Chapter 8: Problem 77
Consider fully developed laminar flow in a circular tube. Evaluate the kinetic energy coefficient for this flow.
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Chapter 8: Problem 77
Consider fully developed laminar flow in a circular tube. Evaluate the kinetic energy coefficient for this flow.
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A water tank (open to the atmosphere) contains water to a depth of \(5 \mathrm{m} .\) A 25 -mm-diameter hole is punched in the bottom. Modeling the hole as square-edged, estimate the flow rate (L/s) exiting the tank. If you were to stick a short section of pipe into the hole, by how much would the flow rate change? If instead you were to machine the inside of the hole to give it a rounded edge \((r=5 \mathrm{mm})\), by how much would the flow rate change?
\( \mathrm{A}\) smooth, 75 -mm-diameter pipe carries water \(\left(65^{\circ} \mathrm{C}\right)\) horizontally. When the mass flow rate is \(0.075 \mathrm{kg} / \mathrm{s}\), the pressure drop is measured to be 7.5 Pa per \(100 \mathrm{m}\) of pipe. Based on these measurements, what is the friction factor? What is the Reynolds number? Does this Reynolds number generally indicate laminar or turbulent flow? Is the flow actually laminar or turbulent?
Two immiscible fluids are contained between infinite parallel plates. The plates are separated by distance \(2 h\), and the two fluid layers are of equal thickness \(h=5 \mathrm{mm}\). The dynamic viscosity of the upper fluid is four times that of the lower fluid, which is \(\mu_{10 \text { wer }}=0.1 \mathrm{N} \cdot \mathrm{s} / \mathrm{m}^{2}\). If the plates are stationary and the applied pressure gradient is \(-50 \mathrm{kPa} / \mathrm{m}\) find the velocity at the interface. What is the maximum velocity of the flow? Plot the velocity distribution.
A venturi meter with a 3 -in. -diameter throat is placed in a 6 -in.-diameter line carrying water at \(75^{\circ} \mathrm{F}\), The pressure drop between the upstream tap and the venturi throat is 12 in. of mercury. Compute the rate of flow.
A fluid flows steadily between two parallel plates. The flow is fully developed and laminar. The distance between the plates is \(h\) (a) Derive an equation for the shear stress as a function of \(y\) Sketch this function. (b) For \(\mu=2.4 \times 10^{-5} \mathrm{lbf} \cdot \mathrm{s} / \mathrm{ft}^{2}, \quad \partial p / \partial x=-4.0 \mathrm{lbf} / \mathrm{ft}^{2} / \mathrm{n}\) and \(h=0.05\) in.., calculate the maximum shear stress, in \(\mathrm{lbf} / \mathrm{ft}^{2}\)
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