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contributor authorJeseon Yoo
contributor authorHermann M. Fritz
contributor authorKevin A. Haas
contributor authorPaul A. Work
contributor authorChristopher F. Barnes
date accessioned2017-05-08T22:04:05Z
date available2017-05-08T22:04:05Z
date copyrightMarch 2011
date issued2011
identifier other%28asce%29ww%2E1943-5460%2E0000114.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70345
description abstractA process is described for computation of bathymetry in and near the surf zone, from spatially varying celerity and breakpoint location data. The procedure involves the use of three submodels: (1) a wave shoaling model (outside of the surf zone); (2) a wave breaking model (defining the offshore boundary of the surf zone); and (3) a wave dissipation model (inside the surf zone). Influence of wave amplitude on the wave dispersion relation and celerity is included. Output includes wave height and water depth throughout the domain. In the application described here, oblique digital video served as the initial data source, although the model could be applied to data derived from other sources. Results are compared with data recorded by in situ sensors and beach profile survey data acquired by traditional means. Results suggest that water depths can be computed within 15% normalized error (equally, less than 0.1 m in biased depth error) for in and near the surf zone characterized by high wave nonlinearity.
publisherAmerican Society of Civil Engineers
titleDepth Inversion in the Surf Zone with Inclusion of Wave Nonlinearity Using Video-Derived Celerity
typeJournal Paper
journal volume137
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000068
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 002
contenttypeFulltext


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