblique parabolic equation show great advantages compared to other formulations that use a straight wave ray structure and the small crossing angle assumption. The nonlinear model was used to investigate the nonlinear shoaling of two similar monochromatic waves approaching from different angles. This fundamental nonlinear interaction problem shows that there is an energy transfer to waves of the primary harmonic that approach at larger attack angles than the two incident waves. This is counter-intuitive. Unlike in the case of linear wave shoaling, where the waves reduce their attack angle in the refraction process, in the nonlinear shoaling process the attack angle can increase. Fundamental numerical simulations of the linear and nonlinear oblique parabolic models are shown to be in excellent agreement with the initial mild-slope equations. This confirms the benefits of applying these models to various shoaling scenarios for both linear and nonlinear waves.

Type
Papers
Copyright
©2013 Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Agnon, Y. 1999 Linear and nonlinear refraction and Bragg scattering of water waves. Phys. Rev. E 59, 13191322.Google Scholar
Agnon, Y., Sheremet, A., Gonsalves, J. & Stiassnie, M. 1993 A unidirectional model for shoaling gravity waves. Coast. Engng 20, 2958.Google Scholar
Berkhoff, J. C. W. 1972 Computation of combined refraction–diffraction. In Proceedings of the 13th International Conference on Coastal Engineering ASCE, pp. 471–490.Google Scholar
Biesel, F. 1952 Study of wave propagation in water of gradually varying depth. In Gravity Waves, National Bureau of Standards Circular 521, pp. 243–253.Google Scholar
Bredmose, H., Agnon, Y., Madsen, P. A. & Schäffer, H. A. 2005 Wave transformation models with exact second-order transfer. Eur. J. Mech. B 24 (6), 659682.CrossRefGoogle Scholar
Chamberlain, P. G. & Porter, D. 1995 The modified mild slope equation. J. Fluid Mech. 291, 393407.Google Scholar
Dalrymple, R. A. & Kirby, J. T. 1988 Models for very wide-angle water waves and wave diffraction. J. Fluid Mech. 192, 3350.Google Scholar
Dalrymple, R. A. & Kirby, J. T. 1992 Angular spectrum modelling of water waves. Rev. Aquatic Sci. 5 (5,6), 382404.Google Scholar
Dingemans, M. W. 1997 Water Wave Propagations Over Uneven Bottoms. World Scientific.Google Scholar
Eckart, C. 1952 The propagation of gravity waves from deep to shallow water. Natl Bur. Stand. Circular 521, 165173.Google Scholar
Eldeberky, Y. & Madsen, P. A. 1999 Deterministic and stochastic evolution equations for fully dispersive and weakly nonlinear waves. Coast. Engng 38, 124.Google Scholar
Greene, R. R. 1984 The rational approximation to the acoustic wave equation with bottom interaction. J. Acoust. Soc. Am. 76 (6), 17641773.Google Scholar
Herbers, T. H. C. & Burton, M. C. 1997 Nonlinear shoaling of directionally spread waves on a beach. J. Geophys. Res. 102, 2110121114.Google Scholar
Hsu, T. W., Lin, T. Y., Wen, C. C. & Ou, S. H. 2006 A complementary mild-slope equation derived using higher-order depth function for waves obliquely propagating on sloping bottom. Phys. Fluids 18 (8), 087106.Google Scholar
Hsu, T.-W. & Wen, C.-C. 2001 A parabolic equation extended to account for rapidly varying topography. Ocean Engng 28 (11), 14791498.Google Scholar
Isobe, M. 1987 A parabolic equation model for transformation of irregular waves due to reflection, diffraction and breaking. Coast. Engng Japan 30 (1), 3347.Google Scholar
Janssen, T. T., Herbers, T. H. C. & Battjes, J. A. 2006 Generalized evolution equation for nonlinear surface gravity waves over two-dimensional topography. J. Fluid Mech. 552, 393418.Google Scholar
Janssen, T. T., Herbers, T. H. C. & Battjes, J. A. 2008 Evolution of ocean wave statistics in shallow water: refraction and diffraction over seafloor topography. J. Geophys. Res. 113, C03024.Google Scholar
