Solution of the mild-slope wave problem by iteration

Iterative solution procedures for solving the complete mild-slope wave (combined refractiondiffraction) equation are developed. Existing models for investigating wave refraction-diffraction in coastal areas have one of two main problems: (i) Some of the physics is lost as they resort to approximate solutions (e.g. parabolic approximations). Thus they are inappropriate in many situations. (ii) If all of the physics is to be incorporated, the problem defies computer solution except for extremely small domains (approximately 10 wavelengths), chiefly because the matrix equation associated with numerical discretization of the complete problem does not normally lend itself to solution by iteration. This paper describes the construction of iterative models that overcome both problems. First, a modified equation with an identical solution but which lends itself to iterative procedures is formulated, and the conjugate gradient method is used. A second, more rapidly converging algorithm is obtained by preconditioning. It is shown that the algorithms can be conveniently implemented on regions much larger than those handled by conventional models, without compromising the physics of the equation. Further, they can be efficiently run in either the linear or nonlinear mode. Comparisons of model results with laboratory data and other numerical and analytical solutions are found to be excellent for several cases. The procedures thus enable the engineer to expand the scope of the mild-slope equation. As an example, an experiment is performed to demonstrate the sensitivity of the wavefield to the location of a breakwater in a region with complex bathymetry.

[1]  James T. Kirby,et al.  A note on linear surface wave‐current interaction over slowly varying topography , 1984 .

[2]  O. Rygg,et al.  Nonlinear refraction-diffraction of surface waves in intermediate and shallow water , 1988 .

[3]  Vijay Panchang,et al.  A Method for Investigation of Steady State Wave Spectra in Bays , 1985 .

[4]  Bruce A. Ebersole,et al.  REFRACTION-DIFFRACTION MODEL FOR LINEAR WATER WAVES , 1985 .

[5]  N. Booij,et al.  A note on the accuracy of the mild-slope equation , 1983 .

[6]  Bruce A. Ebersole,et al.  Regional coastal processes numerical modeling system , 1986 .

[7]  A. C. Radder,et al.  Verification of numerical wave propagation models for simple harmonic linear water waves , 1982 .

[8]  John D. Pos,et al.  Breakwater Gap Wave Diffraction: an Experimental and Numerical Study , 1987 .

[9]  P. Bosch,et al.  WAVE-CURRENT INTERACTION IN HARBOURS , 2010 .

[10]  James R. Houston,et al.  Combined refraction and diffraction of short waves using the finite element method , 1981 .

[11]  Bruce A. Ebersole,et al.  Regional Coastal Processes Numerical Modeling System: Report 1, Rcpwave-a Linear Wave Propagation Model for Engineering Use , 2017 .

[12]  G. Copeland,et al.  A practical alternative to the “mild-slope” wave equation , 1985 .

[13]  C. Vincent,et al.  REFRACTION-DIFFRACTION OF IRREGULAR WAVES OVER A MOUND , 1989 .

[14]  J. Kirby Open Boundary Condition in Parabolic Equation Method , 1986 .

[15]  James T. Kirby,et al.  A note on parabolic radiation boundary conditions for elliptic wave calculations , 1989 .

[16]  R. Dalrymple,et al.  SPLIT-STEP FOURIER ALGORITHM FOR WATER WAVES , 1990 .

[17]  Per A. Madsen,et al.  An efficient finite-difference approach to the mild-slope equation , 1987 .

[18]  Philip L.-F. Liu,et al.  A finite element model for wave refraction and diffraction , 1983 .

[19]  R. F. Hoskins,et al.  Computational Methods in Linear Algebra , 1976, The Mathematical Gazette.

[20]  D. Kershaw The incomplete Cholesky—conjugate gradient method for the iterative solution of systems of linear equations , 1978 .

[21]  J. Lee,et al.  Wave-induced oscillations in harbours of arbitrary geometry , 1971, Journal of Fluid Mechanics.

[22]  V. Panchang,et al.  Solution of two-dimensional water-wave propagation problems by Chebyshev collocation , 1989 .

[23]  O. Axelsson,et al.  On some versions of incomplete block-matrix factorization iterative methods , 1984 .

[24]  Vijay Panchang,et al.  Combined refraction-diffraction of short-waves in large coastal regions , 1988 .

[25]  Robert A. Dalrymple,et al.  Verification of a parabolic equation for propagation of weakly-nonlinear waves , 1984 .

[26]  P. Liu,et al.  A finite element model for wave refraction, diffraction, reflection and dissipation , 1989 .

[27]  P. Liu,et al.  Numerical solution of water‐wave refraction and diffraction problems in the parabolic approximation , 1982 .

[28]  Robert A. Dalrymple,et al.  An approximate model for nonlinear dispersion in monochromatic wave propagation models , 1986 .

[29]  J. Kirby,et al.  Wave Diffraction Due to Areas of Energy Dissipation , 1984 .

[30]  T. Taylor,et al.  Computational methods for fluid flow , 1982 .

[31]  T. Sprinks,et al.  Scattering of surface waves by a conical island , 1975, Journal of Fluid Mechanics.

[32]  J. Berkhoff,et al.  Computation of Combined Refraction — Diffraction , 1972 .

[33]  A. Bayliss,et al.  An Iterative method for the Helmholtz equation , 1983 .

[34]  A. C. Radder,et al.  On the parabolic equation method for water-wave propagation , 1978, Journal of Fluid Mechanics.

[35]  Robert A. Dalrymple,et al.  Modeling Waves in Surfzones and Around Islands , 1986 .

[36]  Ge Wei,et al.  Numerical Simulation of Irregular Wave Propagation over Shoal , 1990 .

[37]  James T. Kirby,et al.  PARABOLIC WAVE COMPUTATIONS IN NON-ORTHOGONAL COORDINATE SYSTEMS , 1988 .

[38]  Yoshiyuki Ito,et al.  A METHOD OF NUMERICAL ANALYSIS OF WAVE PROPAGATION APPLICATION TO WAVE DIFFRACTION AND REFRACTION , 1972 .

[39]  P. Khosla,et al.  A conjugate gradient iterative method , 1981 .

[40]  James T. Kirby,et al.  Higher‐order approximations in the parabolic equation method for water waves , 1986 .