Analytical Open Channel Rectangular Fluid Flow

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SUMMARY

The discussion focuses on the analytical solution for open channel rectangular fluid flow, specifically under steady-state conditions with three walls and an open top. The geometry is defined as infinite along the x-direction, with y ranging from -w to w and z from -h to h. Key findings indicate that when the width-to-height ratio (w/h) is large (≥ 10), the velocity profile becomes nearly uniform in the center of the channel, with parabolic flow observed in the z-direction. The pressure gradient in this scenario is zero due to atmospheric exposure, and shear stress at the free surface is also zero, necessitating the use of the inclined channel model for steady flow.

PREREQUISITES
  • Understanding of fluid dynamics principles, particularly open channel flow.
  • Familiarity with steady-state flow conditions and incompressible fluid assumptions.
  • Knowledge of boundary conditions in fluid mechanics, including shear stress concepts.
  • Basic grasp of geometry related to fluid flow channels, specifically rectangular configurations.
NEXT STEPS
  • Research the implications of inclined channel flow on open channel fluid dynamics.
  • Study the effects of varying width-to-height ratios on velocity profiles in fluid channels.
  • Explore the mathematical modeling of parabolic flow in both open and closed channel scenarios.
  • Investigate the role of pressure gradients in fluid flow and their impact on shear stress at free surfaces.
USEFUL FOR

Fluid dynamics engineers, civil engineers specializing in hydraulic systems, and researchers focused on open channel flow analysis will benefit from this discussion.

blizzardof96
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Hi All,

I'm looking for an analytical solution to the open channel rectangular fluid flow profile. The flow is bounded by three walls but the top is open to atmosphere. Assume steady state flow that is parallel and incompressible.I've already found information involving a rectangular flow channel bounded by 4 rectangular plates(top closed):

Geometry: Infinite along x direction. y ranges from -w to w and z ranges from -h to h. z denotes depth of our channel.

-If w=h, we have parabolic flow along y axis(along any given plane within depth z). Flow drops off as you approach rectangular walls at y= -w or +w.

-As w/h becomes very large(e.g w/h ≥ 10) , velocity profile flattens along centre of y-axis and falls off very close to the walls(within distance h from either wall). Flow along the y direction is almost uniform until we are very close to the side walls. We also get parabolic flow in z direction within this limit of w>>h.

Any help would be much appreciated.
 
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The problem of open-channel rectangular flow must involve an inclined channel for the flow to be steady. The pressure gradient is zero, since it is open to the air, and the shear stress at the free surface is zero.

In closed rectangular channel flow, the boundary condition at the centerline is also zero shear stress. So the solution for open-channel rectangular flow must be the same as that for half the channel in closed channel flow, but with the pressure gradient replaced by ##\rho g \sin{\theta}##, where ##\theta## is the angle of inclination.
 

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