Solution
ID: past-exam-of-the-mathematics-course-of-the-university-of-cambridge/2016/iii/paper-333/1/solution
Past exam of the mathematics course of the University of Cambridge 2016 iii Paper 333 1 Solution by
Codex 0 Created 2026-10-03 Updated 2026-10-06
Use an upward vertical coordinate , constant mass density , and a positive Coriolis parameter ; the square-root formulas below assume the Northern Hemisphere. For a slab of thickness , the net force per unit horizontal area is . Dividing by its mass and including the Coriolis acceleration givesHere are the vertical shear stress components of the viscous stress tensor, so their boundary values require a signed traction convention. Linearization removes advective acceleration. Decompose the horizontal velocity into an exterior pressure response and an Ekman layer correction. On an f-plane these satisfyandThe exterior pressure response is in geostrophic balance when steady. For a surface Ekman layer with negligible stress at its base, its Ekman transport isIntegrating the continuity equation and imposing zero vertical boundary-layer velocity at the surface gives . Thus the base velocity, positive upward, isThe PDF prints the opposite sign. Its negative formula is correct for a velocity defined positive downward, but its stated momentum equations with use the upward-coordinate shear convention above. This sign must be accounted for when interpreting the subsequent pumping equation.
For constant kinematic viscosity, write and . The steady Ekman layer equation is . Taking the surface at and the ocean below it, the bounded surface Ekman layer solution isThe total velocity is . Prescribed wind stress determines the coefficient of this Ekman layer correction; it does not determine a relation between the wind and the independent pressure-driven velocity. An additional boundary condition is necessary for a laminar Ekman boundary stress law in terms of .
The two printed laminar stress formulas and the positive pressure-Laplacian pumping formula are instead the standard Bottom Ekman layer relations. To derive them consistently, put a stationary no-slip boundary condition at , with water at . ThenConsequentlyThese are shear stress values; the actual bottom traction on the fluid has the opposite sign. Integrating this Bottom Ekman layer gives and . Since the exterior geostrophic flow is horizontally nondivergent, the upward velocity above the bottom is . Using , yieldsThis recovers the requested magnitude and pressure dependence with a consistent bottom interpretation. The surface version would require its own specified boundary velocity and corresponding signs.
For Ekman spin-down in a shallow-water layer, let , , and . Upward bottom pumping enters the exterior linearized shallow water equations through . Taking the curl of their momentum equations gives , henceSlow geostrophic balance gives and . Therefore the intended damping equation isThe slow-adjustment assumption is , not the printed . The printed negative pumping term in continuity can alternatively describe downward extraction at the upper boundary, but it cannot be combined unchanged with the upward bottom pumping just derived. A literal use of the positive printed and negative continuity source would reverse the damping sign and produce growth.
For a Fourier mode with , substitution givesFor scales small compared with the Rossby deformation radius, and , independent of wavenumber. For scales large compared with the Rossby deformation radius, the equation becomes , whereThe zero wavenumber mode does not decay. A thin Ekman layer, , makes , so the derived decay time satisfies the corrected slow-time assumption.
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