The wall shear stress in a fully developed flow portion of a 12-in.-diameler pipe carrying water is 1.85 Ib/ft? Determine the pressure gracient, \(\partial p / \partial x,\) where \(x\) is in the flow direction, if the pipe is (a) horizontal, (b) vertical with flow up, or (c) vertical with flow down.

Short Answer

Expert verified
Therefore, for a horizontal pipe (a), the pressure gradient is calculated in step 3. For a vertical pipe with flow upwards (b), there is additional pressure gradient due to gravity. For a vertical pipe with flow downwards (c), the pressure gradient reduces due to gravity.

Step by step solution

01

Identification of Parameters

Firstly, identify all the known parameters. Given the wall shear stress \( \tau = 1.85 Ib/ft^2 \) and the pipe diameter \(D = 12 in = 1 ft\). The density of water \(\rho\) is approximately 62.4 lbm/ft³ and the viscosity of water \(\mu\) is about 0.00034 lb/ft.s. All measurements should be in a consistent set of units. The unknown parameter is the pressure gradient \(\partial p / \partial x\).
02

Use the Shear Stress and Velocity Gradient Relation

The shear stress at the wall of a pipe can be given by \( \tau = \mu(\partial u / \partial y) \). In a fully developed flow of a pipe, the velocity gradient \( \partial u / \partial y \) at the wall can be simplified to \(U/ \delta \), where \( U \) is the average velocity and \( \delta \) is radius of the pipe. Substituting this into the shear stress wall formula, we get \( \tau = \mu * U / \delta \). From this, we can solve for the average velocity \( U \) as \( U = (\tau * \delta)/ \mu \).
03

Use the Pressure Gradient Equation

The pressure gradient can be calculated by using the formula \( \partial p / \partial x = 2* \mu * U / \delta^2 \). Substituting the expression for \( U \) found in Step 2, we get \( \partial p / \partial x = 2* \mu * \tau * \delta / \mu* \delta^2 = 2 * \tau / \delta \). Calculate the pressure gradient using this formula.
04

Adjust for Pipe Orientation

To account for different pipe orientations, we can add or subtract the hydrostatic pressure change due to gravity. For a horizontal pipe (a), the pressure gradient remains unchanged as \( \partial p / \partial x \). For a vertical pipe with flow upwards (b), the gravitational effects add to the pressure gradient, so the pressure gradient becomes \( \partial p / \partial x + \rho * g \). For a vertical pipe with flow downwards (c), the gravitational effects reduce the pressure gradient, so the pressure gradient becomes \( \partial p / \partial x - \rho * g \).

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