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28 Boundary layers

Since stress acts to diffuse momentum within the interior of a fluid, the shear is often relatively weak there.  At the boundary of the fluid domain, the velocity of the fluid must match the velocity of the surrounding material.  For example, the magnitude of the current flowing along the seafloor goes to zero right at the fluid-solid interface.  Often there is a layer of transition where the velocity gradient (the shear) can be very large.  This layer of transition is called a boundary layer.

Figure showing vectors for flow over a thin plate with friction. One set of vectors labelled U0 is uniform with depth and located upstream of the plate edge. A second set labelled U(z) occurs once the flow is passing over the plate and shows the decrease in velocity due to loss of momentum in the boundary layer due to friction. A dashed line shows the growth of the boundary layer thickness with increasing distance along the plate as more an more of the flow is affected by frictional momentum loss.
Schematic diagram of a boundary layer over a plate with oncoming fluid flow from the left

Historically, the mathematical development of boundary layers owes a lot to a the physical situation illustrated above, where a uniform and parallel (single component) flow enters the domain from the left edge and encounters an (infinitely thin, but zero velocity) plate. The width of the boundary layer grows with distance from the upstream edge as more of the fluid becomes affected by the diffusive flux of momentum toward the boundary where it is absorbed into the heat of molecular motion in the solid. You can understand this process by thinking about the control volume considered at the end of the last section (repeated below).  This control volume is on the edge of the boundary layer, and it is decelerated by the net frictional stress, creating shear near its lower surface, and leading to the propagation of the edge of the boundary layer into the fluid interior.

Sketch of velocity vectors u (horizontal axis) where u is positive (eastward) as a function of depth z (vertical axis) for non-uniform shear (shear = delta-u / delta-z) as likely to be encountered near a boundary layer. The upper part of the flow has flow uniform with depth (corresponding to zero shear stress), and the lower part has flow that decreases with depth (corresponding to positive shear stress). A dashed rectangle outlines a water parcel discussed in the text.
Schematic of a water parcel enclosed by a dashed rectangle in non-uniform shear.

Boundary layers may also become turbulent, resulting in enhanced diffusion. The increased turbulent viscosity results in a larger stress for the same shear, and a more rapid thickening of the boundary layer with distance along the surface.

A boundary layer will also form near the surface of the ocean where the wind blowing across the surface creates a frictional stress on the air-sea interface.  This is similar to the moving top plate that we considered in the last section. We will return to the ocean’s surface boundary layer in a later section.

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