1986
DOI: 10.1175/1520-0485(1986)016<1013:amfewd>2.0.co;2
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A Method for Estimating Wind-Driven Frictional, Time-Dependent, Stratified Shelf and Slope Water Flow

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Cited by 101 publications
(77 citation statements)
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“…Derivation and application of CTW theory are discussed extensively by Clarke and Van Gorder (1986) and will only be summarized briefly here. Time-dependent effects of alongshore wind stress are included in the model, along with rotation, continuous stratification, bottom slope, and weak bottom friction.…”
Section: ) Coastal Trapped Wave Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…Derivation and application of CTW theory are discussed extensively by Clarke and Van Gorder (1986) and will only be summarized briefly here. Time-dependent effects of alongshore wind stress are included in the model, along with rotation, continuous stratification, bottom slope, and weak bottom friction.…”
Section: ) Coastal Trapped Wave Modelmentioning
confidence: 99%
“…A linear CTW model is also used, which is forced by temporally and spatially variable winds along the coast but excludes the effects of complex topography, open-ocean forcing, wind stress curl, and the b effect. These limitations are less restrictive in the northern CCS than at locations farther south because the region lies north of latitudes where seasonal Rossby wave propagation occurs (Clarke and Shi 1991;Kelly et al 1993) and wind stress curl is relatively weak (Bakun and Nelson 1991). This model can be directly compared with observations and includes the basic ingredients in wind-driven theories of undercurrent generation: alongshore structure in wind stress, alongshore pressure gradients, and stratification.…”
Section: Introductionmentioning
confidence: 99%
“…(See Brink, 1982a. ) This is an improved version due to Clarke and Van Gorder (1985). Finally, at various points in the output, t~e contributions of u and v to wave kinetic energy, and of p and free-surface height to wave potential energy are given.…”
Section: Dmentioning
confidence: 99%
“…In this linear CTW framework, each mode propagates independently of the others, and is forced by the projection of the (wind) forcing on it. If the forcing and the resulting waves have a large enough length scale, the waves are non-dispersive and are governed by the so-called "first-order wave equation" (FOWE); see, for example, Clarke and Van Gorder (1986). Under this approximation, wave periods are in the range of several days to a few weeks and along-shelf motion scales are much longer than the shelf width.…”
Section: Introductionmentioning
confidence: 99%