Abstract
In this paper, we study the standard problem of the wind in the steady atmospheric Ekman layer with classical boundary conditions. We consider the system with varying eddy viscosity coefficients that are small perturbation of a constant. We derive the explicit solution by using a different argument in the previous works. For two layers, the eddy viscosity is constant in the upper layer, while is only continuous with height in the lower layer, we transform the system to a first order Riccati equation with a suitable initial value and derive the solution for piecewise-constant eddy viscosity.
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1 Introduction
The Ekman layer covers 90% of the atmospheric boundary layer which contains three parts [1, 2]: the lamina sublayer, surface (Prandtl) layer and the Ekman layer. It is controlled by frictional effects, pressure gradient and the coriolis force [1, 3, 4]. The pursued analysis pertains to non-equatorial regions. Whether for ocean flow or for atmospheric flows, Ekman-type solutions require a balance between the wind stress, frictional forces and the Coriolis acceleration and this breaks down in equatorial regions, where the Coriolis effect vanishes so that the wind drift current moves azimuthally, in the same direction as the wind, and where nonlinear effects have to be accounted for [5,6,7]. Classic Ekman theory contains the derivation of the explicit solution for a constant eddy viscosity k [8, 9], but field data show that this is an extreme simplification, in reality k usually varies with the height [1, 2], but explicit solutions are scare and almost all focused on the numerical simulations [10,11,12,13,14,15,16].
Constantin and Johnson [17] studied the Ekman flows with variable eddy viscosity k(z), and derived the explicit solution and verified the existence of the solution by the transformation and the iterative technique. Bressan and Constantin [18] studied the wind-drift currents for depth-dependent eddy viscosities which were perturbations of the asymptotic reference value and obtained the solution by the perturbation approach. For the atmospheric Ekman flows, Fečkan et al. [19] obtained existence and uniqueness result and derived the smooth result by computing the first approximation of solutions. In addition, [20,21,22] studied wind-stress induced ocean currents and obtained the representation of solutions.
Motivated by [20,21,22], we consider atmospheric Ekman flows with classic boundary conditions. The eddy viscosity k(z) denotes the perturbation of the asymptotic reference value like [19]. Fečkan et al. [19] used the variable change and get a linear, non-homogeneous second order differential equation and obtained the existence and uniqueness and smooth results to justify computing first order approximation of solutions via a Green’s function.
In the present paper, we transform the original equation to a first-order linear non-homogeneous differential equation to give a new direction method to compute the explicit solution. For a two-layer with uniform eddy viscosity in the upper layer and continuous eddy viscosity in the lower layer, we transform the system to a Riccati equation with a initial value problem on a finite interval. Further, we construct the solution for piecewise-constant eddy viscosity.
2 Model description
Recall the model for Ekman layer is formulated by the following equations, see [1, 2]
where u, v and w are the components of the wind in the x, y and z directions respectively, P is the atmospheric pressure, \(\rho \) is the reference density, \(f=2\Omega \sin \theta \) is the Coriolis parameter at the fixed latitude \(\theta \), \(\Omega \approx 7.29\times 10^{-5}\) is the angular speed of the roattion of the earth in the northern Hemisphere, and \(\theta \in (0, \pi /2]\) is the angle of latitude in right-handed rotating spherical cooridates, t is time and k is the eddy diffusivity for momentum.
Assuming a steady state we get \(\frac{Du}{Dt}=0, \frac{Dv}{Dt}=0.\) From the geostrophic balance, we have
From the Flux–Gradient theory, we get
where k is the eddy viscosity coefficient. Then we obtain
where \(u_{g}\) and \(v_{g}\) are the corresponding constant geostrophic wind components. We use the traditional boundary conditions for (1) as
Let \(\Phi =(u-u_{g})+i(v-v_{g})\), and from (1), we will get
The boundary conditions (2) and (3) are transformed into the equivalent form
If k=constant, then
where \(\gamma =\sqrt{\frac{f}{2k}}.\) However, if \(k\ne \)constant, then solving (4) will be more interesting and complex.
3 Main results
3.1 Systems with two layers
The eddy viscosity k always varies with height [13], here we consider the following situation
where \(k_{0}=k_{1}(z_{0})>0\) and \(k_{1}(z)>0\) is continuous with z.
Equation (4) simplifies on \((z_{0}, +\infty )\) to
the general solution is a linear combination of the linearly independent functions \(e^{\pm \sqrt{\frac{f}{2k_{0}}}(1+i)z}\).
If we denote by \(\Phi _{\pm }\) the solutions of (4) with
the condition (6) ensures that the solution \(\Phi (z)\) to (4) satisfies
for some complex constant c.
It is well-known [23, p. 331] that
solves a Riccati equation
with
(10) is not, in general, solvable by quadratures, one has to rely on numerical methods to obtain accurate approximations solution to (10) and (11). On the other hand, following [23, p. 332], we have the following result.
Theorem 3.1
The function defined by
is the solution of (4) with (5) and (6), where q(z) is the solution to (10) and (11).
Proof
By the definition of q(z), we obtain
Integrating (12), we get
For \(z\ge z_{0}\), we get
since \(q(s)=q(z_0)\) and \(k(s)=k_0\) for \(s\ge z_0\), so
The proof is complete. \(\square \)
Example 3.2
Consider the case of an eddy viscosity which is constant, that is k=constant. Then (10) and (11) change to
The unique solution to (15) is \(q(z)=-\sqrt{\frac{kf}{2}}(1+i)\). From (13), we have
For \(z>z_{0}\), from (14), we get
so
this coincides with (7).
