12.4: Vorticity and Ekman Pumping
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\(\newcommand{\avec}{\mathbf a}\) \(\newcommand{\bvec}{\mathbf b}\) \(\newcommand{\cvec}{\mathbf c}\) \(\newcommand{\dvec}{\mathbf d}\) \(\newcommand{\dtil}{\widetilde{\mathbf d}}\) \(\newcommand{\evec}{\mathbf e}\) \(\newcommand{\fvec}{\mathbf f}\) \(\newcommand{\nvec}{\mathbf n}\) \(\newcommand{\pvec}{\mathbf p}\) \(\newcommand{\qvec}{\mathbf q}\) \(\newcommand{\svec}{\mathbf s}\) \(\newcommand{\tvec}{\mathbf t}\) \(\newcommand{\uvec}{\mathbf u}\) \(\newcommand{\vvec}{\mathbf v}\) \(\newcommand{\wvec}{\mathbf w}\) \(\newcommand{\xvec}{\mathbf x}\) \(\newcommand{\yvec}{\mathbf y}\) \(\newcommand{\zvec}{\mathbf z}\) \(\newcommand{\rvec}{\mathbf r}\) \(\newcommand{\mvec}{\mathbf m}\) \(\newcommand{\zerovec}{\mathbf 0}\) \(\newcommand{\onevec}{\mathbf 1}\) \(\newcommand{\real}{\mathbb R}\) \(\newcommand{\twovec}[2]{\left[\begin{array}{r}#1 \\ #2 \end{array}\right]}\) \(\newcommand{\ctwovec}[2]{\left[\begin{array}{c}#1 \\ #2 \end{array}\right]}\) \(\newcommand{\threevec}[3]{\left[\begin{array}{r}#1 \\ #2 \\ #3 \end{array}\right]}\) \(\newcommand{\cthreevec}[3]{\left[\begin{array}{c}#1 \\ #2 \\ #3 \end{array}\right]}\) \(\newcommand{\fourvec}[4]{\left[\begin{array}{r}#1 \\ #2 \\ #3 \\ #4 \end{array}\right]}\) \(\newcommand{\cfourvec}[4]{\left[\begin{array}{c}#1 \\ #2 \\ #3 \\ #4 \end{array}\right]}\) \(\newcommand{\fivevec}[5]{\left[\begin{array}{r}#1 \\ #2 \\ #3 \\ #4 \\ #5 \\ \end{array}\right]}\) \(\newcommand{\cfivevec}[5]{\left[\begin{array}{c}#1 \\ #2 \\ #3 \\ #4 \\ #5 \\ \end{array}\right]}\) \(\newcommand{\mattwo}[4]{\left[\begin{array}{rr}#1 \amp #2 \\ #3 \amp #4 \\ \end{array}\right]}\) \(\newcommand{\laspan}[1]{\text{Span}\{#1\}}\) \(\newcommand{\bcal}{\cal B}\) \(\newcommand{\ccal}{\cal C}\) \(\newcommand{\scal}{\cal S}\) \(\newcommand{\wcal}{\cal W}\) \(\newcommand{\ecal}{\cal E}\) \(\newcommand{\coords}[2]{\left\{#1\right\}_{#2}}\) \(\newcommand{\gray}[1]{\color{gray}{#1}}\) \(\newcommand{\lgray}[1]{\color{lightgray}{#1}}\) \(\newcommand{\rank}{\operatorname{rank}}\) \(\newcommand{\row}{\text{Row}}\) \(\newcommand{\col}{\text{Col}}\) \(\renewcommand{\row}{\text{Row}}\) \(\newcommand{\nul}{\text{Nul}}\) \(\newcommand{\var}{\text{Var}}\) \(\newcommand{\corr}{\text{corr}}\) \(\newcommand{\len}[1]{\left|#1\right|}\) \(\newcommand{\bbar}{\overline{\bvec}}\) \(\newcommand{\bhat}{\widehat{\bvec}}\) \(\newcommand{\bperp}{\bvec^\perp}\) \(\newcommand{\xhat}{\widehat{\xvec}}\) \(\newcommand{\vhat}{\widehat{\vvec}}\) \(\newcommand{\uhat}{\widehat{\uvec}}\) \(\newcommand{\what}{\widehat{\wvec}}\) \(\newcommand{\Sighat}{\widehat{\Sigma}}\) \(\newcommand{\lt}{<}\) \(\newcommand{\gt}{>}\) \(\newcommand{\amp}{&}\) \(\definecolor{fillinmathshade}{gray}{0.9}\)Rotation places another very interesting constraint on the geostrophic flow field. To help understand the constraints, let’s first consider flow in a fluid with constant rotation. Then we will look into how vorticity constrains the flow of a fluid with rotation that varies with latitude. An understanding of the constraints leads to a deeper understanding of Sverdrup’s and Stommel’s results discussed in the last chapter.
