Nonlinear Wave Calculations for Engineering Applications

[+] Author and Article Information
George Z. Forristall

Shell Global Solutions International, 2280 AB Rijswijk, The Netherlandse-mail: g.forristall@siep.shell.com

J. Offshore Mech. Arct. Eng 124(1), 28-33 (Sep 13, 2001) (6 pages) doi:10.1115/1.1423912 History: Received August 03, 2000; Revised September 13, 2001
Copyright © 2002 by ASME
Your Session has timed out. Please sign back in to continue.



Grahic Jump Location
Normalized crest height ratios for mean JONSWAP spectra. The spectral steepness is 0.01 for the bottom pair of curves and 0.07 for the top pair.
Grahic Jump Location
Conventional and phase modulation solutions for a short wave on a long wave. The solid line shows the first order solution, the dashed line the conventional second order solution, and the line with dots the phase modulation solution.
Grahic Jump Location
Comparison of measured and predicted horizontal velocities 0.1 m above mean water level in a two dimensional laboratory experiment
Grahic Jump Location
Horizontal and vertical velocity at the wave surface near an extreme crest. Dots are from the numerical wave tank solution and the lines are from the Creamer transform.
Grahic Jump Location
Horizontal velocities under the crest of a 26 m, 13.5 sec. wave in 44 m water depth




Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In