In a pipeline of diameter 'd there is a large number of laterals tapping uniformly at the average rate of Q,, where Q, equals the discharge at entrance of main pipe divided by numbers of lateral in length T of main pipe as shown in the figure. Prove that loss of head due to friction will be equal to 1/3rd of loss of head due to friction in the same pipe without any laterals. S S S S S S S S S + S

In a pipeline of diameter 'd there is a large number of laterals tapping uniformly at the average rate of Q,, where Q, equals the discharge at entrance of main pipe divided by numbers of lateral in length T of main pipe as shown in the figure. Prove that loss of head due to friction will be equal to 1/3rd of loss of head due to friction in the same pipe without any laterals. S S S S S S S S S + S

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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