A study has been made into the average shape of large crests and troughs during several storms using wave elevation data from the WACSIS measurement program. The analysis techniques adopted were data-driven at all times, in order to test whether second-order wave theory could reproduce important features in the field data. The sea surface displayed obvious nonlinear behavior, reflected in the fact that the shapes of crests were always sharper and larger than their trough equivalents. Assuming that the dominant nonlinear correction is second order in the wave steepness (but without a knowledge of the detailed form of second-order theory), the average shapes of maxima in the underlying linear wave components were shown to match NewWave. This NewWave is the scaled auto-correlation function for a linear random process with the same power spectrum as the measured waves. Thus, NewWave was shown to be an acceptable model for the linear part of large waves on intermediate water depth (here ∼17 m). Assuming that NewWave is a good model for the linear part of large crests and troughs, a value for the second-order coefficient required to estimate crest elevation statistics was derived from the measured data for several storms. This coefficient was in good agreement with the results of the second-order random simulations of Forristall and Prevosto [1]. As well as studying vertical asymmetry, required for crest and trough statistics, horizontal asymmetry was examined using the Hilbert transform. Compared to a large amount of vertical asymmetry, the analysis showed that there was virtually no horizontal asymmetry for the bulk of the waves in the records. However, there is a very small degree of horizontal asymmetry exhibited in the largest waves in the records. Thus, given a surface elevation record, it is difficult to distinguish the direction of the time axis, again consistent with most of the nonlinearity being due to simple second-order bound waves.
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February 2004
Special Issue Technical Papers
Wave Statistics for Intermediate Depth Water—NewWaves and Symmetry
P. H. Taylor,
P. H. Taylor
Department of Engineering Science, University of Oxford, Parks Road, Oxford OX1 3PJ, U.K.
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B. A. Williams
B. A. Williams
Department of Engineering Science, University of Oxford, Parks Road, Oxford OX1 3PJ, U.K.
Search for other works by this author on:
P. H. Taylor
Department of Engineering Science, University of Oxford, Parks Road, Oxford OX1 3PJ, U.K.
B. A. Williams
Department of Engineering Science, University of Oxford, Parks Road, Oxford OX1 3PJ, U.K.
Contributed by the OOAE Division for publication in the JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING. Manuscript received October 2002; final revision, March 2003. Associate Editor: G. Forristall.
J. Offshore Mech. Arct. Eng. Feb 2004, 126(1): 54-59 (6 pages)
Published Online: March 2, 2004
Article history
Received:
October 1, 2002
Revised:
March 1, 2003
Online:
March 2, 2004
Citation
Taylor, P. H., and Williams , B. A. (March 2, 2004). "Wave Statistics for Intermediate Depth Water—NewWaves and Symmetry ." ASME. J. Offshore Mech. Arct. Eng. February 2004; 126(1): 54–59. https://doi.org/10.1115/1.1641796
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