Example 3.3
For
Let
then \(Q(z_{0})=-\sqrt{\frac{a^{2}f}{2}}(1+i)\), as \(q'(z)=if-\frac{q^{2}(z)}{k(z)}=if-Q^{2}(z)\), we get
then
integrating both side of (17), we obtain
where
Using (16), we have \(q(z)=Q(z)[b(z-z_{0})+a]\), consequently, an explicit formula for the solution of \(\Phi (z)\) emerges by (13) and (14).
3.2 Systems with piecewise-constant
Different form (8), we assume eddy viscosity is piecewise-constant, so it is not continuous, for the sake of simplicity, we consider two regions, that is
where \(a, b>0\) and \(a\ne b\).
The equation (4) will be transformed to
and
By using the boundary condition (6), we have the general solution
and
The boundary condition \(\Phi (0)=-u_{g}-iv_{g}\) implies
We consider a solution of (18) and (19) which is continuous with \(\Phi (t)\) and \(\Phi '(t)\), so we get
and
Using (20), (21), and (22), it follows that
and
where
3.3 Systems with perturbation of a constant
Now we regard the physically relevant eddy viscosity k(z) as perturbations
where \(\varepsilon \ll 1\), and \(k_1(z)\) is absolutely continuous on \([0,+\infty )\) and \(\int _0^{+\infty }|k_1'(z)|dz<+\infty \). Different from the approach in [19], we transform the initial boundary problem to a first-order differential system. Writing
is the solution of (4) with condition (5) and (6), here \(\Phi _{0}(z)\) is the classic Ekman solution for the constant eddy viscosity \(k_{0}\), that is \(\Phi _{0}(z)=-e^{-(1+i)\gamma z}[u_{g}+iv_{g}]\), where \(\gamma =\sqrt{\frac{f}{2k_{0}}}\).
Inserting (24) into (4), we get
using \(k_{0}\Phi ''_{0}(z)=if\Phi _{0}(z)\), one obtains
Note that
so we have
where \(b(z)=-[k'_{1}(z)(1+i)\sqrt{\frac{f}{2k^{3}_{0}}}-\frac{if}{k^{2}_{0}}]\Phi _{0}(z).\)
Note that
so we get the boundary conditions
Writing (25) in the following first-order differential system
where
Theorem 3.4
The function defined by (see also (32))
is the solution of (25) with boundary condition (26).
Proof
Using the variation of constants formula, we get the general solution in the form
where
is the fundamental matrix of the homogeneous constant coefficient differential system \(\Psi '(z)=A\Psi (z)\). Since \(\Phi _{1}(0)=0\), we have
with \(\Phi '_{1}(0)\) to be chosen so that
We claim that this is equivalent to
In fact, writing (28) as
It is obvious that \(\lim \limits _{z\rightarrow +\infty }\frac{1}{2(1+i)\gamma }e^{-(1+i)\gamma z}\Phi '_{1}(0)=0\). Since \(b(\cdot )\) is integrable on \([0, +\infty )\) and \(|e^{-(1+i)\gamma (z-s)}|\le 1\), we get
by the dominated convergence theorem. So (29) implies (30).
Conversely, if (30) holds, then (31) becomes to
It is again obvious from the dominated convergence theorem that (29) holds. This implies that (29) is equivalent to (30), so (27) is the solution of (25) with boundary condition (26). \(\square \)
Remark 3.5
Recall [19, Sect. 3.2], let \(k_{*}>0\) and
where \(U(s)=u(z)-u_{g}, ~~V(s)=v(z)-v_{g},\) and \(k_{1}(z)\) is the same as (23). Like (24), set
where \(\Psi _{0}(s)\) is the classical Ekman solution
Using the Green function in [19, Lemma 3.3], (33) is the solution of (1) with the condition (2) and (3) if
From above, one can see the idea in this article is more straightforward.
Example 3.6
Consider the piecewise linear eddy viscosity
where \(k_{0}>\mu >0\), so we have
and
using (34), we have
If \(z\le z_{0}\), we have
If \(z>z_{0}\), we have
From (27), (35), (36) and (37), we obtain the following results.
For \(z\le z_{0}\),
where
and
For \(z>z_{0}\),
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Communicated by Adrian Constantin.
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This work is partially supported by the National Natural Science Foundation of China (11661016), Training Object of High Level and Innovative Talents of Guizhou Province ((2016)4006), Department of Science and Technology of Guizhou Province (Fundamental Research Program [2018]1118), Guizhou Data Driven Modeling Learning and Optimization Innovation Team ([2020]5016), Natural Science Foundation of Guizhou Province ([2020]090), the Slovak Research and Development Agency under the Contract No. APVV-18-0308, and the Slovak Grant Agency VEGA No. 1/0358/20 and No. 2/0127/20.
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Guan, Y., Fečkan, M. & Wang, J. Explicit solution of atmospheric Ekman flows with some types of Eddy viscosity. Monatsh Math 197, 71–84 (2022). https://doi.org/10.1007/s00605-021-01551-7
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DOI: https://doi.org/10.1007/s00605-021-01551-7