Remote sensing of breaking wave phase speeds with application to non-linear depth inversions

被引:84
作者
Catalan, Patricio A. [1 ]
Haller, Merrick C. [1 ]
机构
[1] Oregon State Univ, Sch Civil & Construct Engn, Coastal & Ocean Engn Program, Corvallis, OR 97331 USA
关键词
phase speeds; surf zone; breaking waves; depth inversions; remote sensing;
D O I
10.1016/j.coastaleng.2007.09.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A number of existing models for surface wave phase speeds (linear and non-linear, breaking and non-breaking waves) are reviewed and tested against phase speed data from a large-scale laboratory experiment. The results of these tests are utilized in the context of assessing the potential improvement gained by incorporating wave non-linearity in phase speed based depth inversions. The analysis is focused on the surf zone, where depth inversion accuracies are known to degrade significantly. The collected data includes very high-resolution remote sensing video and surface elevation records from fixed, in-situ wave gages. Wave phase speeds are extracted from the remote sensing data using a feature tracking technique, and local wave amplitudes are determined from the wave gage records and used for comparisons to non-linear phase speed models and for nonlinear depth inversions. A series of five different regular wave conditions with a range of non-linearity and dispersion characteristics are analyzed and results show that a composite dispersion relation, which includes both non-linearity and dispersion effects, best matches the observed phase speeds across the domain and hence, improves surf zone depth estimation via depth inversions. Incorporating non-linearity into the phase speed model reduces errors to O(10%), which is a level previously found for depth inversions with small amplitude waves in intermediate water depths using linear dispersion. Considering the controlled conditions and extensive ground truth, this appears to be a practical limit for phase speed-based depth inversions. Finally, a phase speed sensitivity analysis is performed that indicates that typical nearshore sand bars should be resolvable using phase speed depth inversions. However, increasing wave steepness degrades the sensitivity of this inversion method. (c) 2007 Elsevier B.V All rights reserved.
引用
收藏
页码:93 / 111
页数:19
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