TECHNICAL PAPERS
Feb 1, 2001

Three-Dimensional Model of Navier-Stokes Equations for Water Waves

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 127, Issue 1

Abstract

A three-dimensional numerical model based on the complete Navier-Stokes equations is developed and presented in this paper. The model can be used for the problem of propagation of fully nonlinear water waves. The Navier-Stokes equations are first transformed from an irregular calculation domain to a regular one using sigma coordinates. The projection method is used to separate advection and diffusion terms from the pressure terms in Navier-Stokes equations. MacCormack's explicit scheme is used for the advection and diffusion terms, and it has second-order accuracy in both space and time. The pressure variable is further separated into hydrostatic and hydrodynamic pressures so that the computer rounding errors can be largely avoided. The resulting hydrodynamic pressure equation is solved by a multigrid method. A staggered mesh and central spatial finite-difference scheme are used. The model is tested against the experimental data of Luth et al., and the comparison shows that higher harmonics can be modeled well. Comparison of the model solutions with the elliptic shoal case confirms that the present model works well for wave refraction and diffraction with strong wave focusing.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Berkhoff, J. C. W., Booij, N., and Raddar, A. C. ( 1982). “Verification of numerical wave propagation models for simple harmonic water waves.” Coast. Engrg., 6, 255–279.
2.
Brandt, A. ( 1977). “Multi-level adaptive solutions to boundary-value problems.” Math. of Computation, 31(138), 333–390.
3.
Broeze, M. ( 1993). “Numerical modelling of nonlinear free surface waves with a 3D panel method.” PhD thesis, University of Twente, Twente, The Netherlands.
4.
Chorin, A. J. ( 1968). “Numerical solution of the Navier-Stokes equations.” Math. of Computation, 22, 745–762.
5.
Courant, R., Friedrichs, K. O., and Lewy, M. ( 1928). “Uber die Differenzengleichungen der Mathematischen Physik.” Math Ann., 100, 32–76.
6.
Famer, J., Martinelli, L., and Jameson, A. ( 1994). “Fast multigrid method for solving incompressible hydrodynamic problems with free surface.” AIAA J., 32, 1175–1182.
7.
Ferziger, J. H., and Peric, M. I. ( 1997). Computational methods for fluid dynamics, Springer, Berlin.
8.
Gobbi, M. F., and Kirby, J. T. ( 1996). “A fourth order Boussinesq-type wave model.” Proc., 25th Int. Conf. on Coast. Engrg., ASCE, New York, 1116–1129.
9.
De Haas, P. C. A. ( 1996). “Numerical simulation of nonlinear water waves using a panel method; domain decomposition and applications.” PhD thesis, University of Twente, Twente, The Netherlands.
10.
De Haas, P. C. A., and Dingemans, M. W. ( 1998). “Simulation of nonlinear wave deformation by a shoal in 3D.” Proc., 26th Int. Conf. on Coast. Engrg., ASCE, Reston, Va., 670–681.
11.
Hino, T. ( 1997). “An unstructured grid method for incompressible viscous flows with a free surface.” AIAA-97-0862, American Institute of Aeronautics and Astronautics, Reston, Va., 1–10.
12.
Kennedy, A. B., and Fenton, J. D. ( 1997). “A fully-nonlinear 3D method for the computation of wave propagation.” Proc., 25th Int. Conf. on Coast. Engrg., Orlando.
13.
Lax, P. D., and Wendroff, B. ( 1960). “Systems of conservation laws.” Comm. Pure Appl. Math., 13, 217–237.
14.
Li, B. ( 1994). “An evolution for water waves.” Coast. Engrg., 23, 227–242.
15.
Li, B., and Fleming, C. A. ( 1997). “A three dimensional multigrid model for fully nonlinear water waves.” Coast. Engrg., 30, 235–258.
16.
Li, B., and Fleming, C. A. ( 1999). “Modified mild-slope equations for wave propagation.” Water, Maritime and Energy: Proc., Inst. of Civ. Engrs., Institution of Civil Engineers, London, 136, 43–60.
17.
