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dc.creatorBratos, Steven Martin
dc.date.accessioned2012-06-07T22:47:56Z
dc.date.available2012-06-07T22:47:56Z
dc.date.created1997
dc.date.issued1997
dc.identifier.urihttps://hdl.handle.net/1969.1/ETD-TAMU-1997-THESIS-B73
dc.descriptionDue to the character of the original source materials and the nature of batch digitization, quality control issues may be present in this document. Please report any quality issues you encounter to digital@library.tamu.edu, referencing the URI of the item.en
dc.descriptionIncludes bibliographical references: p. 137-140.en
dc.descriptionIssued also on microfiche from Lange Micrographics.en
dc.description.abstractThe objective of this study is to assess the relative performance of a second generation (2G) model, WISWAVE (Hubertz 1992), and a third generation (3G) model, WAM (WAMDI 1988), in deep water. High-quality wind fields, with detailed spatial and temporal resolution, were used to force both models in an effort to isolate differences between their formulations. Even though previous studies (Cardone et al. 1996) have compared these models, this study is the first direct comparison where frequencies and directions have been discretized identically, no wind field interpolation was used and wave model grids are not nested. Five extra-tropical storm events which occurred along the US Atlantic coast were selected for comparison. All five historical wind fields were developed using kinematic analysis and objective techniques (Cardone 1992). These storm events were selected because of the availability of high-quality winds and their variety of conditions ranging from extreme events to more moderate and variable events characterized by sea and swell, shifting winds, and passage of cold fronts. Three of the storms occurred during the Surface Wave Dynamics Experiment (SWADE) (Weller et al. 1991) intensive operation periods (IOP) and are 1OP1, 1OP2, and 1OP3. The remaining two storms, the "Halloween Storm" and the "Storm of the Century", were significant events causing flooding and damage along the Atlantic seaboard. Each model was driven by identical wind fields, gridded to 1/2' latitude and longitude spatial resolution and 1-hour temporal resolution. Both models were run in the deepwater mode. Model results for these storms were compared to National Data Buoy Center (NDBC) buoy wave measurements. The analysis of the results is divided into three steps. First, a qualitative comparison is made between model predictions and buoy data for the mean parameters: significant wave height, mean wave period, peak wave period, peak wave direction, directional spreading coefficient, wind speed, and wind direction. Second, a series of statistical tests of the wave parameters was developed, including mean, bias, and RMS Error. In addition to the standard statistical parameters, a pattern correlation between model and measured 2-D spectra was presented.en
dc.format.mediumelectronicen
dc.format.mimetypeapplication/pdf
dc.language.isoen_US
dc.publisherTexas A&M University
dc.rightsThis thesis was part of a retrospective digitization project authorized by the Texas A&M University Libraries in 2008. Copyright remains vested with the author(s). It is the user's responsibility to secure permission from the copyright holder(s) for re-use of the work beyond the provision of Fair Use.en
dc.subjectocean engineering.en
dc.subjectMajor ocean engineering.en
dc.titleComparison between third and second generation ocean wave modelsen
dc.typeThesisen
thesis.degree.disciplineocean engineeringen
thesis.degree.nameM.S.en
thesis.degree.levelMastersen
dc.type.genrethesisen
dc.type.materialtexten
dc.format.digitalOriginreformatted digitalen


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