A fluid flows downward with the rate of Q=0.015 m/s in a smooth vertical pipe with the length of l. (a) Find the diameter of the pipe if the pressure drop (p1- p2) is zero. (Hint: Use Moody Chart with the initial guess of f=0.02. Two iterations are enough) (b) If the pipe outflow hits a fixed vane as shown in the figure, what would be the horizontal and vertical forces (Fx, Fy) on the vane? (p = 1000 kg/m³; µ = 0.001 kg/m. s; a = 30 deg)

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.14P
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0.1
0.09
Wholly turbulent flow
0.08
0.05
0.04
0.07
0.06
0.03
0.05-
0.02
0.015
0.04
0.01
0.008
0.006
0.004 D
0.03-
0.025
0.002
0.02
9.001
0.0008
0.0006
0.0004
Laminar
flow
0.015
Smooth
0.0002
0.0001
0.00005
Transition range
0.01-
0.009
0.008
0.00001
2(10)
6 8
2(10)
6 8
210)
468
2110)
2(10')
4.
4 6 8
4 6 8
10
10
10
10
10
Re eVD
->
Transcribed Image Text:0.1 0.09 Wholly turbulent flow 0.08 0.05 0.04 0.07 0.06 0.03 0.05- 0.02 0.015 0.04 0.01 0.008 0.006 0.004 D 0.03- 0.025 0.002 0.02 9.001 0.0008 0.0006 0.0004 Laminar flow 0.015 Smooth 0.0002 0.0001 0.00005 Transition range 0.01- 0.009 0.008 0.00001 2(10) 6 8 2(10) 6 8 210) 468 2110) 2(10') 4. 4 6 8 4 6 8 10 10 10 10 10 Re eVD ->
A fluid flows downward with the rate of Q=0.015 m/s in a smooth vertical
pipe with the length of l. (a) Find the diameter of the pipe if the pressure
drop (pi – p2) is zero. (Hint: Use Moody Chart with the initial guess of f=0.02.
Two iterations are enough) (b) If the pipe outflow hits a fixed vane as shown
in the figure, what would be the horizontal and vertical forces
(Fx, Fy) on the vane?
(p = 1000 kg/m3; u = 0.001 kg/m. s; a = 30 deg)
Transcribed Image Text:A fluid flows downward with the rate of Q=0.015 m/s in a smooth vertical pipe with the length of l. (a) Find the diameter of the pipe if the pressure drop (pi – p2) is zero. (Hint: Use Moody Chart with the initial guess of f=0.02. Two iterations are enough) (b) If the pipe outflow hits a fixed vane as shown in the figure, what would be the horizontal and vertical forces (Fx, Fy) on the vane? (p = 1000 kg/m3; u = 0.001 kg/m. s; a = 30 deg)
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