S.A. Hughes / Coastal Engineering 51 (2004) 10851104
1103
Li, Y., Raichlen, F., 2001. Solitary Wave Runup on Plane
Battjes, J.A. 1974b. Computation of set-up, longshore currents,
Slopes. Journal of Waterway, Port, Coastal, and Ocean
run-up and overtopping due to wind-generated waves, Report
Engineering, vol. 127, no. 1. American Society of Civil
74-2, Committee on Hydraulics, Department of Civil
Engineers, pp. 33 44.
Engineering, Delft University of Technology, Delft, The
Li, Y., Raichlen, F., 2002. Non-breaking and breaking solitary wave
Netherlands.
run-up. Journal of Fluid Mechanics, vol. 456. Cambridge
Beach Erosion Board, 1961. bShore protection planning and
University Press, United Kingdom, pp. 295 318.
design,Q Technical Report No. 4, Beach Erosion Board, Office
Li, Y., Raichlen, F., 2003. Energy balance model for breaking
of the Chief of Engineers, Washington, DC.
solitary wave runup. Journal of Waterway, Port, Coastal, and
Briggs, M.J., Synolakis, C.E., Harkins, G.S., Hughes, S.A., 1995.
Ocean Engineering, vol. 129, no. 2. American Society of Civil
Large-scale, three-dimensional laboratory measurements of
Engineers, pp. 47 59.
tsunami inundation. Tsunamis: Progress in Prediction,
Longuet-Higgins, M.S., Stewart, R.W., 1964. Radiation
Disaster Prevention and Warning. Kluwer Academic Publishers,
stresses in water waves: a physical discussion, with applica-
pp. 129 149.
tions. Deep-Sea Research, vol. 11. Pergamon Press, Great
Burcharth, H.F., Hughes, S.A., 2002. Fundamentals of design.
Britain, pp. 529 562.
In: S. Hughes (Ed.), Coastal Engineering Manual, Part VI,
Mase, H., 1989. Random wave runup height on gentle
Design of Coastal Project Elements, Chapter VI-5, Engineer
slope. Journal of Waterway, Port, Coastal, and Ocean
Manual 1110-2-1100. U.S. Army Corps of Engineers, Wash-
Engineering, vol. 115, no. 5. American Society of Civil
ington, DC.
Engineers, pp. 649 661.
Carrier, G.F., Wu, T.T., Yeh, H., 2003. Tsunami run-up and
Savage, R.P., 1958. Wave run-up on roughened and
draw-down on a plane beach. Journal of Fluid Mechanics,
permeable slopes. Journal of the Waterways and Harbors
vol. 475. Cambridge University Press, United Kingdom,
Division, vol. 84, no. WW3. American Society of Civil
pp. 79 99.
Engineers, pp. 1640-1 1640-38.
De Waal, J.P., Van Der Meer, J.W., 1992. Wave runup and
Saville Jr., T., 1955. bLaboratory data on wave run-up and
overtopping on coastal structures. Proceedings of the 23rd
overtopping on shore structure,Q Technical Memorandum No.
International Coastal Engineering Conference, vol. 2. American
64, Beach Erosion Board, U.S. Army Corps of Engineers,
Society of Civil Engineers, pp. 1758 1771.
Washington, DC.
Douglass, S.L., 1992. Estimating extreme values of run-up on
Saville Jr., T., 1956. Wave run-up on shore structures. Journal of the
beaches. Journal of Waterway, Port, Coastal, and Ocean
Waterways Division, vol. 82, no. WW2. American Society of
Engineering, vol. 118, no. 2. American Society of Civil
Civil Engineers, pp. 925-1 925-14.
Engineers, pp. 220 224.
Saville Jr., T., 1958. Wave run-up on composite slopes.
Granthem, K.N., 1953. bA model study of wave run-up on sloping
Proceedings of the 6th International Coastal Engineering
structures,Q Technical Report, Series 3, Issue 348, Institute of
Conference. American Society of Civil Engineers,
Engineering Research, University of California, Berkeley,
pp. 691 699.
California.
Shore Protection Manual, 1977. U.S. Army Engineer Waterways
Grqne, J., 1982. Wave run-up caused by natural storm
Experiment Station, 3rd ed. U.S. Government Printing Office,
surge. Proceedings of the 18th International Coastal Engi-
Washington, DC.
neering Conference, vol. 1. American Society of Civil
Shore Protection Manual, 1984. U.S. Army Engineer Waterways
Engineers, pp. 785 803.
Experiment Station, 4th ed. U.S. Government Printing Office,
Hall Jr., J.V., Watts, G.M., 1953. bLaboratory investigation of the
Washington, DC.
vertical rise of solitary waves on impermeable slopes,Q Technical
Smith, J.M., 2002. Surf Zone Hydrodynamics. In: Z. Demirbilek
Memorandum No. 33, Beach Erosion Board, U.S. Army Corps
(Ed.), Coastal Engineering Manual, Part II, Coastal Hydro-
of Engineers, Washington, DC.
dynamics, Chapter II-4, Engineer Manual 1110-2-1100. U.S.
Holman, R.A., 1986. Extreme value statistics for wave runup
Army Corps of Engineers, Washington, DC.
on a natural beach. Coastal Engineering, vol. 9, no. 6. Elsevier,
Sobey, R.J. 1998. bNonlinear wave theoryQ, Short Course Notes,
pp. 527 544.
U.S. Army Engineer Research and Development Center, Coastal
Hughes, S.A., 2004. Wave Momentum Flux Parameter: A Descrip-
and Hydraulics Laboratory, Vicksburg Mississippi, January
tor for Nearshore Waves, Coastal Engineering, in press.
1998.
Hunt, I.A., 1959. Design of seawalls and breakwaters. Journal of the
Stoa, P.N., 1978. Reanalysis of Wave Runup on Structures and
Waterways and Harbors Division, vol. 85, no. WW3. American
Beaches. U.S. Army Corps of Engineers Coastal Engineering
Society of Civil Engineers, pp. 123 152.
Research Center, Ft. Belvoir, VA. TP 78-2.
Iribarren, C.R., Nogales, C., 1949. Protection des Ports. XVIIth
Synolakis, C.E., 1986. bThe run-up of long waves,Q
International Navigation Congress, Section II, Communication. ,
PhD Thesis, California Institute of Technology, Pasadena,
pp. 31 80.
California.
Li, Y., 2000. bTsunamis: non-breaking and breaking solitary wave
Synolakis, C.E., 1987. The run-up of solitary waves. Journal of
run-up,Q Report No. KH-R-60, W. M. Keck Laboratory of
Fluid Mechanics vol. 185. Cambridge University Press, United
Hydraulics and Water Resources, California Institute of Tech-
Kingdom, pp. 523 545.
nology, Pasadena, California.
Previous Page
