A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water (kinematic viscosity = 0.9x10-6 m²s) with velocity of 3 m/s. Friction factor (f) for laminar flow is given by f = 64 / Re, and for turbulent flow it is given by 1 √F = 210g₁ k +1. +1.74, where, = Re Reynolds number, r = radius of pipe, k = roughness height and g= 9.81 m/s². The head loss (in m, up to three decimal places) in the pipe due to friction is

A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water (kinematic viscosity = 0.9x10-6 m²s) with velocity of 3 m/s. Friction factor (f) for laminar flow is given by f = 64 / Re, and for turbulent flow it is given by 1 √F = 210g₁ k +1. +1.74, where, = Re Reynolds number, r = radius of pipe, k = roughness height and g= 9.81 m/s². The head loss (in m, up to three decimal places) in the pipe due to friction is

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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