Effect of roughness formulation on the performance of a coupled wave, hydrodynamic, and sediment transport model

dc.contributor.author Ganju, Neil K.
dc.contributor.author Sherwood, Christopher R.
dc.date.accessioned 2010-06-08T14:54:37Z
dc.date.available 2010-06-08T14:54:37Z
dc.date.issued 2010-03-27
dc.description This paper is not subject to U.S. copyright. The definitive version was published in Ocean Modelling 33 (2010): 299-313, doi:10.1016/j.ocemod.2010.03.003. en_US
dc.description.abstract A variety of algorithms are available for parameterizing the hydrodynamic bottom roughness associated with grain size, saltation, bedforms, and wave–current interaction in coastal ocean models. These parameterizations give rise to spatially and temporally variable bottom-drag coefficients that ostensibly provide better representations of physical processes than uniform and constant coefficients. However, few studies have been performed to determine whether improved representation of these variable bottom roughness components translates into measurable improvements in model skill. We test the hypothesis that improved representation of variable bottom roughness improves performance with respect to near-bed circulation, bottom stresses, or turbulence dissipation. The inner shelf south of Martha’s Vineyard, Massachusetts, is the site of sorted grain-size features which exhibit sharp alongshore variations in grain size and ripple geometry over gentle bathymetric relief; this area provides a suitable testing ground for roughness parameterizations. We first establish the skill of a nested regional model for currents, waves, stresses, and turbulent quantities using a uniform and constant roughness; we then gauge model skill with various parameterization of roughness, which account for the influence of the wave-boundary layer, grain size, saltation, and rippled bedforms. We find that commonly used representations of ripple-induced roughness, when combined with a wave–current interaction routine, do not significantly improve skill for circulation, and significantly decrease skill with respect to stresses and turbulence dissipation. Ripple orientation with respect to dominant currents and ripple shape may be responsible for complicating a straightforward estimate of the roughness contribution from ripples. In addition, sediment-induced stratification may be responsible for lower stresses than predicted by the wave–current interaction model. en_US
dc.description.sponsorship Funding was provided through the Office of Naval Research Ripples DRI and U.S. Geological Survey Coastal and Marine Geology Program. en_US
dc.format.mimetype application/pdf
dc.identifier.citation Ocean Modelling 33 (2010): 299-313 en_US
dc.identifier.doi 10.1016/j.ocemod.2010.03.003
dc.identifier.uri https://hdl.handle.net/1912/3602
dc.language.iso en_US en_US
dc.publisher Elsevier B.V. en_US
dc.relation.uri https://doi.org/10.1016/j.ocemod.2010.03.003
dc.subject Sediment transport en_US
dc.subject Roughness en_US
dc.subject Bottom-boundary layer en_US
dc.subject Model skill en_US
dc.title Effect of roughness formulation on the performance of a coupled wave, hydrodynamic, and sediment transport model en_US
dc.type Article en_US
dspace.entity.type Publication
relation.isAuthorOfPublication 05713874-c41d-4e31-a700-0fcb8bfce409
relation.isAuthorOfPublication 1150b803-3331-4c73-b97b-b08bbd3db196
relation.isAuthorOfPublication.latestForDiscovery 05713874-c41d-4e31-a700-0fcb8bfce409
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