Given that h=30 mm, μ=0.002 Pa.s and ρ=1000 kgm-3 Consider a steady-state turbulent flow between parallel plates the distance between palates is h. The velocity distribution across the channel is described by power law function. Express the mean flow velocity through the maximum flow velocity for a max velocity flow of 3 m/s. Determine the ratio between the mean (average) flow velocity to the mean flow velocity in a pipe (if D=h), if the maximum velocities are equal for both the cases. Calculate the pressure gradient in a flat channel, using the Blausius equation for a pipe of a circular cross-section using an equivalent pipe diameter concept.
Given that h=30 mm, μ=0.002 Pa.s and ρ=1000 kgm-3 Consider a steady-state turbulent flow between parallel plates the distance between palates is h. The velocity distribution across the channel is described by power law function. Express the mean flow velocity through the maximum flow velocity for a max velocity flow of 3 m/s. Determine the ratio between the mean (average) flow velocity to the mean flow velocity in a pipe (if D=h), if the maximum velocities are equal for both the cases. Calculate the pressure gradient in a flat channel, using the Blausius equation for a pipe of a circular cross-section using an equivalent pipe diameter concept.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Given that h=30 mm, μ=0.002 Pa.s and ρ=1000 kgm-3
Consider a steady-state turbulent flow between parallel plates the distance between palates is h. The
velocity distribution across the channel is described by power law function. Express the mean flow velocity through the maximum flow velocity for a max velocity flow of 3 m/s. Determine the ratio between the mean (average) flow velocity to the mean flow velocity in a pipe (if D=h), if the
maximum velocities are equal for both the cases. Calculate the pressure gradient in a flat channel, using the Blausius equation for a pipe of a circular cross-section using an equivalent pipe diameter concept.
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