Q4: A tank of water empties by gravity through a horizontal pipe into another tank in figure (1) .There is a sudden enlargement in the pipe as shown.At a certain time the difference in levels is 3m.Each pipe is 5m long and has a friction coefficient Cf-0.007 The inlet loss constant is K-0.5 and bore diameter in point A 20mm ,and bore diameter in point B 60mm.Calculate point. the volume flow rate this Calculate the volume flow rate at this point. (1) (2) 20 mm bore diameter 3 m 60 mm bore diameter

Q4: A tank of water empties by gravity through a horizontal pipe into another tank in figure (1) .There is a sudden enlargement in the pipe as shown.At a certain time the difference in levels is 3m.Each pipe is 5m long and has a friction coefficient Cf-0.007 The inlet loss constant is K-0.5 and bore diameter in point A 20mm ,and bore diameter in point B 60mm.Calculate point. the volume flow rate this Calculate the volume flow rate at this point. (1) (2) 20 mm bore diameter 3 m 60 mm bore diameter

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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