A small orifice in area is in the vertical side of a rectangular tank. The horizontal sectional area of the tank is 0.40 m2. At a given instant the head on the orifice is 1.2 m. and 312 sec. hater it is 0.6 m. a. Compute the value of the coeff. of discharge C b. Using a coeff. of discharge of 0.60, how long will it take to lower the water surface from 1.2 m. to 0.8 m. c. Using C = 0.60; what will be the height of water
A small orifice in area is in the vertical side of a rectangular tank. The horizontal sectional area of the tank is 0.40 m2. At a given instant the head on the orifice is 1.2 m. and 312 sec. hater it is 0.6 m. a. Compute the value of the coeff. of discharge C b. Using a coeff. of discharge of 0.60, how long will it take to lower the water surface from 1.2 m. to 0.8 m. c. Using C = 0.60; what will be the height of water
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A small orifice in area is in the vertical side of a rectangular tank. The horizontal sectional area of the tank is 0.40 m2. At a given instant the head on the orifice is 1.2 m. and 312 sec. hater it is 0.6 m.
a. Compute the value of the coeff. of discharge C
b. Using a coeff. of discharge of 0.60, how long will it take to lower the water surface from 1.2 m. to 0.8 m.
c. Using C = 0.60; what will be the height of water from 1.2 m. after a lapse of 240 sec.
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