(CLO1/ELO1, 2 min) (2) Find the value of Q (m3/s) in pipe 2. If the pump characteristic curve is known Hp = 90 – 1002 ; The elevations of A, B and C are 20m, 40m and 45m, respectively; L(m) 125 Pipe D(m) K 0.35 0.03 3 2 150 0.2 0.02 1. 500 0.2 0.03 4 600 0.2 0.02 400 0.25 0.02 Select one: O a. 0.15 b. 0.30 c. 0. 34 d. 0.25 e. 0.20

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(CLO1/ELO1, 2 min)
[2]
(3]
Find the value of a (m3/s) in pipe 2. If the pump characteristic curve is known Hp = 90 – 1002 ; The
elevations of A, B and C are 20m, 40m and 45m, respectively;
Pipe
L(m)
D(m)
f
K
125
0.35
0.03
2
150
0.2
0.02
3.
500
0.2
0.03
1
4
600
0.2
0.02
400
0.25
0.02
2
Select one:
a. 0.15
b. 0.30
c. 0. 34
d. 0.25
e. 0.20
Transcribed Image Text:(CLO1/ELO1, 2 min) [2] (3] Find the value of a (m3/s) in pipe 2. If the pump characteristic curve is known Hp = 90 – 1002 ; The elevations of A, B and C are 20m, 40m and 45m, respectively; Pipe L(m) D(m) f K 125 0.35 0.03 2 150 0.2 0.02 3. 500 0.2 0.03 1 4 600 0.2 0.02 400 0.25 0.02 2 Select one: a. 0.15 b. 0.30 c. 0. 34 d. 0.25 e. 0.20
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