Analytical Open Channel Rectangular Fluid Flow

In summary, the conversation is discussing the search for an analytical solution for open channel rectangular fluid flow, with three walls and an open top. The flow is assumed to be steady, parallel, and incompressible. The solution for open-channel rectangular flow must involve an inclined channel, with the pressure gradient at the free surface being zero. The solution is similar to that of closed rectangular channel flow, but with the addition of a pressure gradient due to the angle of inclination.
  • #1
blizzardof96
22
0
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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  • #2
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.
 

What is analytical open channel rectangular fluid flow?

Analytical open channel rectangular fluid flow is a mathematical model used to predict the behavior of fluids flowing in a rectangular channel, such as a river or a canal. It takes into account factors such as channel geometry, fluid properties, and boundary conditions to determine the flow rate, velocity, and depth of the fluid.

What are the assumptions made in analytical open channel rectangular fluid flow?

The main assumptions made in analytical open channel rectangular fluid flow are that the channel is straight and uniform, the fluid is incompressible and Newtonian, and the flow is steady and uniform. It also assumes that the channel bed is rough and the fluid is fully developed.

What is the difference between open channel flow and closed conduit flow?

Open channel flow refers to the flow of fluids in channels that are open to the atmosphere, such as rivers, canals, and streams. Closed conduit flow, on the other hand, refers to the flow of fluids in pipes or closed channels. The main difference between the two is the presence of a free surface in open channel flow, which affects the behavior of the fluid.

How is analytical open channel rectangular fluid flow used in engineering?

Analytical open channel rectangular fluid flow is used in engineering to design and analyze hydraulic structures, such as dams, spillways, and culverts. It is also used to predict flood levels and erosion in rivers and canals. Additionally, it is used in the design of irrigation systems and water supply networks.

What are the limitations of analytical open channel rectangular fluid flow?

Some of the limitations of analytical open channel rectangular fluid flow include the assumptions made, which may not always hold true in real-world situations. It also does not take into account the effects of turbulence, eddies, and other complex flow phenomena. Additionally, it may not accurately predict the behavior of fluids in non-uniform or non-prismatic channels.

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