QUESTION 2 A vertical circular tank that is 1.5 m high, has sloping sides. The tank is 50 m and 30 m in the top and bottom diameters respectively. Discharge takes place through a triangular orifice situated at the bottom of the tank. The orifice has a base of 0.8 m long, 0.5 m below its vertex. If the tank is originaly full of water, what time is required to empty the tank? Take discharge coefficient as 0.63.
QUESTION 2 A vertical circular tank that is 1.5 m high, has sloping sides. The tank is 50 m and 30 m in the top and bottom diameters respectively. Discharge takes place through a triangular orifice situated at the bottom of the tank. The orifice has a base of 0.8 m long, 0.5 m below its vertex. If the tank is originaly full of water, what time is required to empty the tank? Take discharge coefficient as 0.63.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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![QUESTION 2
A vertical circular tank that is 1.5 m high, has sloping sides. The tank is 50 m and 30 m
in the top and bottom diameters respectively. Discharge takes place through a
triangular orifice situated at the bottom of the tank. The orifice has a base of 0.8 m
long, 0.5 m below its vertex. If the tank is originally full of water, what time is required
to empty the tank? Take discharge coefficient as 0.63.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcf4ff662-f82c-4f38-9a5c-53177439afe0%2F8e26aea9-a221-4743-88cd-364c001e60c0%2F2aco0kn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:QUESTION 2
A vertical circular tank that is 1.5 m high, has sloping sides. The tank is 50 m and 30 m
in the top and bottom diameters respectively. Discharge takes place through a
triangular orifice situated at the bottom of the tank. The orifice has a base of 0.8 m
long, 0.5 m below its vertex. If the tank is originally full of water, what time is required
to empty the tank? Take discharge coefficient as 0.63.
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