2. A biofluid is flowing downward under gravity in a vertical tube with a radius of R = 0.25 in. Its dynamic viscosity is u-8.36 X104 lbf s/ft² and it has a specific gravity of SG=0.92 (p = 1.44 slug/ft³). R= 0.25 in a. Assuming steady flow, axisymmetry, and no pressure gradient, use the Navier-Stokes equation to solve the flow field, i.e. V.(r). b. Compute the flow rate Q=-4 using = ½ Umax for the average velocity.

Structural Analysis
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Chapter2: Loads On Structures
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2. A biofluid is flowing downward under gravity in a vertical tube with a radius of R = 0.25 in. Its
dynamic viscosity is u-8.36 X104 lbf s/ft² and it has a specific gravity of SG=0.92 (p = 1.44
slug/ft³).
R=
0.25 in
a. Assuming steady flow, axisymmetry, and no pressure gradient, use the Navier-Stokes
equation to solve the flow field, i.e. V.(r).
b. Compute the flow rate Q=-4 using = ½ Umax for the average velocity.
Transcribed Image Text:2. A biofluid is flowing downward under gravity in a vertical tube with a radius of R = 0.25 in. Its dynamic viscosity is u-8.36 X104 lbf s/ft² and it has a specific gravity of SG=0.92 (p = 1.44 slug/ft³). R= 0.25 in a. Assuming steady flow, axisymmetry, and no pressure gradient, use the Navier-Stokes equation to solve the flow field, i.e. V.(r). b. Compute the flow rate Q=-4 using = ½ Umax for the average velocity.
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