Water is flowing into and discharging from a pipe U section as shown in the Figure. At flange (1), the total absolute pressure is 208 kPa, and 65kg/s flows into the pipe. At flange (2), the gage pressure is 58 kPa. At location (3), 25kg/s of water discharges to the atmosphere, which is at 100 kPa. Determine the total x- and z-forces at the two flanges connecting the pipe. Take the momentum-flux correction factor to be 1.0. Flow directions are shown on the figure with arrows. Figure is planview, so there is no elevation difference. Draw the control Q3 volume! - 3 cm [10 cm 5 cm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Water is flowing into and discharging from a pipe U section as shown in the Figure.
At flange (1), the total absolute pressure is 208 kPa, and 65kg/s flows into the pipe. At flange
(2), the gage pressure is 58 kPa. At location (3), 25kg/s of water discharges to the atmosphere,
which is at 100 kPa. Determine the total x- and z-forces at the two flanges connecting the pipe.
Take the momentum-flux correction factor to be 1.0. Flow directions are shown on the figure
with arrows. Figure is planview, so there is no elevation difference. Draw the control
Q3
volume!
- 3 cm
[10 cm
5 cm
Transcribed Image Text:Water is flowing into and discharging from a pipe U section as shown in the Figure. At flange (1), the total absolute pressure is 208 kPa, and 65kg/s flows into the pipe. At flange (2), the gage pressure is 58 kPa. At location (3), 25kg/s of water discharges to the atmosphere, which is at 100 kPa. Determine the total x- and z-forces at the two flanges connecting the pipe. Take the momentum-flux correction factor to be 1.0. Flow directions are shown on the figure with arrows. Figure is planview, so there is no elevation difference. Draw the control Q3 volume! - 3 cm [10 cm 5 cm
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