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A pipe 300m long has a slope of 1:100 and converts from a 1-m diameter at its upper end, where the pressure is 6.87x104kg/m-sec² (68.7kN/m2). To 0.5m at its lower end. If the water flows at a rate of 5400lit/min, determine the pressure at the lower end. Assume the energy loss due to friction is negligible.

A pipe 300m long has a slope of 1:100 and converts from a 1-m diameter at its upper end, where the pressure is 6.87x104kg/m-sec² (68.7kN/m2). To 0.5m at its lower end. If the water flows at a rate of 5400lit/min, determine the pressure at the lower end. Assume the energy loss due to friction is negligible.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A pipe 300m long has a slope of 1:100 and converts from a 1-m diameter at its upper end, where the pressure is 6.87x104kg/m-sec2 (68.7kN/m2). To 0.5m at its lower end. If the water flows at a rate of 5400lit/min, determine the pressure at the lower end. Assume the energy loss due to friction is negligible. A1 A2 2. 300m
Transcribed Image Text:A pipe 300m long has a slope of 1:100 and converts from a 1-m diameter at its upper end, where the pressure is 6.87x104kg/m-sec2 (68.7kN/m2). To 0.5m at its lower end. If the water flows at a rate of 5400lit/min, determine the pressure at the lower end. Assume the energy loss due to friction is negligible. A1 A2 2. 300m
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