Reservoir D is fed by a pump and pipe system. Pressure heads in the pipe flow at the entrance and at the outlet from the pump are 5 m and 105 m, respectively. The geometric of the pipe before the pump is 0.50 m. The efficient power of the pump is 75 kW. The friction factor at all the pipe system is f = 0.03. Minor losses are to be neglected.

Reservoir D is fed by a pump and pipe system. Pressure heads in the pipe flow at the entrance and at the outlet from the pump are 5 m and 105 m, respectively. The geometric of the pipe before the pump is 0.50 m. The efficient power of the pump is 75 kW. The friction factor at all the pipe system is f = 0.03. Minor losses are to be neglected.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Q. 4 Reservoir D is fed by a pump and pipe system. Pressure heads in the pipe flow at the
entrance and at the outlet from the pump are 5 m and 105 m, respectively. The geometric
of the pipe before the pump is 0.50 m. The efficient power of the pump is 75 kW. The
friction factor at all the pipe system is f = 0.03. Minor losses are to be neglected.
Pipe Length (m)
Diameter (mm)F
ВС
1000
300
0.03
Table 2
CID
3000
400
0.03
C2D
1500
200
0.03
D
1
Q. 4
0.50m
Pump
A
B

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