4. Water flows steadily from a reservoir tank through a pipe system having various sizes and elevations. Viscous effects can be ignored, and no external force is applied to the system. It is useful to normalize pressure and velocity in such a way that they have a dimension of length, namely 2 and 22, often called pressure head and velocity head, respectively. At points A-G marked in the figure below, evaluate pressure head and velocity head. Also evaluate elevation head (thus, elevation itself) and total head (sum of all three heads). Are total heads at points A-G remain constant? Why or why not? For pressure head, use gauge pressure. For elevation head, use G as a reference elevation (that is, z = 0). 15 ft 6 ft D Flow 6-in Schedule 40 pipe 21 ft 2-in Schedule 40 pipe 1.25-in diameter G

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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4. Water flows steadily from a reservoir tank through a pipe system having various sizes and elevations. Viscous
effects can be ignored, and no external force is applied to the system. It is useful to normalize pressure and
velocity in such a way that they have a dimension of length, namely 2 and 22, often called pressure head and
velocity head, respectively. At points A-G marked in the figure below, evaluate pressure head and velocity
head. Also evaluate elevation head (thus, elevation itself) and total head (sum of all three heads). Are total
heads at points A-G remain constant? Why or why not? For pressure head, use gauge pressure. For elevation
head, use G as a reference elevation (that is, z = 0).
15 ft
6 ft
D
Flow
6-in Schedule 40 pipe
21 ft
2-in Schedule 40 pipe
1.25-in diameter
G
Transcribed Image Text:4. Water flows steadily from a reservoir tank through a pipe system having various sizes and elevations. Viscous effects can be ignored, and no external force is applied to the system. It is useful to normalize pressure and velocity in such a way that they have a dimension of length, namely 2 and 22, often called pressure head and velocity head, respectively. At points A-G marked in the figure below, evaluate pressure head and velocity head. Also evaluate elevation head (thus, elevation itself) and total head (sum of all three heads). Are total heads at points A-G remain constant? Why or why not? For pressure head, use gauge pressure. For elevation head, use G as a reference elevation (that is, z = 0). 15 ft 6 ft D Flow 6-in Schedule 40 pipe 21 ft 2-in Schedule 40 pipe 1.25-in diameter G
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