DISCUSSIONS AND CLOSURES
May 1, 2008

Discussion of “Maximum Fluid Forces in the Tsunami Runup Zone” by Harry Yeh

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Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 134, Issue 3
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References

Carrier, G. F., Wu, T. T., and Yeh, H. (2003). “Tsunami runup and draw-down on a plane beach.” J. Fluid Mech., 62, 97–109.
Chanson, H., Aoki, S., and Maruyama, M. (2003). “An experimental study of tsunami runup on dry and wet horizontal coastlines.” Sci. Tsunami Hazards, 20(5), 278–293.
Hallam, M. G., Heaf, N. S., and Wootton, L. R. (1978). “Dynamics of marine structures.” Rep. UR8, CIRIA Underwater Engineering Group, October 1978.
Hughes, S. A. (2004). “Estimation of wave runup on smooth, impermeable slopes using the wave momentum flux parameter.” Cost Eng., 51, 1085–1104.
Iwagaki, Y., Asano, T., and Nagai, F. (1983). “Hydrodynamic forces on a circular cylinder placed in wave-current co-existing fields.” Mem. Fac. Eng., Kyoto Univ., XLV(1), 11–23.
Korteweg, D. J., and de Vries, D. (1895). “On the change of form of long waves advancing in a rectangular canal, and on a new type of long stationary waves.” Phil. Mag., 5th ser., 39, 422–443.
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Okada, T., Sugano, T., Ishikawa, T., and Ohgi, T. (2004). “Structural design method for tsunami.” No. 2 design Method, Building Letter No. 465, pp. 1–8.
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Shen, M. C., and Meyer, R. E. (1963). “Climb of a bore on a beach. Part 3: Run-up.” J. Fluid Mech., 16, 113–125.
Synolakis, C. E. (1987). “The runup of solitary waves.” J. Fluid Mech., 185, 523–545.
United Nations Environment Programme (UNEP). (2006). After the Tsunami—Rapid environmental assessment, Nairobi, Kenya.
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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 134Issue 3May 2008
Pages: 199 - 200

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Published online: May 1, 2008
Published in print: May 2008

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Dilip K. Barua, Ph.D., M.ASCE [email protected]
P.Eng.
715 North Dr. E., Melbourne, FL 32934. E-mail: [email protected]

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