Technical Papers
May 16, 2019

Wave-Height Dissipation and Undertow of Spilling Breakers over Beaches of Varying Slopes

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 145, Issue 5

Abstract

Spilling breaking over beach profiles of varying slopes was studied numerically using an immersed-boundary/level-set method where both the bed profile and the free surface were immersed in a Cartesian grid. The combined water/air flow was governed by the incompressible Navier-Stokes equations and a Smagorinsky model for the subgrid scale stresses. The numerical model was validated by comparison to experimental data of waves breaking over a constant-slope beach. The examined beach profiles consisted of an outer region where the slope was constant and an inner region, which included the breaking point and the surf zone, where the slope was varying and the bed shape was concave. Eight cases were examined, and the main results are: (a) the decay coefficient of the wave-energy flux in the surf zone is correlated to the beach slope in the outer region; (b) the vorticity generation at the free surface and its distribution in the surf zone, as well as the intrawave velocity, the streaming boundary layer, and the undertow in the surf zone, are affected significantly by the varying slope in the inner region only for the cases of milder beach slope in the outer region; and (c) the effect of the normalized eddy-viscosity of the mean flow in the surf zone on the undertow profile is of the same order to the effect of the normalized net momentum gradient.

Get full access to this article

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

Acknowledgments

This paper is part of the research project ARISTEIA I—1718, implemented within the framework of the Education and Lifelong Learning program, and cofinanced by the European Union (European Social Fund) and Hellenic Republic funds. This work was supported by computational time granted from the Greek Research & Technology Network (GRNET) in the National HPC facility ARIS under project ID CoastHPC.

