ERDC/CHL CHETN-III-70
July 2005
and Sea Grant. Special thanks to Mr. John Ahrens and Dr. Jentsje van der Meer, INFRAM, for
providing their original irregular wave runup data.
REFERENCES
Ahrens, J. P., and Heimbaugh, M. S. 1988. "Approximate upper limit of irregular wave runup on riprap," Technical
Report CERC-88-5, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center,
Vicksburg, MS.
de Waal, J. P., and van der Meer, J. W. (1992). "Wave runup and overtopping on coastal structures," Proceedings of the
23rd International Coastal Engineering Conference, American Society of Civil Engineers, 2, 1758-1771.
Headquarters, U.S. Army Corps of Engineers. (2001). Coastal Engineering Manual, EM 1110-2-1100, Washington, DC.
Hughes, S. A. (2003a). "Wave momentum flux parameter for coastal structure design," ERDC/CHL CHETN-III-67,
U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Hughes, S. A. (2003b). "Estimating irregular wave runup on smooth, impermeable slopes," ERDC/CHL CHETN-III-68,
U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Hughes, S. A. (2004a). "Wave momentum flux parameter: A descriptor for nearshore waves," Coastal Engineering.
Elsevier, 51(11), 1067-1084.
Hughes, S. A. (2004b). "Estimation of wave run-up on smooth, impermeable slopes using the wave momentum flux
parameter," Coastal Engineering. Elsevier, 51(11), 1085-1104.
van der Meer, J. W., and Stam, C. M. (1992). "Wave runup on smooth and rough slopes of coastal structures," Journal of
Waterway, Port, Coastal, and Ocean Engineering, American Society of Civil Engineers, 118(5), 534-550.
NOTE: The contents of this technical note are not to be used for advertising, publication,
or promotional purposes. Citation of trade names does not constitute an official
endorsement or approval of the use of such products.
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