A steady flow of water (p = 1000 kg/m') is flowing through a reducing pipe bend at 20 kg/s to atmospheric air as shown in Figure 1. The pipe bend has a diameter of 0.1 m at the entrance and 0.07 m at the exit. Assume negligible loss and the water stream is flowing on a horizontal plane, determine: (a) Gauge pressure at entrance of the pipe bend. (b) The force "F" acting upon the water stream at the pipe bend. 45° Atmospheric Pressure Diameter = 0.07 m Diameter 0.1 m Figure 1 Internal Flow through the Reducing Pipe Bend
A steady flow of water (p = 1000 kg/m') is flowing through a reducing pipe bend at 20 kg/s to atmospheric air as shown in Figure 1. The pipe bend has a diameter of 0.1 m at the entrance and 0.07 m at the exit. Assume negligible loss and the water stream is flowing on a horizontal plane, determine: (a) Gauge pressure at entrance of the pipe bend. (b) The force "F" acting upon the water stream at the pipe bend. 45° Atmospheric Pressure Diameter = 0.07 m Diameter 0.1 m Figure 1 Internal Flow through the Reducing Pipe Bend
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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B10
![A steady flow of water (p = 1000 kg/m') is flowing through a reducing pipe bend at 20 kg/s
to atmospheric air as shown in Figure 1. The pipe bend has a diameter of 0.1 m at the
entrance and 0.07 m at the exit. Assume negligible loss and the water stream is flowing on
a horizontal plane, determine:
(a) Gauge pressure at entrance of the pipe bend.
(b) The force "F" acting upon the water stream at the pipe bend.
Q1
F.
45°
Atmospheric Pressure
----
Diameter = 0.07 m
%3!
Diameter = 0.1 m
Figure 1 Internal Flow through the Reducing Pipe Bend](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1ae25ece-88c7-4f28-a8c6-4eac86ea2286%2F702232c6-7b97-4ab0-97b1-331338a5ba09%2Fruqln1v_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A steady flow of water (p = 1000 kg/m') is flowing through a reducing pipe bend at 20 kg/s
to atmospheric air as shown in Figure 1. The pipe bend has a diameter of 0.1 m at the
entrance and 0.07 m at the exit. Assume negligible loss and the water stream is flowing on
a horizontal plane, determine:
(a) Gauge pressure at entrance of the pipe bend.
(b) The force "F" acting upon the water stream at the pipe bend.
Q1
F.
45°
Atmospheric Pressure
----
Diameter = 0.07 m
%3!
Diameter = 0.1 m
Figure 1 Internal Flow through the Reducing Pipe Bend
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