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TECHNICAL PAPERS

A New Wave Dispersion Equation: Effects of Soil Characteristics

[+] Author and Article Information
D. S. Jeng

School of Engineering, Griffith University Gold Coast Campus, QLD 9726, Australiae-mail: d.jeng@mailbox.gu.edu.au

J. Offshore Mech. Arct. Eng 123(4), 177-181 (Jun 27, 2001) (5 pages) doi:10.1115/1.1408612 History: Received November 16, 2000; Revised June 27, 2001
Copyright © 2001 by ASME
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References

Figures

Grahic Jump Location
Distributions of modified wave pressure ratio Δp/(γwH/2) at the seabed surface versus nondimensional water depth d/Ld for various soil permeability. Solid lines denote G=5×107 N/m2, dashed lines denote G=5×107 N/m2m, and symbols are from 7.
Grahic Jump Location
Distributions of modified wave profile |η|/(H/2) versus x/L for various soil permeability. Solid lines denote G=5×107 N/m2, dashed lines denote G=5×107 N/m2m, and symbols are from 7.
Grahic Jump Location
Definition of wave-seabed interaction problem
Grahic Jump Location
Distributions of modified wavelength ratio L/Lo versus nondimensional water depth d/Ld for various soil permeability. Solid lines denote G=5×107 N/m2, dashed lines denote G=5×107 N/m2m, and symbols from 7.

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