A 0.0075 m2 orifice is attached at the side of a tank with a head of 6.7 m. The coefficient of
A 0.0075 m2 orifice is attached at the side of a tank with a head of 6.7 m. The coefficient of
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![SITUATION 6:
A 0.0075 m2 orifice is attached at the side of a
tank with a head of 6.7 m. The coefficient of
velocity and coefficient of discharge are 0.98
and 0.72, respectively.
26. Find the actual flow rate.
a. 0.0619
m3
b. 0.0215
m3
REVIEW
c. 0,0809
d. 0.0975
m³
27. The area of water jet out the orifice is most
Vikely equal to
a. 0.0021m2
b. 0.0037m2
d. 0.0051m2
c. 0.0019m²
2.
28. The ideal efflux velocity of the orifice.
m.
a. 11.465
b. 7.732
RE
c. 9.532
d. 10.237](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5f30b11a-3c31-4c23-b07a-c54603db002c%2F36a70983-4483-43a4-b855-ca17d177b3e9%2F6yog5wk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SITUATION 6:
A 0.0075 m2 orifice is attached at the side of a
tank with a head of 6.7 m. The coefficient of
velocity and coefficient of discharge are 0.98
and 0.72, respectively.
26. Find the actual flow rate.
a. 0.0619
m3
b. 0.0215
m3
REVIEW
c. 0,0809
d. 0.0975
m³
27. The area of water jet out the orifice is most
Vikely equal to
a. 0.0021m2
b. 0.0037m2
d. 0.0051m2
c. 0.0019m²
2.
28. The ideal efflux velocity of the orifice.
m.
a. 11.465
b. 7.732
RE
c. 9.532
d. 10.237
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