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Levels Tought:
Elementary,Middle School,High School,College,University,PHD
| Teaching Since: | May 2017 |
| Last Sign in: | 408 Weeks Ago, 4 Days Ago |
| Questions Answered: | 66690 |
| Tutorials Posted: | 66688 |
MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
1. Water flows at a steady mean velocity of 1.5 m ·s−1 through a 50 mm diameter pipe sloping upwards at 45◦ to the horizontal. At a section some distance downstream of the inlet the pressure is 700 kPa and at a section 30 m further along the pipe the pressure is 462 kPa. Determine the average shear stress at the wall of the pipe and at a radius of 10 mm.
2. A fluid of constant density e enters a horizontal pipe of radius R with uniform velocity V and pressure p1. At a downstream section the pressure is p2 and the velocity varies with radius r according to the equation u = 2V{1 − (r2/R2)}. Show that the friction force at the pipe walls from the inlet to the section considered is given by πR2(p1 − p2 − eV2/3).
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