The velocity profile in a circular pipe of radius R = 10 cm is given by: U(r) = Umax [1- ()] where Umax = 20 ms¹ and r is the radial coordinate, with r = 0 representing the center axis of the pipe. The working fluid is ethanol (= 0.001 095 Pas, p = 789 kg m-³. Determine the following: (a) The volume flow rate. [0.489 m³ s-¹] (b) The mass flow rate. [386 kg s-¹] (c) The average velocity. [15.6 m s-¹] (d) The shear stress at the wall of the pipe, if: du dr τ(r) = μ- [-0.0767 Pa] (e) The dynamic pressure in the pipe, calculated using the average velocity. [96 006 Pa]

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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The velocity profile in a circular pipe of radius \( R = 10 \, \text{cm} \) is given by:

\[
U(r) = U_{\text{max}} \left[ 1 - \left( \frac{r}{R} \right)^7 \right]
\]

where \( U_{\text{max}} = 20 \, \text{m s}^{-1} \) and \( r \) is the radial coordinate, with \( r = 0 \) representing the center axis of the pipe. The working fluid is ethanol \((\mu = 0.001 \, 095 \, \text{Pa s}, \, \rho = 789 \, \text{kg m}^{-3})\).

Determine the following:

(a) The volume flow rate. \([0.489 \, \text{m}^3 \text{s}^{-1}]\)

(b) The mass flow rate. \([386 \, \text{kg s}^{-1}]\)

(c) The average velocity. \([15.6 \, \text{m s}^{-1}]\)

(d) The shear stress at the wall of the pipe, if:

\[
\tau(r) = \mu \frac{dU}{dr}
\]

\([-0.0767 \, \text{Pa}]\)

(e) The dynamic pressure in the pipe, calculated using the average velocity. \([96 \, 006 \, \text{Pa}]\)
Transcribed Image Text:The velocity profile in a circular pipe of radius \( R = 10 \, \text{cm} \) is given by: \[ U(r) = U_{\text{max}} \left[ 1 - \left( \frac{r}{R} \right)^7 \right] \] where \( U_{\text{max}} = 20 \, \text{m s}^{-1} \) and \( r \) is the radial coordinate, with \( r = 0 \) representing the center axis of the pipe. The working fluid is ethanol \((\mu = 0.001 \, 095 \, \text{Pa s}, \, \rho = 789 \, \text{kg m}^{-3})\). Determine the following: (a) The volume flow rate. \([0.489 \, \text{m}^3 \text{s}^{-1}]\) (b) The mass flow rate. \([386 \, \text{kg s}^{-1}]\) (c) The average velocity. \([15.6 \, \text{m s}^{-1}]\) (d) The shear stress at the wall of the pipe, if: \[ \tau(r) = \mu \frac{dU}{dr} \] \([-0.0767 \, \text{Pa}]\) (e) The dynamic pressure in the pipe, calculated using the average velocity. \([96 \, 006 \, \text{Pa}]\)
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