A horizontal water pipe is reduced in size from 18 in. in diameter at point A to 6 in. in diameter at point B. The flow in the pipe is 10 cu ft. per sec, and the pressure at A is 20 lb. per sq. in. (gage). If it is assumed that there is no loss in energy due to friction, what is the pressure at B?
A horizontal water pipe is reduced in size from 18 in. in diameter at point A to 6 in. in diameter at point B. The flow in the pipe is 10 cu ft. per sec, and the pressure at A is 20 lb. per sq. in. (gage). If it is assumed that there is no loss in energy due to friction, what is the pressure at B?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A horizontal water pipe is reduced in size from 18 in. in diameter at point A to 6 in. in diameter at point B. The flow in the pipe is 10 cu ft. per sec, and the pressure at A is 20 lb. per sq. in. (gage). If it is assumed that there is no loss in energy due to friction, what is the pressure at B?
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