A pipe line of 5 cm diameter is reduced abruptly to 2.5 cm diameter at a section to enable measurement of the water flowing through it. The loss of head at the contraction is 0.5 m. Given that, in metric units, √√2g = 4.43 and √g = 3.132. The mean velocity in the reduced section will be (Take C₁ = 0.585) 727

A pipe line of 5 cm diameter is reduced abruptly to 2.5 cm diameter at a section to enable measurement of the water flowing through it. The loss of head at the contraction is 0.5 m. Given that, in metric units, √√2g = 4.43 and √g = 3.132. The mean velocity in the reduced section will be (Take C₁ = 0.585) 727

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.9P

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