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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3b07f005-da93-4e7b-b7d1-e21b4113106f%2F286dc023-4a25-4fa6-b748-7038cdf4d29c%2Festyer8_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3b07f005-da93-4e7b-b7d1-e21b4113106f%2F286dc023-4a25-4fa6-b748-7038cdf4d29c%2Ff6jqjs2_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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