Definition
Depth of disturbance, is the depth to which wave action can be expected to disturb the underlying bottom sediment. Sources of disturbance other than wind waves are not discussed. The sediment is considered to be unconsolidated particles in the sand size range.
Background
The approach adopted is to develop analytic expressions to estimate the depth of disturbance through the use of the velocity ratio,
where u −h max is the maximum near-bottom orbital velocity of the wave and u crit is the critical velocity required to initiate sediment movement under the wave. If U is greater than 1.0, then movement of the sediment would be expected; if U is less than 1.0, sediment movement would not be expected. Ahrens and Hands (1998) found the parameter U very effective for distinguishing between beach erosion/accretion events. For shallow water conditions, u −h max will be estimated using Stream Function Wave Theory (SFWT), Dean (1974). For deep water, u -h maxwill be estimated...
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Ahrens, J.P., and Hands, E.B., 1998. Parameterizing beach erosion/ accretion conditions. Proceedings of the 26th Coastal Engineering Conference, American Society of Civil Engineers, 2, pp. 2382–2394.
Dean, R.G., 1974. Evaluation and development of water wave theories for engineering application; Volume I—Presentation of research results; Volume II—Tabulation of dimensionless stream-function variables. Fort Belvoir, VA: Coastal Engineering Research Center Special Report No. 1.
Hallermeier, R.J., 1980. Sand motion initiation by water waves: two asymptotes. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE 106(WW3): 299–318.
Cross-references
Beach Erosion
Beach Processes
Beach Sediment Characteristics
Depth of Closure on Sandy Coasts
Waves
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Ahrens, J.P. (2005). Depth of Disturbance. In: Schwartz, M.L. (eds) Encyclopedia of Coastal Science. Encyclopedia of Earth Science Series. Springer, Dordrecht. https://doi.org/10.1007/1-4020-3880-1_117
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DOI: https://doi.org/10.1007/1-4020-3880-1_117
Publisher Name: Springer, Dordrecht
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