If the flow rate through a 10-cm diameter wrought iron pipe (see Figure below) is 0.04 m³/s, find the difference in elevation of the two reservoirs. Take roughness height for wrought iron = 0.046 mm, and use Moody diagram. Kinematic viscosity of water is given to be 10-6 m²/s. Use the following minor loss coefficients: Kentrance=0.5; Kvalve-5.7; Kelbows 0.64 (there are two); Kexit=1 Q2. Water 20°C Screwed globe valve (fully open) H
If the flow rate through a 10-cm diameter wrought iron pipe (see Figure below) is 0.04 m³/s, find the difference in elevation of the two reservoirs. Take roughness height for wrought iron = 0.046 mm, and use Moody diagram. Kinematic viscosity of water is given to be 10-6 m²/s. Use the following minor loss coefficients: Kentrance=0.5; Kvalve-5.7; Kelbows 0.64 (there are two); Kexit=1 Q2. Water 20°C Screwed globe valve (fully open) H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:If the flow rate through a 10-cm diameter wrought iron pipe (see
Figure below) is 0.04 m3/s, find the difference in elevation of the two reservoirs.
Take roughness height for wrought iron = 0.046 mm, and use
Moody diagram. Kinematic viscosity of water is given to be 10-6 m²/s. Use the
following minor loss coefficients:
Kentrance=0.5; Kvalve-5.7; Kelbows 0.64 (there are two); Kexit=1
Q2.
Water
20°C
Screwed
globe valve
(fully open)
20 m
Screwed
elbows
10 m
20 m
10-cm-dia.
wrought iron pipe
H
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