d. 0.25 m3/sSituation XXI. A 20 cm diameter pipe length of 100 m with z 60 m, f= 0.02 m and loss of headdue to entrance coefficient k 0.5.55. What is the flow rate?a. 11.48 m/sb. 10.12 m/sС.15.55 m/sd. 18.79 m/s Situation XX: In the figure shown, z, = 4 m, length of pipe from the reservoir to the pump is 120%3Dm, from the pump to the nozzle is 1000 m. The diameters of pipes are 0.60 and 0.45 m respectively.The gage pressure at B (the suction side of the pump) is -64 KPa. Neglect minor losses.ВCP.0.45 m diam.LCD = 1000 m%3DZp = 4 mf = 0.020.60 m diam.LAB = 120 mf = 0.02%3D52. Compute the velocity of water in pipe AB.a. 2.297 m/sb. 1.452 m/sc. 3.147 m/sd. 2.672 m/s53. Compute the velocity of water in pipe CD.a. 1.23 m/sb. 4.08 m/sc. 3.56 m/sd. 5.59 m/s54. Compute the discharge of the pipe from A to B due to pumping.a. 0.65 m3/sb. 0.45 m3/sc. 0.89 m³/sd. 0.25 m3/s60 m, f= 0.02 m and loss of headith

Solution:- Given details: Diameter of pipe, d =20 cm, Length L =100 m. Head loss coefficient k =0.5…

d. Situation XXI. A 20 cm diameter pipe length of 100 m with z = 60 m, f 0.02 m and loss of head due to entrance coefficient k 0.5. 55. What is the flow rate? %3D a. 11.48 m/s b. 10.12 m/s 15.55 m/s C. d. 18.79 m/s

d. Situation XXI. A 20 cm diameter pipe length of 100 m with z = 60 m, f 0.02 m and loss of head due to entrance coefficient k 0.5. 55. What is the flow rate? %3D a. 11.48 m/s b. 10.12 m/s 15.55 m/s C. d. 18.79 m/s

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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Time and time related variables in engineering

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Question

d. 0.25 m3/s
Situation XXI. A 20 cm diameter pipe length of 100 m with z 60 m, f= 0.02 m and loss of head
due to entrance coefficient k 0.5.
55. What is the flow rate?
a. 11.48 m/s
b. 10.12 m/s
С.
15.55 m/s
d. 18.79 m/s

Situation XX: In the figure shown, z, = 4 m, length of pipe from the reservoir to the pump is 120
%3D
m, from the pump to the nozzle is 1000 m. The diameters of pipes are 0.60 and 0.45 m respectively.
The gage pressure at B (the suction side of the pump) is -64 KPa. Neglect minor losses.
В
C
P.
0.45 m diam.
LCD = 1000 m
%3D
Zp = 4 m
f = 0.02
0.60 m diam.
LAB = 120 m
f = 0.02
%3D
52. Compute the velocity of water in pipe AB.
a. 2.297 m/s
b. 1.452 m/s
c. 3.147 m/s
d. 2.672 m/s
53. Compute the velocity of water in pipe CD.
a. 1.23 m/s
b. 4.08 m/s
c. 3.56 m/s
d. 5.59 m/s
54. Compute the discharge of the pipe from A to B due to pumping.
a. 0.65 m3/s
b. 0.45 m3/s
c. 0.89 m³/s
d. 0.25 m3/s
60 m, f= 0.02 m and loss of head
ith

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