A somestic water preservation tank in a municipality is 13.5 m below the main reservoir. The water is supplied from the main reservoir through a 3 km pipeline that has a sudden contraction from 200mm in diameter to 150 mm diameter. The contraction is at a point 1.5m below the surface level of the main reservoir. The coefficient of friction for both sections of the pipeline is 0.005. At the contraction point the pressure should not fall below the atmospheric pressure of 3 m of water. Neglecting all the minor losses, calculate the maximum allowable length from the contraction to the domestic tank.
A somestic water preservation tank in a municipality is 13.5 m below the main reservoir. The water is supplied from the main reservoir through a 3 km pipeline that has a sudden contraction from 200mm in diameter to 150 mm diameter. The contraction is at a point 1.5m below the surface level of the main reservoir. The coefficient of friction for both sections of the pipeline is 0.005. At the contraction point the pressure should not fall below the atmospheric pressure of 3 m of water. Neglecting all the minor losses, calculate the maximum allowable length from the contraction to the domestic tank.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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5. A somestic water preservation tank in a municipality is 13.5 m below the main reservoir. The water is supplied from the main reservoir through a 3 km pipeline that has a sudden contraction from 200mm in diameter to 150 mm diameter. The contraction is at a point 1.5m below the surface level of the main reservoir. The coefficient of friction for both sections of the pipeline is 0.005. At the contraction point the pressure should not fall below the atmospheric pressure of 3 m of water. Neglecting all the minor losses, calculate the maximum allowable length from the contraction to the domestic tank.
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