A combined refraction-diffraction-dissipation model of wave propagation

Lou Jing; Stan R. Massel

doi:10.1007/BF02850497

Your Location：

Home >

Browse articles >

A combined refraction-diffraction-dissipation model of wave propagation

OriginalPaper | Updated：2023-05-16

- A combined refraction-diffraction-dissipation model of wave propagation
- A combined refraction-diffraction-dissipation model of wave propagation
- 海洋湖沼学报（英文） 1994年12卷第4期页码：361-371
- Affiliations：
- Author bio：
- Funds：
- DOI：10.1007/BF02850497
  中图分类号：
- 纸质出版：1994
- Accepted：
Scan QR Code
A combined refraction-diffraction-dissipation model of wave propagation[J]. 海洋湖沼学报（英文）, 1994,12(4):361-371.

Jing, L., Massel, S.R. A combined refraction-diffraction-dissipation model of wave propagation., Chin. J. Ocean. Limnol. 12, 361–371 (1994). https://doi.org/10.1007/BF02850497
A combined refraction-diffraction-dissipation model of wave propagation[J]. 海洋湖沼学报（英文）, 1994,12(4):361-371. DOI： 10.1007/BF02850497.

Jing, L., Massel, S.R. A combined refraction-diffraction-dissipation model of wave propagation., Chin. J. Ocean. Limnol. 12, 361–371 (1994). https://doi.org/10.1007/BF02850497 DOI：

摘要

Abstract

A numerical model based on the mild-slope equation of water wave propagation over complicated bathymetry

taking into account the combined effects of refraction

diffraction and dissipation due to wave breaking is presented. Wave breaking is simulated by modifying the wave height probability density function and the wave energy dissipation mechanism is parameterized according to that of the hydraulic jump formulation. Solutions of the wave height

phase function

and the wave direction at every grid point are obtained by finite difference approximation of the governing equations

using Gauss-Seidel Iterative Method (GSIM) row by row. Its computational convenience allows it to be applied to large coast regions to study the wave transformation problem. Several case studies have been made and the results compare very well with the experiment data and other model solutions. The capability and utility of the model for real coast areas are illustrated by application to a shallow bay of northeast Australia.

关键词

Keywords

references

Battjes, J. A., 1988. Surf-zone dynamics.Ann. Rev. Fluid. Mech. 20: 257–293.

Battjes, J. A. and Stive, M. J. F., 1985. Calibration and verification of a dissipation model for random breaking waves.J. Geoph. Res. 90: 9159–9167.

Berkhoff, J. C. W., 1972. Computation of combined refraction-diffraction. Proc. 13th Coastal Eng. Conf., Vancouver, Canada, ASCE 1(1973), pp. 471–490.

Berkhoff, J. C. W., Booy, N., and Radder, A. C., 1982. Verification of numerical wave propagation models for simple harmonic linear water waves.Coastal Engineering 6: 255–279.

Booij, N., 1981. Gravity Waves on Water with Non-uniform Depth and Current. Delf Uni. of Tech., Dept. Civil Eng., Rep.,81: 1.

Copeland, J. M. G., 1985. A practical alternative to the mild-slope wave equation.Coastal Engineering 9: 125–149.

Candel, S. M., 1979. Numerical solution of wave scattering problems in the parabolic approximation.J. Fluid Mech. 95: 465–507.

Ebersole, B. A., 1985. Refraction-diffraction model for linear water waves.J. of Waterway, Port, Coastal and Ocean Engineering 111(6): 939–953.

Houston, J. R., 1981. Combined refraction and diffraction of short waves using finite element methods.Appl. Ocean Res,4(4): 163–170.

Kirby, J. T., and Dalrymple, R. A., 1986. An approximate model for nonlinear dispersion in monochromatic wave propagation models.Coastal Engineering 9: 545–561.

Kriegsmann, G. A., and Larsen, E. W., 1978. On the parabolic approximation to the reduced wave equation.SIAM J. Appl. Math.,34(1): 200–204.

Li, B., and Anastasiou, K., 1992. Efficient elliptic solvers for the mild-slope equation using the multigrid techniqueCoastal Engineering,16: 245–266.

Massel, S. R., and Belberova, D. Z., 1990. Parameterization of the dissipation mechanisms in the surface waves induced by wind.Arch. Mech.,42: 515–530.

Radder, A. C., 1979. On the parabolic equation method for water-wave propagation.J. Fluid Mech.,95: 159–176.

Stive, M. J. F., 1984. Energy dissipation in waves breaking on gentle slopes.Coastal Engineering,8: 99–127.

Thomton, E. B., and Guza, R. T., 1983. Transformation of wave height distribution.J. Geoph. Res.,88: 5925–5938.

Tsay, T-K, and Liu, P.L.-F., 1983. A finite element model for wave refraction and diffraction.Appl. Ocean Res.5(1): 30–37.

浏览量

Downloads

CSCD

文章被引用时，请邮件提醒。

Submit

工具集

关联资源

Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave

Mechanism of sea ice formation based on comprehensive observation data in Liaodong Bay, China

Investigation of wave characteristics in a semi-enclosed bay based on SWAN model validated with buoys and ADPobserved currents

Use of genetic algorithm in new approach to modeling of flood routing

A flume test on erosion mechanism for an abandoned section of the Huanghe (Yellow) River Delta