1964
DOI: 10.3402/tellusa.v16i2.8921
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The structure of the Ekman layer for geostrophic flows with lateral shear

Abstract: A generalized Ekman flow is obtained for the boundary layer of a semi-infinite, rotating homogeneous fluid with lateral variation in the horizontal velocity components far from the boundary surface. The fields of motion considered include uni-directional motion with lateral shear, symmetric and elongated eddies, and cols. A solution for the first of these cases is obtained to fifth order: for the others, t o second order. In all cases the magnitude of the vertical velocities induced by convergence in the bound… Show more

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Cited by 11 publications
(4 citation statements)
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“…Following Benton et al . [], we assume a solution of the form: true(u,v,wtrue)true(r,z,ttrue)=true(rUtrue(z,ttrue),rVtrue(z,ttrue),Wtrue(z,ttrue)true),ptrue(r,z,ttrue)=Ptrue(z,ttrue)+12Gtrue(ttrue)r2. …”
Section: Nonlinear Ekman Layermentioning
confidence: 99%
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“…Following Benton et al . [], we assume a solution of the form: true(u,v,wtrue)true(r,z,ttrue)=true(rUtrue(z,ttrue),rVtrue(z,ttrue),Wtrue(z,ttrue)true),ptrue(r,z,ttrue)=Ptrue(z,ttrue)+12Gtrue(ttrue)r2. …”
Section: Nonlinear Ekman Layermentioning
confidence: 99%
“…To understand the effects of centrifugal forces on pumping velocity conceptually, we consider a nonlinear Ekman layer in a simple setting, following previous studies on the von K arm an swirling flow problem [e.g., Rogers and Lance, 1960;Benton et al, 1964;Zandbergen and Dijkstra, 1987]. We consider a horizontally infinite homogeneous fluid in cylindrical coordinates (r, h, z), and assume idealized wind stress s5ðs r ; s h Þ5ð0; q 0 TrÞ and eddy viscosity m 5 m(z), where q 0 is the reference density and T is half the wind stress curl (note q 0 21 r3s52T).…”
Section: Theoretical Analysismentioning
confidence: 99%
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