(4) Consider that we have a horizentral pipe, like shown in the sketh, which is carrying in this case, cooling water at 10 °C. The elevation of the big tank of cooling water is 100 m, the elevation of the center line of the pipe is 20 m, the length of the pipe is 2000 m. Head loss in the pipe is 0. 07 L / D) V? H. D=20 cm, the rate of flow is 0.06 m3/s, a=1 Please calculate the 2g pressure in the pipe.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(4) Consider that we have a horizentral pipe, like shown in the sketh, which is carrying in this case,
cooling water at 10 °C. The elevation of the big tank of cooling water is 100 m, the elevation of the
center line of the pipe is 20 m, the length of the pipe is 2000 m. Head loss in the pipe is
0. 07 L / D) V?
H.
D=20 cm, the rate of flow is 0.0
a=1
ase calculate the
2g
pressure in the pipe.
Elevation = 100 m
Elevation = 20 m
L=2000 m
%3D
II
||
Transcribed Image Text:(4) Consider that we have a horizentral pipe, like shown in the sketh, which is carrying in this case, cooling water at 10 °C. The elevation of the big tank of cooling water is 100 m, the elevation of the center line of the pipe is 20 m, the length of the pipe is 2000 m. Head loss in the pipe is 0. 07 L / D) V? H. D=20 cm, the rate of flow is 0.0 a=1 ase calculate the 2g pressure in the pipe. Elevation = 100 m Elevation = 20 m L=2000 m %3D II ||
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