A 10-cm diameter x 20 m long closed conduit pipe inclining at 45°, flowing upward full of water at a velocity of 1 mps and operating at a pressure of 50 kPa has a coefficient of friction of 0.02. Find the total friction head loss of the pipe within its length, the velocity head and pressure head of water, x-sectional area, wetted perimeter, hydraulic radius, and its discharge in lps. If the elevation at the end of the pipe section is 100 m above sea level, what is the total energy head of water at this end reckon from sea level?

A 10-cm diameter x 20 m long closed conduit pipe inclining at 45°, flowing upward full of water at a velocity of 1 mps and operating at a pressure of 50 kPa has a coefficient of friction of 0.02. Find the total friction head loss of the pipe within its length, the velocity head and pressure head of water, x-sectional area, wetted perimeter, hydraulic radius, and its discharge in lps. If the elevation at the end of the pipe section is 100 m above sea level, what is the total energy head of water at this end reckon from sea level?

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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