Fluid Dynamics on the \(f\) Plane: the Taylor-Proudman Theorem
The influence of vorticity due to Earth’s rotation is most striking for geostrophic flow of a fluid with constant density \(\rho_{0}\) on a plane with constant rotation \(f = f_{0}\). From Chapter 10, the three components of the geostrophic equations \((10.1.4)\) are: \[\begin{align} fv &= \frac{1}{\rho_{0}} \frac{\partial p}{\partial x} \\ fu &= -\frac{1}{\rho_{0}} \frac{\partial p}{\partial y} \\ g &= -\frac{1}{\rho_{0}} \frac{\partial p}{\partial z} \end{align} \nonumber \]
and the continuity equations \((7.7.3)\) is: \[0 = \frac{\partial u}{\partial x} + \frac{\partial v}{\partial y} + \frac{\partial w}{\partial z} \nonumber \]
Taking the \(z\) derivative of \((\PageIndex{1})\) and using \((\PageIndex{3})\) gives: \[\begin{align*} -f_{0} \frac{\partial v}{\partial z} &= -\frac{1}{\rho_{0}} \frac{\partial}{\partial z} \left(\frac{\partial p}{\partial x}\right) = \frac{\partial}{\partial x} \left(-\frac{1}{\rho_{0}} \frac{\partial p}{\partial z}\right) = \frac{\partial g}{\partial x} = 0 \\ f_{0} \frac{\partial v}{\partial z} &= 0 \\ \therefore \ \frac{\partial v}{\partial z} &= 0 \end{align*} \]
Similarly, for the \(u\)-component of velocity \((\PageIndex{2})\). Thus, the vertical derivative of the horizontal velocity field must be zero. \[\boxed{\frac{\partial u}{\partial z} = \frac{\partial v}{\partial z} = 0} \nonumber \]
This is the Taylor-Proudman Theorem, which applies to slowly varying flows in a homogeneous, rotating, inviscid fluid. The theorem places strong constraints on the flow:
If therefore any small motion be communicated to a rotating fluid the resulting motion of the fluid must be one in which any two particles originally in a line parallel to the axis of rotation must remain so, except for possible small oscillations about that position—Taylor (1921).
Hence, rotation greatly stiffens the flow! Geostrophic flow cannot go over a seamount, it must go around it. Taylor (1921) explicitly derived \((\PageIndex{5})\) and \((\PageIndex{9})\) below. Proudman (1916) independently derived the same theorem but not as explicitly.
Further consequences of the theorem can be obtained by eliminating the pressure terms from \((\PageIndex{1-2})\) to obtain: \[\begin{align} \frac{\partial u}{\partial x} + \frac{\partial v}{\partial y} &= -\frac{\partial}{\partial x} \left(\frac{1}{f_{0} \rho_{0}} \frac{\partial p}{\partial y}\right) + \frac{\partial}{\partial y} \left(\frac{1}{f_{0} \rho_{0}} \frac{\partial p}{\partial x}\right) \\ \frac{\partial u}{\partial x} + \frac{\partial v}{\partial y} &= \frac{1}{f_{0} \rho_{0}} \left(- \frac{\partial^{2} p}{\partial x \partial y} + \frac{\partial^{2} p}{\partial x \partial y}\right) \\ \frac{\partial u}{\partial x} + \frac{\partial v}{\partial y} &= 0 \end{align} \nonumber \]
Because the fluid is incompressible, the continuity equation \((\PageIndex{4})\) requires \[\frac{\partial w}{\partial z} = 0 \nonumber \]
Furthermore, because \(w = 0\) at the sea surface and at the sea floor, if the bottom is level, there can be no vertical velocity on an \(f\)-plane. Note that the derivation of \((\PageIndex{9})\) did not require that density be constant. It requires only slow motion in a frictionless, rotating fluid.
Fluid Dynamics on the Beta Plane: Ekman Pumping
If \((\PageIndex{9})\) is true, the flow cannot expand or contract in the vertical direction, and it is indeed as rigid as a steel bar. There can be no gradient of vertical velocity in an ocean with constant planetary vorticity. How then can the divergence of the Ekman transport at the sea surface lead to vertical velocities at the surface or at the base of the Ekman layer? The answer can only be that one of the constraints used in deriving \((\PageIndex{9})\) must be violated. One constraint that can be relaxed is the requirement that \(f = f_{0}\).
Consider then flow on a beta plane. If \(f = f_{0} + \beta y\), then \((\PageIndex{6})\) becomes: \[\begin{align} \frac{\partial u}{\partial x} + \frac{\partial v}{\partial y} &= -\frac{1}{f \rho_{0}} \frac{\partial^{2} p}{\partial x \partial y} + \frac{1}{f \rho_{0}} \frac{\partial^{2} p}{\partial x \partial y} - \frac{\beta}{f} \frac{1}{f \rho_{0}} \frac{\partial p}{\partial x} \\ f \left(\frac{\partial u}{\partial x} + \frac{\partial v}{\partial y}\right) &= -\beta v \end{align} \nonumber \]
where we have used \((\PageIndex{1})\) to obtain \(v\) in the right-hand side of \((\PageIndex{11})\).