References

Balaras, E. 2004. “Modeling complex boundaries using an external force field on fixed Cartesian grids in large-eddy simulations.” Comput. Fluids 33 (3): 375–404. https://doi.org/10.1016/S0045-7930(03)00058-6.
Bradford, S. F. 2000. “Numerical simulation of surf zone dynamics.” J. Waterway, Port, Coastal Ocean Eng. 126 (1): 1–13. https://doi.org/10.1061/(ASCE)0733-950X(2000)126:1(1).
Bruun, P. 1954. Coast erosion and the development of beach profiles. Beach Erosion Board. Technical Memorandum Rep. No. 44. Washington, DC: US Army Corps of Engineers.
Chang, K. A., and P. L. F. Liu. 1999. “Experimental investigation of turbulence generated by breaking waves in water of intermediate depth.” Phys. Fluids 11 (11): 3390–3400. https://doi.org/10.1063/1.870198.
Chella, M. A., H. Bihs, D. Myrhaug, and M. Muskulus. 2015. “Breaking characteristics and geometric properties of spilling breakers over slopes.” Coastal Eng. 95 (Jan): 4–19. https://doi.org/10.1016/j.coastaleng.2014.09.003.
Christensen, E. D. 2006. “Large eddy simulation of spilling and plunging breakers.” Coastal Eng. 53 (5–6): 463–485. https://doi.org/10.1016/j.coastaleng.2005.11.001.
Christensen, E. D., and R. Deigaard. 2001. “Large eddy simulation of breaking waves.” Coastal Eng. 42 (1): 53–86. https://doi.org/10.1016/S0378-3839(00)00049-1.
Cox, D. T., N. Kobayashi, and A. Okayasu. 1996. “Bottom shear stress in the surf zone.” J. Geophys. Res. Oceans 101 (C6): 14337–14348. https://doi.org/10.1029/96JC00942.
Dabiri, D., and M. Gharib. 1997. “Experimental investigation of the vorticity generation within a spilling water wave.” J. Fluid Mech. 330 (Jan): 113–139. https://doi.org/10.1017/S0022112096003692.
Dally, W. R., R. G. Dean, and R. A. Dalrymple. 1985. “Wave height variation across beaches of arbitrary profile.” J. Geophys. Res. Oceans 90 (C6): 11917–11927. https://doi.org/10.1029/JC090iC06p11917.
De Serio, F., and M. Mossa. 2006. “Experimental study on the hydrodynamics of regular breaking waves.” Coastal Eng. 53 (1): 99–113. https://doi.org/10.1016/j.coastaleng.2005.09.021.
Dean, R. G. 1977. Equilibrium beach profiles: US Atlantic and Gulf coasts. Ocean Engineering Rep. No. 12. Newark, DE: Dept. of Civil Engineering, Univ. of Delaware.
Dean, R. G. 1991. “Equilibrium beach profiles: Characteristics and applications.” J. Coastal Res. 7 (1): 53–84.
DHI. 2017. MIKE WS wave analysis tools. User guide. Hørsholm, Denmark: DHI Water & Environment.
Dimakopoulos, A. S., and A. A. Dimas. 2011. “Large-wave simulation of three dimensional, cross-shore and oblique, spilling breaking on constant slope beach.” Coastal Eng. 58 (8): 790–801. https://doi.org/10.1016/j.coastaleng.2011.04.002.
Hansen, J. A., and I. A. Svendsen. 1984. “A theoretical and experimental study of undertow.” In Proc., 19th Int. Conf. Coastal Eng., 2246–2262. Reston, VA: ASCE.
Hieu, P. D., K. Tanimoto, and V. T. Ca. 2004. “Numerical simulation of breaking waves using a two-phase flow model.” Appl. Math. Modell. 28 (11): 983–1005. https://doi.org/10.1016/j.apm.2004.03.003.
Horikawa, K., and C. T. Kuo. 1966. “A study of wave transformation inside surf zone.” In Proc., 10th Int. Conf. Coastal Eng., 217–233. Reston, VA: ASCE.
Huang, Z. C., H. H. Hwung, S. C. Hsiao, and K. A. Chang. 2010. “Laboratory observation of boundary layer flow under spilling breakers in surf zone using particle image velocimetry.” Coastal Eng. 57 (3): 343–357. https://doi.org/10.1016/j.coastaleng.2009.11.004.
Hughes, S. A. 1993. Physical models and laboratory techniques in coastal engineering. Vol. 7 of Advanced series on ocean engineering. Singapore: World Scientific. https://doi.org/10.1142/2154.
Iafrati, A. 2011. “Energy dissipation mechanisms in wave breaking processes: Spilling and highly aerated plunging breaking events.” J. Geophys. Res. Oceans 116 (C7): 1–22. https://doi.org/10.1029/2011JC007038.
Inman, D. L., M. H. S. Elwany, and S. A. Jenkins. 1993. “Shorerise and bar-berm profiles on ocean beaches.” J. Geophys. Res. Oceans 98 (C10): 18181–18199. https://doi.org/10.1029/93JC00996.
Isaacson, M. 1991. “Measurement of regular wave reflection.” J. Waterway, Port, Coastal Ocean Eng. 117 (6): 553–569. https://doi.org/10.1061/(ASCE)0733-950X(1991)117:6(553).
Jacobsen, N. G., D. R. Fuhrman, and J. Fredsøe. 2012. “A wave generation toolbox for the open-source CFD library: OpenFoam®.” Int. J. Num. Meth. Fluids 70 (9): 1073–1088. https://doi.org/10.1002/fld.2726.
