A vertical cylindrical tank 3 m in diameter has a circular orifice 10 cm in diameter on the vertical side at its bottom. The tank is filled with water such that the head over the orifice is 7 m. If Cᵥ = 0.98 and C꜀ = 0.61, *determine (a) the interval of time for the velocity of the jet issuing at the orifice to change from 10 m/s to 7 m/s. Assume that the velocity of approach is negligible. *what is the head when the velocity is (b) 10 m/s? Assume that the velocity of approach is negligible..... *what is the head when the velocity is (c) 7 m/s? Assume that the velocity of approach is negligible....

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A vertical cylindrical tank 3 m in diameter has a circular orifice 10 cm in diameter on the vertical side at its bottom. The tank is filled with water such that the head over the orifice is 7 m. If Cᵥ = 0.98 and C꜀ = 0.61, *determine (a) the interval of time for the velocity of the jet issuing at the orifice to change from 10 m/s to 7 m/s. Assume that the velocity of approach is negligible. *what is the head when the velocity is (b) 10 m/s? Assume that the velocity of approach is negligible..... *what is the head when the velocity is (c) 7 m/s? Assume that the velocity of approach is negligible....
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