A 6-cm-diameter horizontal water pipe expands gradually to a 9-cm-diameter pipe. The walls of the expansion section are angled 30° from the horizontal. The average velocity and pressure of water before the expansion section are 7 m/s and 150 Ka, respectively. Determine the head loss (m) in the expansion section. 6 cm 9 cm Water 7 m/s 150 kPa Gradual Expansion and Contraction (based on the velocity in the smaller-diameter pipe) Expansion: K = 0.02 for 0 = 20° K = 0.04 for 0 = 45° K = 0.07 for 0 = 60° Contraction (for 0 = 20°): K = 0.30 for d/D = 0.2 K = 0.25 for dlD = 0.4 K, = 0.15 for diD = 0.6 K = 0.10 for dlD = 0.8 %3D -v d d %3D
A 6-cm-diameter horizontal water pipe expands gradually to a 9-cm-diameter pipe. The walls of the expansion section are angled 30° from the horizontal. The average velocity and pressure of water before the expansion section are 7 m/s and 150 Ka, respectively. Determine the head loss (m) in the expansion section. 6 cm 9 cm Water 7 m/s 150 kPa Gradual Expansion and Contraction (based on the velocity in the smaller-diameter pipe) Expansion: K = 0.02 for 0 = 20° K = 0.04 for 0 = 45° K = 0.07 for 0 = 60° Contraction (for 0 = 20°): K = 0.30 for d/D = 0.2 K = 0.25 for dlD = 0.4 K, = 0.15 for diD = 0.6 K = 0.10 for dlD = 0.8 %3D -v d d %3D
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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![A 6-cm-diameter horizontal water pipe expands gradually to a 9-cm-diameter pipe. The walls of the expansion section are angled 30° from the horizontal. The average
velocity and pressure of water before the expansion section are 7 m/s and 150 Ka, respectively. Determine the head loss (m) in the expansion section.
6 cm
9 cm
Water
7 m/s
150 kPa
Gradual Expansion and Contraction (based on the velocity in the smaller-diameter pipe)
Expansion:
K = 0.02 for 0 = 20°
K = 0.04 for 0 = 45°
K = 0.07 for 0 = 60°
Contraction (for 0 = 20°):
K = 0.30 for d/D = 0.2
K = 0.25 for dlD = 0.4
K, = 0.15 for diD = 0.6
K = 0.10 for dlD = 0.8
%3D
-v d
d
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1e74d005-1337-463f-9c97-3fffbdaa320e%2F96164088-fbd6-4f12-a5fa-f48e84b08932%2Fyqbrhqe_processed.png&w=3840&q=75)
Transcribed Image Text:A 6-cm-diameter horizontal water pipe expands gradually to a 9-cm-diameter pipe. The walls of the expansion section are angled 30° from the horizontal. The average
velocity and pressure of water before the expansion section are 7 m/s and 150 Ka, respectively. Determine the head loss (m) in the expansion section.
6 cm
9 cm
Water
7 m/s
150 kPa
Gradual Expansion and Contraction (based on the velocity in the smaller-diameter pipe)
Expansion:
K = 0.02 for 0 = 20°
K = 0.04 for 0 = 45°
K = 0.07 for 0 = 60°
Contraction (for 0 = 20°):
K = 0.30 for d/D = 0.2
K = 0.25 for dlD = 0.4
K, = 0.15 for diD = 0.6
K = 0.10 for dlD = 0.8
%3D
-v d
d
%3D
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