Jara, M. S., M. González, and R. Medina. 2015. “Shoreline evolution model from a dynamic equilibrium beach profile.” Coastal Eng. 99 (May): 1–14. https://doi.org/10.1016/j.coastaleng.2015.02.006.
Jiang, G. S., and D. Peng. 2000. “Weighted ENO schemes for Hamilton-Jacobi equations.” SIAM J. Sci. Comput. 21 (6): 2126–2143. https://doi.org/10.1137/S106482759732455X.
Koutrouveli, T. I. 2018. “Numerical simulation of wave processes over beaches of varying slope and over zero-freeboard breakwaters.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Patras.
Larson, M. 1988. Quantification of beach profile change. Rep. No. 1008. Lund, Sweden: Dept. of Water Resources and Engineering, Univ. of Lund.
Larson, M., N. C. Kraus, and R. A. Wise. 1999. “Equilibrium beach profiles under breaking and non-breaking waves.” Coastal Eng. 36 (1): 59–85. https://doi.org/10.1016/S0378-3839(98)00049-0.
Lin, P., and P. L. F. Liu. 1998. “A numerical study of breaking waves in the surf zone.” J. Fluid Mech. 359 (Mar): 239–264. https://doi.org/10.1017/S002211209700846X.
Mansard, E. P. D., and E. R. Funke. 1980. “The measurement of incident and reflected spectra using a least squares method.” In Proc., 17th Int. Conf. Coastal Eng., 154–172. Reston, VA: ASCE.
Pope, S. B. 2000. Turbulent flows. Cambridge, UK: Cambridge University Press. https://doi.org/10.1017/CBO9780511840531.
Rood, E. P. 1994. “Interpreting vortex interactions with a free surface.” J. Fluids Eng. 116 (1): 91–94. https://doi.org/10.1115/1.2910248.
Sagaut, P. 2006. Large eddy simulation for incompressible flows. Berlin: Springer-Verlag. https://doi.org/10.1007/b137536.
Smagorinsky, J. 1963. “General circulation experiments with the primitive equations: I. The basic experiment.” Mon. Weather Rev. 91 (3): 99–164. https://doi.org/10.1175/1520-0493(1963)091%3C0099:GCEWTP%3E2.3.CO;2.
Stansby, P. K., and T. Feng. 2005. “Kinematics and depth-integrated terms in surf zone waves from laboratory measurement.” J. Fluid Mech. 529 (Apr): 279–310. https://doi.org/10.1017/S0022112005003599.
Sussman, M., P. Smereka, and S. Osher. 1994. “A level-set approach for computing solutions to incompressible two-phase flow.” J. Comput. Phys. 114 (1): 146–159. https://doi.org/10.1006/jcph.1994.1155.
Svendsen, I. A., and J. B. Hansen. 1988. “Cross-shore currents in surf-zone modelling.” Coastal Eng. 12 (1): 23–42. https://doi.org/10.1016/0378-3839(88)90013-0.
Svendsen, I. A., H. A. Schaffer, and J. B. Hansen. 1987. “The interaction between the undertow and the boundary layer flow on a beach.” J. Geophys. Res. Oceans 92 (C11): 11,845–11,856. https://doi.org/10.1029/JC092iC11p11845.
Ting, F. C. K., and J. T. Kirby. 1994. “Observation of undertow and turbulence in a laboratory surf zone.” Coastal Eng. 24 (1–2): 51–80. https://doi.org/10.1016/0378-3839(94)90026-4.
Ting, F. C. K., and J. T. Kirby. 1996. “Dynamics of surf-zone turbulence in a spilling breaker.” Coastal Eng. 27 (3–4): 131–160. https://doi.org/10.1016/0378-3839(95)00037-2.
van Driest, E. R. 1956. “On turbulent flow near a wall.” J. Aeronaut. Sci. 23 (11): 1007–1011. https://doi.org/10.2514/8.3713.
Watanabe, Y., H. Saeki, and R. J. Hosking. 2005. “Three-dimensional vortex structures under breaking waves.” J. Fluid Mech. 545 (Dec): 291–328. https://doi.org/10.1017/S0022112005006774.
Yang, J., and F. Stern. 2009. “Sharp interface immersed-boundary/level-set method for wave–body interactions.” J. Comput. Phys. 228 (17): 6590–6616. https://doi.org/10.1016/j.jcp.2009.05.047.
Zhao, Q., S. Armfield, and K. Tanimoto. 2004. “Numerical simulation of breaking waves by a multi-scale turbulence model.” Coastal Eng. 51 (1): 53–80. https://doi.org/10.1016/j.coastaleng.2003.12.002.
Zheng, J., and R. G. Dean. 1997. “Numerical models and intercomparisons of beach profile evolution.” Coastal Eng. 30 (3–4): 169–201. https://doi.org/10.1016/S0378-3839(96)00040-3.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 145Issue 5September 2019

History

Received: Aug 23, 2018
Accepted: Jan 23, 2019
Published online: May 16, 2019
Published in print: Sep 1, 2019
Discussion open until: Oct 16, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Athanassios A. Dimas, Ph.D., A.M.ASCE https://orcid.org/0000-0002-2652-5599 [email protected]
Professor, Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece (corresponding author). ORCID: https://orcid.org/0000-0002-2652-5599. Email: [email protected]
Theofano I. Koutrouveli, Ph.D. [email protected]
Postdoctoral Researcher, Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece. Email: [email protected]

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