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Navier-Stokes simplification, velocity distribution

Short answer

Simplified equation: μ d²u/dy² = dp/dx. Integrating twice gives u = (1/(2μ))(dp/dx)(y²−hy) + (U/h)y; for fixed plates it's a parabolic Poiseuille profile, for zero pressure gradient it's linear Couette flow.

Write Navier-Stoke's equation in three dimensional form (derivation not required). If the flow is steady and incompressible; no flow or property variation in z-direction, fully developed flow (no property variation in x direction), model the above written Navier Stokes equation in simplified form using the assumptions. Can you develop simplified velocity distribution equation from the simplified model?

Navier-Stokes equation (3-D, incompressible, constant μ\mu)

ρ(∂u∂t+u∂u∂x+v∂u∂y+w∂u∂z)=ρgx−∂p∂x+μ∇2uρ(∂v∂t+u∂v∂x+v∂v∂y+w∂v∂z)=ρgy−∂p∂y+μ∇2vρ(∂w∂t+u∂w∂x+v∂w∂y+w∂w∂z)=ρgz−∂p∂z+μ∇2w\begin{aligned} \rho\left(\frac{\partial u}{\partial t} + u\frac{\partial u}{\partial x} + v\frac{\partial u}{\partial y} + w\frac{\partial u}{\partial z}\right) &= \rho g_x - \frac{\partial p}{\partial x} + \mu\nabla^2 u\\ \rho\left(\frac{\partial v}{\partial t} + u\frac{\partial v}{\partial x} + v\frac{\partial v}{\partial y} + w\frac{\partial v}{\partial z}\right) &= \rho g_y - \frac{\partial p}{\partial y} + \mu\nabla^2 v\\ \rho\left(\frac{\partial w}{\partial t} + u\frac{\partial w}{\partial x} + v\frac{\partial w}{\partial y} + w\frac{\partial w}{\partial z}\right) &= \rho g_z - \frac{\partial p}{\partial z} + \mu\nabla^2 w \end{aligned}

with ∇2=∂2/∂x2+∂2/∂y2+∂2/∂z2\nabla^2 = \partial^2/\partial x^2 + \partial^2/\partial y^2 + \partial^2/\partial z^2 and continuity ∂u/∂x+∂v/∂y+∂w/∂z=0\partial u/\partial x + \partial v/\partial y + \partial w/\partial z = 0.

Simplification

Assumptions: steady (∂/∂t=0\partial/\partial t = 0); no z-variation and w=0w = 0; fully developed (∂/∂x=0\partial/\partial x = 0 for velocity). Continuity then gives ∂v/∂y=0\partial v/\partial y = 0, and with v=0v = 0 at a wall, v=0v = 0 everywhere. Take xx along the flow and gravity along −y-y (gx=0g_x = 0, gy=−gg_y = -g).

  • Left-hand side: all inertia terms vanish (u ∂u/∂x=0u\,\partial u/\partial x = 0, v=0v = 0).
  • x-momentum:
0=−∂p∂x+μd2udy20 = -\frac{\partial p}{\partial x} + \mu\frac{d^2u}{dy^2}
  • y-momentum:
0=−ρg−∂p∂y0 = -\rho g - \frac{\partial p}{\partial y}
  • z-momentum: 0=−∂p/∂z0 = -\partial p/\partial z.

So the pressure is hydrostatic across the flow and dp/dxdp/dx is constant, giving the simplified model:

μd2udy2=dpdx\mu\frac{d^2u}{dy^2} = \frac{dp}{dx}

Velocity distribution

Yes. Integrating twice:

dudy=1μdpdxy+C1,u=12μdpdxy2+C1y+C2\frac{du}{dy} = \frac{1}{\mu}\frac{dp}{dx}y + C_1,\qquad u = \frac{1}{2\mu}\frac{dp}{dx}y^2 + C_1y + C_2

For Couette-type flow between plates at y=0y = 0 (fixed) and y=hy = h (moving at UU), with u(0)=0u(0) = 0, u(h)=Uu(h) = U:

u=Uyh+12μdpdx(y2−hy)u = \frac{U y}{h} + \frac{1}{2\mu}\frac{dp}{dx}\left(y^2 - hy\right)

If dp/dx=0dp/dx = 0, this reduces to the linear profile u=Uy/hu = Uy/h (simple Couette flow). If both plates are fixed (U=0U=0), it gives the parabolic Poiseuille profile u=12μdpdx(y2−hy)u = \dfrac{1}{2\mu}\dfrac{dp}{dx}(y^2 - hy).

✓ Answer checked by Claude Opus 5.5 (high effort)

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