Lin, P., and Liu, P. L.-F. ( 1998). “A numerical study of breaking waves in the surf zone.” J. Fluid Mech., 359, 239–264.
18.
Luke, J. C. ( 1967). “A variational principle for a fluid with a free surface.” J. Fluid Mech., 27, 395–397.
19.
Luth, H. R., Klopman, G., and Kitou, N. ( 1994). “Projects 13G: kinematics of waves breaking partially on an offshore bar: LVD measurements for waves without a net onshore current.” Tech. Rep. H1573, Delft Hydraulics, Delft, The Netherlands.
20.
MacCormack, R. W. ( 1969). “The effect of viscosity in hypervelocity impact cratering.” AIAA Paper No. 69-354, American Institute of Aeronautics and Astronautics, Reston, Va.
21.
Madsen, P. A., Murray, R., and Sørensen, O. R. ( 1991). “A new form of the Boussinesq equations with improved linear dispersion characteristics (Part 1).” Coast. Engrg., 15, 371–388.
22.
Madsen, P. A., and Sørensen, O. R. ( 1992). “A new form of the Boussinesq equations with improved linear dispersion characteristics (Part 2).” Coast. Engrg., 18, 183–204.
23.
Madsen, P. A., Banijamali, B., Schaffer, H. A., and Sorenson, O. R. ( 1997). “Boussinesq type equations with high accuracy in dispersion and nonlinearity.” Proc., 25th Int. Conf. on Coast. Engrg., ASCE, Reston, Va., 95–108.
24.
Madsen, P. A., and Schaffer, H. A. ( 1998). “Higher order Boussinesq-type equations for surface gravity waves—derivation and analysis.” Proc. Royal Soc. A, London, 359, 1–59.
25.
Mavriplis, D. J. ( 1995). “Multigrid techniques for unstructured mesh methods in CFD.” Numer. Methods for Fluid Dyn., 5.
26.
Mayer, S., Garapon, A., and Sorensen, L. S. ( 1997). “Finite volume solutions to unsteady free surface flow with application to gravity waves.” Coast. Dyn. '97, ASCE, Reston, Va., 118–127.
27.
Mayer, S., Garapon, A., and Sorensen, L. S. ( 1998). “A fractional step method for unsteady free-surface flow with applications to non-linear wave dynamics.” Int. J. Numer. Methods in Fluids, 28, 193–315.
28.
Nwogu, O. (1993). “Alternative form of Boussinesq equations for nearshore wave propagation.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 119, 618–638.
29.
Peiro, J., and Sayma, A. I. ( 1995). “A 3-D unstructured multigrid Navier-Stokes solver.” Numer. Methods for Fluid Dyn., 5.
30.
Peyret, R., and Taylor, T. D. ( 1983). Computation methods for fluid flow, Springer, New York.
31.
Romate, J. E. ( 1989). “The numerical simulation of nonlinear gravity waves in three dimensions using a higher order panel method.” PhD thesis, University of Twente, Twente, The Netherlands.
32.
Sommerfeld, A. ( 1949). Partial differential equations in physics, Academic, New York.
33.
Temam, R. ( 1969). “Projection methods for solving sparse linear systems.” The Comp. J., 12(1), 77–80.
34.
Thomas, J. L. ( 1995). “A perspective of computational fluid dynamics research at NASA.” Numer. Methods for Fluid Dyn., 5.
35.
Voke, P. R., and Yang, Z. ( 1995). “Hybrid Fourier-multigrid pressure solution for Navier-Stokes simulations.” Numer. Methods for Fluid Dyn., 5.
36.
Wang, P., Yao, Y., and Tulin, M. ( 1995). “An efficient numerical tank for nonlinear water waves based on the multi-subdomain approach with BEM.” Int. J. Numer. Methods in Fluids, 20, 1315–1336.
37.
Wei, G., Kirby, J. T., Grilli, S. T., and Subramanya R. ( 1995). “A fully nonlinear Boussinesq model for surface waves. I: Highly nonlinear unsteady waves.” J. Fluid Mech., 294, 71–92.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 127Issue 1February 2001
Pages: 16 - 25

History

Received: Nov 12, 1998
Published online: Feb 1, 2001
Published in print: Feb 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Member, ASCE
Dr., Sr. Res. Engr., Halcrow Maritime, Halcrow Group Ltd., Burderop Park, Swindon, Wiltshire, SN4 0QD, U.K. E-mail: [email protected]
Dr., Chief Executive, Halcrow Maritime, Halcrow Group Ltd., Burderop Park, Swindon, Wiltshire, SN4 0QD, U.K.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share