SITUATION 6:A 0.0075 m2 orifice is attached at the side of atank with a head of 6.7 m. The coefficient ofvelocity and coefficient of discharge are 0.98and 0.72, respectively.26. Find the actual flow rate.a. 0.0619m3b. 0.0215m3REVIEWc. 0,0809d. 0.0975m³27. The area of water jet out the orifice is mostVikely equal toa. 0.0021m2b. 0.0037m2d. 0.0051m2c. 0.0019m²2.28. The ideal efflux velocity of the orifice.m.a. 11.465b. 7.732REc. 9.532d. 10.237

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Engineering

Civil Engineering

A 0.0075 m2 orifice is attached at the side of a tank with a head of 6.7 m. The coefficient of

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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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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