Encyclopedia of Modern Coral Reefs

2011 Edition
| Editors: David Hopley

Wave Set-Up

Reference work entry
DOI: https://doi.org/10.1007/978-90-481-2639-2_165

Definitions

Wave run-up. The vertical distance between the ocean (tide) level and the maximum height reached by the uprush of waves breaking on a beach or structure.

Wave set-up and set-down: Positive and negative changes in mean water level produced as waves shoal and break on beaches and reefs.

Wave thrust: A vertically integrated force per unit wave crest length produced by changes in wave momentum as waves propagate in shoaling and shallow water. It has two components; an isotropic pressure and a unidirectional force in the direction of wave propagation. Also known as radiation stress.

Shoaling. The process by which the wave height, length, celerity and other properties of the waves change as they travel from deep(er) water into shallow(er) water.

See also Chapter Waves and Wave-Driven Currents for definitions of other terms concerning waves.

Mathematical symbols are defined where they first appear in the text, or on a relevant figure. The subscript o refers to the deep water...

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Bibliography

  1. Amanaki, D., Imrie, J., Colleter, G., Foster, M., and Cummings, P., 2003. Wave setup induced damage to the Nafanua Harbour breakwaters, Eua, Kingdom of Tonga. In Coastal Engineering 2002: Proceedings 28th International Conference. Cardiff, Wales: World Scientific, Vol. 2, pp. 1633–1637.Google Scholar
  2. Ang, L. S., Sum, C. H. -Y., Baldock, T. E., Li, L., and Nielsen, P., 2004. Measurement and modelling of controlled beach groundwater levels under wave action. In Proceedings 15th Australasian Fluid Mechanics Conference. University of Sydney, CD-ROM.Google Scholar
  3. Bowen, A. J., Inman, D. L., and Simmons, V. P., 1968. Wave “set-down” and set-up. Journal Geophysical Research, 73, 2569–2577.Google Scholar
  4. Dean, R. G., and Walton, T. L., 2009. Wave set-up. In Kim, Y. C. (ed.), Handbook of Coastal and Ocean Engineering. Singapore: World Scientific, pp. 1–23.Google Scholar
  5. Gourlay, M. R., 1992. Wave set-up and beach water table: Interaction between surf zone hydraulics and groundwater hydraulics. Coastal Engineering, 17, 93–144.Google Scholar
  6. Gourlay, M. R., 1996a. Wave set-up on coral reefs. 1. Set-up and wave-generated flow on an idealised two dimensional horizontal reef. Coastal Engineering, 27, 161–193.Google Scholar
  7. Gourlay, M. R., 1996b. Wave set-up on coral reefs. 2. Set-up on reefs with various profiles. Coastal Engineering, 28, 17–55.Google Scholar
  8. Gourlay, M. R., 1997. Wave set-up on coral reefs: Some practical applications. In Proceedings 13th Australasian Coastal and Ocean Engineering Conference and 6th Australasian Port and Harbour Conference. University of Canterbury, N. Z., Centre for Advanced Engineering, Vol. 2, pp. 959–964.Google Scholar
  9. Hearn, C. J., Hatcher, B. G., Masini, R. J., and Simpson, C. J., 1986. Oceanographic processes on the Ningaloo Coral Reef, Western Australia. University of Western Australia, Centre for Water Research, Report Number: ED-86–171.Google Scholar
  10. Jaffe, B. E., and Richmond, B. M., 1993. Overwash variability on the shoreline of Guam during typhoon Rus. In Proceedings Seventh International Coral Reef Symposium. Guam, 1992: University of Guam Press, Vol. 1, pp. 257–264.Google Scholar
  11. Jago, O. K., Kench, P. S., and Brander, R. W., 2006. Field observations of wave-driven water-level gradients across a coral reef flat. Journal of Geophysical Research, 112, C06027.Google Scholar
  12. Longuet-Higgins, M. S., and Stewart, R. W., 1964. Radiation stress in water waves, a physical discussion with applications. Deep-Sea Research, 11, 529–562.Google Scholar
  13. Massel, S. R., and Gourlay, M. R., 2000. On the modelling of wave breaking and set-up on coral reefs. Coastal Engineering, 39, 1–27.Google Scholar
  14. Munk, W. H., and Sargent, M. C., 1954. Adjustment of Bikini Atoll to ocean waves. U.S. Geological Survey Professional Paper, 260-C, 275–280.Google Scholar
  15. Nakasa, E., and Hino, M., 1990. Reef-zone disaster caused by bore-like surf beat. Coastal Engineering in Japan, 33, 49–61.Google Scholar
  16. Nielsen, P., 2009. Coastal and Estuarine Processes. Advanced Series on Ocean Engineering. Singapore: World Scientific, Vol. 29.Google Scholar
  17. Nielsen, P., 1999. Simple equipment for coastal engineering research and teaching. In Proceedings 5th International Conference on Coastal and Port Engineering in Developing Countries. Cape Town, South Africa, pp. 1029–1037.Google Scholar
  18. Nielsen, P., 2009. Coastal and Estuarine Processes. World Scientific, Advanced Series on Ocean Engineering – Vol. 29.Google Scholar
  19. Nwogu, O., and Demirbilek, Z., 2009. Nonlinear wave transformation and runup over fringing coral reefs. In Coastal Engineering 2008: Proceedings 31st International Conference. Hamburg, Germany: World Scientific, Vol. 1, pp. 242–254.Google Scholar
  20. Roberts H. H., 1981. Physical processes and sediment flux through reef-lagoon systems. In Proceedings 17th International Coastal Engineering Conference. Sydney, 1980. American Society of Civil Engineers, Vol. 1, pp. 946–962.Google Scholar
  21. Seelig, W. N., 1983. Laboratory study of reef-lagoon system hydraulics. Journal Waterways, Port, Coastal and Ocean Engineering, 109, 380–391.Google Scholar
  22. Skotner, C., and Apelt, C. J., 1999. Application of a Boussinesq model for the computation of breaking waves Part 2: Wave-induced setdown and setup on a submerged coral reef. Ocean Engineering, 26, 927–947.Google Scholar
  23. Tait, R. J., 1972. Wave set-up on coral reefs. Journal Geophysical Research, 77, 2207–2211.Google Scholar
  24. Von Arx, W. S., 1954. Circulation systems in Bikini and Rongelap Lagoons. U.S. Geological Survey Professional Paper, 260-B, 265–273.Google Scholar

Copyright information

© Springer Science+Business Media B.V. 2011

Authors and Affiliations

  1. 1.School of Civil EngineeringThe University of QueenslandBrisbaneAustralia