Johnson, H. K. & Poulin, S. 2000 On the accuracy of parabolic wave models. In Proceedings of the 26th International Conference Coastal Engineering, Copenhagen, Denmark, pp. 352–365.Google Scholar
Kaihatu, J. M. 2001 Improvement of parabolic nonlinear dispersive wave model. J. Waterways Port Coast. Ocean Engng 127 (2), 113121.Google Scholar
Kaihatu, J. M. & Kirby, J. T. 1995 Nonlinear transformation of waves in finite water depth. Phys. Fluids 8, 175188.Google Scholar
Kim, J. W. & Bai, K. J. 2004 A new complementary mild-slope equation. J. Fluid Mech. 511, 2540.Google Scholar
Kirby, J. T. 1986a Higher-order approximations in the parabolic equation method for water waves. J. Geophys. Res. 91 (C1), 933952.CrossRefGoogle Scholar
Kirby, J. T. 1986b Rational approximations in the parabolic equation method for water waves. Coast. Engng 10 (4), 355378.Google Scholar
Liu, P.-L. F. & Mei, C. C. 1976 Water motion on a beach in the presence of a breakwater. Part 1. Waves. J. Geophys. Res. 81 (18), 30793084.Google Scholar
Liu, P. L.-F. & Tsay, T.-K. 1983 On weak reflection of water waves. J. Fluid Mech. 131, 5971.Google Scholar
Liu, P. L.-F. & Tsay, T.-K. 1985 Numerical prediction of wave transformation. J. Waterways Port Coast. Ocean Engng 111 (5), 843855.Google Scholar
Liu, Y. & Yue, D. K. P. 1998a On generalized Bragg scattering of surface waves by bottom ripples. J. Fluid Mech. 356, 297326.Google Scholar
Liu, Y. & Yue, D. K. P. 1998b On generalized Bragg scattering of surface waves by bottom ripples. J. Fluid Mech. 356, 297326.Google Scholar
Lozano, C. J. & Liu, P. L. F. 1980 Refraction–diffraction model for linear surface water waves. J. Fluid Mech. 101, 705720.Google Scholar
Martin, P. A., Dalrymple, R. A. & Kirby, J. T. 1997 Gravity waves in water of finite depth. In Advances in Fluid Mechanics (ed. Hunt, J. N.). Parabolic Modelling of Water Waves, vol. 10, chap. 5, pp. 169213. Computational Mechanics Publications.Google Scholar
Mase, H. 2001 Multidirectional random wave transformation model based on energy balance equation. Coast. Engng J. 43 (4), 317337.Google Scholar
Massel, S. R. 1993 Extended refraction–diffraction equation for surface waves. Coast. Engng 19, 97126.Google Scholar
McDaniel, S. T. 1975 Parabolic approximations for underwater sound propagation. J. Acoust. Soc. Am. 58 (6), 11781185.Google Scholar
Porter, D. 2003 The mild-slope equations. J. Fluid Mech. 494, 5163.Google Scholar
Porter, D. & Staziker, D. J. 1995 Extensions of the mild-slope equation. J. Fluid Mech. 300, 367382.Google Scholar
Porter, R. & Porter, D. 2006 Approximations to the scattering of water waves by steep topography. J. Fluid Mech. 562, 279302.Google Scholar
Radder, A. C. 1979 On the parabolic equation method for water-wave propagation. J. Fluid Mech. 95, 159176.Google Scholar
Svendsen, I. A. 1967 The wave equation for gravity waves in water of gradually varying depth. ISVA, Technical University of Denmark, Basic Research Progress Report 15, pp. 2–7.Google Scholar
Toledo, Y. & Agnon, Y. 2009 Nonlinear refraction–diffraction of water waves: the complementary mild-slope equations. J. Fluid Mech. 641, 509520.Google Scholar
Toledo, Y. & Agnon, Y. 2010a A scalar form of the complementary mild-slope equation. J. Fluid Mech. 656, 407416.Google Scholar
Toledo, Y. & Agnon, Y. 2010b Three-dimensional application of the complementary mild-slope equation. Coast. Engng 58 (1).Google Scholar
Tsay, T.-K., Ebersole, B. A. & Liu, P. L.-F. 1989 Numerical modelling of wave propagation using parabolic approximation with a boundary-fitted co-ordinate system. Intl J. Numer Meth. Engng 27 (1), 3755.Google Scholar
Tsay, T.-K. & Liu, P. L.-F. 1982 Numerical solution of water-wave refraction and diffraction problems in the parabolic approximation. J. Geophys. Res. 87 (C10), 79327940.CrossRefGoogle Scholar
Young, I. R. 1999 Wind Generated Ocean Waves. Elsevier.Google Scholar