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Berman flow

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Through Ordinary differential equation

Flow description

Consider a rectangular channel of width much longer than the height. Let the distance between the top and bottom wall be 2h and choose the coordinates such that x=0,y=0 lies in the midway between the two walls, with y points perpendicular to the planes. Let both walls be porous with equal velocity V. Then the continuity equation and Navier–Stokes equations for incompressible fluid become

∂u∂x+∂v∂y=0u∂u∂x+v∂u∂y=−1ρ∂p∂x+ν(∂2u∂x2+∂2u∂y2),u∂v∂x+v∂v∂y=−1ρ∂p∂y+ν(∂2v∂x2+∂2v∂y2)

with boundary conditions

u(x,±h)=0,(∂u∂y)y=0=0,v(x,0)=0,v(x,±h)=V

The boundary conditions at the center is due to symmetry. Since the solution is symmetric above the plane y=0, it is enough to describe only half of the flow, say for y>0. If we look for v a solution, that is independent of x, the continuity equation dictates that the horizontal velocity u can at most be a linear function of x. Therefore, Berman introduced the following form,

η=yh,ψ(x,η)=[hu¯o−xV]f(η),u=(u¯o−Vxh)f′(η),v=Vf(η)

where u¯0 is the average value (averaged cross-sectionally) of u at x=0, that is to say

u¯0=12∫−11u(0,η)dη=u¯02∫−11f′(η)dη=u¯02[f(1)−f(−1)]=u¯0

This constant will be eliminated out of the problem and will have no influence on the solution. Substituting this into the momentum equation leads to

−1ρ∂p∂x=(u¯o−Vxh)(−Vh[f′2−ff″]−νh2f‴),−1ρ∂p∂η=νdvdη−νhd2vdη2

Differentiating the second equation with respect to x gives ∂2p/∂x∂η=0 this can substituted into the first equation after taking the derivative with respect to η which leads to

fiv+Re⁡(f′2−ff″)′=0

where Re=Vh/ν is the Reynolds number. Integrating once, we get

f‴+Re⁡(f′2−ff″)=C

with boundary conditions

f(0)=f″(0)=f(1)−1=f′(1)=0

This third order nonlinear ordinary differential equation requires three boundary condition and the fourth boundary condition is to determine the constant C. and this equation is found to possess multiple solutions. The figure shows the numerical solution for low Reynolds number, solving the equation for large Reynolds number is not a trivial computation.

Limiting solutions

In the limit Re→0, the solution can be written as

f(η)=12(3η−η3)+Re280(3η3−2η−η7)+O(Re2).

In the limit Re→−∞, the leading-order solution is given by

f(η)=sin⁡π2η.

The above solution satisfies all the necessary boundary conditions even though Reynolds number is infinite (see also Taylor–Culick flow)

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