Using the continuity equation, and recalling that \(\beta y << f_{0}\), \[f_{0} \frac{\partial w_{G}}{\partial z} = \beta v \nonumber \]
where we have used the subscript \(G\) to emphasize that \((\PageIndex{12})\) applies to the ocean’s interior, geostrophic flow. Thus the variation of Coriolis force with latitude allows vertical velocity gradients in the geostrophic interior of the ocean, and the vertical velocity leads to north-south currents. This explains why Sverdrup and Stommel both needed to do their calculations on a \(\beta\)-plane.
Ekman Pumping in the Ocean
In Chapter 9, we saw that the curl of the wind stress \(\mathbf{T}\) produced a divergence of the Ekman transports leading to a vertical velocity \(w_{E}(0)\) at the top of the Ekman layer. In Chapter 9 we derived \[w_{E}(0) = -\text{curl} \left(\frac{\mathbf{T}}{\rho f}\right) \nonumber \]
which is \((9.4.4)\) where \(\rho\) is density and \(f\) is the Coriolis parameter. Because the vertical velocity at the sea surface must be zero, the Ekman vertical velocity must be balanced by a vertical geostrophic velocity \(w_{G}(0)\). \[w_{E}(0) = -w_{G}(0) = -\text{curl} \left(\frac{\mathbf{T}}{\rho f}\right) \nonumber \]
Ekman pumping \((w_{E}(0))\) drives a vertical geostrophic current \((-w_{G}(0))\) in the ocean’s interior. But why does this produce the northward current calculated by Sverdrup \((11.1.9)\)? Peter Niiler (1987: 16) gives an explanation.
Let us postulate there exists a deep level where horizontal and vertical motion of the water is much reduced from what it is just below the mixed layer [figure \(\PageIndex{1}\)]. . . Also let us assume that vorticity is conserved there (or mixing is small) and the flow is so slow that accelerations over the earth’s surface are much smaller than Coriolis accelerations. In such a situation a column of water of depth \(H\) will conserve its spin per unit volume, \(f/H\) (relative to the sun, parallel to the earth’s axis of rotation). A vortex column which is compressed from the top by wind-forced sinking (\(H\) decreases) and whose bottom is in relatively quiescent water would tend to shorten and slow its spin. Thus because of the curved ocean surface it has to move southward (or extend its column) to regain its spin. Therefore, there should be a massive flow of water at some depth below the surface to the south in areas where the surface layers produce a sinking motion and to the north where rising motion is produced. This phenomenon was first modeled correctly by Sverdrup (1947) (after he wrote “ocean”) and gives a dynamically plausible explanation of how wind produces deeper circulation in the ocean.

Peter Rhines (1984) points out that the rigid column of water trying to escape the squeezing imposed by the atmosphere escapes by moving southward. The southward velocity is about 5,000 times greater than the vertical Ekman velocity.
Ekman Pumping: An Example
Now let’s see how Ekman pumping drives geostrophic flow in, say, the central North Pacific (figure \(\PageIndex{2}\)) where the curl of the wind stress is negative. Westerlies in the north drive a southward transport, the trades in the south drive a northward transport. The converging Ekman transports must be balanced by downward geostrophic velocity \((\PageIndex{14})\).

Because the water near the surface is warmer than the deeper water, the vertical velocity produces a pool of warm water. Much deeper in the ocean, the wind-driven geostrophic current must go to zero (Sverdrup’s hypothesis) and the deep pressure gradients must be zero. As a result, the surface must dome upward because a column of warm water is longer than a column of cold water having the same weight (they must have the same weight, otherwise, the deep pressure would not be constant, and there would be a deep horizontal pressure gradient). Such a density distribution produces north-south pressure gradients at mid depths that must be balanced by east-west geostrophic currents. In short, the divergence of the Ekman transports redistributes mass within the frictionless interior of the ocean leading to the wind-driven geostrophic currents.
Now let’s continue the idea to include the entire north Pacific to see how winds produce currents flowing upwind. The example will give a deeper understanding of Sverdrup’s results we discussed in Section 11.1. Figure \(\PageIndex{3}\) shows shows the mean zonal winds in the Pacific, together with the north-south Ekman transports driven by the zonal winds. Notice that convergence of transport leads to downwelling, which produces a thick layer of warm water in the upper kilometer of the water column, and high sea level. Figure \(\PageIndex{1}\) is a sketch of the cross section of the region between 10\(^{\circ}\)N and 60\(^{\circ}\)N, and it shows the pool of warm water in the upper kilometer centered on 30\(^{\circ}\)N. Conversely, divergent transports leads to low sea level. The mean north-south pressure gradients associated with the highs and lows are balanced by the Coriolis force of east-west geostrophic currents in the upper ocean (shown at the right in the figure).
