c) Estimate the hydraulic gradient in a 2.2 m diameter smooth concrete pipe carrying a discharge of 3.4 cumecs by using (i) Darcy-Weisbach formula, (ii) Manning's formula and (iii) Hazen-William's formula. Given: Hazen William's coefficeint of hydraulic capacity of the smooth pipe 130, Manning's coefficient = 0.013 and Friction factor f = 0.0103. =
c) Estimate the hydraulic gradient in a 2.2 m diameter smooth concrete pipe carrying a discharge of 3.4 cumecs by using (i) Darcy-Weisbach formula, (ii) Manning's formula and (iii) Hazen-William's formula. Given: Hazen William's coefficeint of hydraulic capacity of the smooth pipe 130, Manning's coefficient = 0.013 and Friction factor f = 0.0103. =
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.2P
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