A water main line is composed of two pipes connected in series, pipes AB and BC. Pipe AB is 500 m long and 30 cm in diameter while pipe BC is 800 m long and 20 cm in diameter. Point C is 10 m higher than point A. The pressure at point C is 3 kg per square cm higher than the pressure at point A and the coefficient for minor head losses due to contraction and enlargement are 0.40 and 0.25 respectively. Determine the discharge and flow direction on the water main line using Darcy-Weisbach formula with f = 0.02 for all pipes. Draw approximately the EGL and HGL.

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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 water main line is composed of two pipes connected in series, pipes AB and BC. Pipe AB is 500 m long and 30 cm in diameter while pipe BC is 800 m long and 20 cm in diameter. Point C is 10 m higher than point A. The pressure at point C is 3 kg per square cm higher than the pressure at point A and the coefficient for minor head losses due to contraction and enlargement are 0.40 and 0.25 respectively. Determine the discharge and flow direction on the water main line using Darcy-Weisbach formula with f = 0.02 for all pipes. Draw approximately the EGL and HGL.

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