Figure Q1 shows an internal piping system of a building. The pipe is uPVC of total length 35 m. The minor loss coefficients are as shown in the figure. The flow velocity in the pipe is designed to be 1.0 m/s and the residual pressure head at appliance X must be at least 0.8m. Determine the required pipe diameter using Darcy Weisbach formula.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Figure Q1 shows an internal piping system of a building. The pipe is uPVC of total
length 35 m. The minor loss coefficients are as shown in the figure. The flow
velocity in the pipe is designed to be 1.0 m/s and the residual pressure head at
appliance X must be at least 0.8m. Determine the required pipe diameter using
Darcy Weisbach formula.
Level 8.5 m
k = 0.8
Water tank
IT
Roof beam
Minor loss coefficients:
E Stop valve, k = 10
O 90°elbow, k = 1
Level 4 m
Figure Q1
Transcribed Image Text:Figure Q1 shows an internal piping system of a building. The pipe is uPVC of total length 35 m. The minor loss coefficients are as shown in the figure. The flow velocity in the pipe is designed to be 1.0 m/s and the residual pressure head at appliance X must be at least 0.8m. Determine the required pipe diameter using Darcy Weisbach formula. Level 8.5 m k = 0.8 Water tank IT Roof beam Minor loss coefficients: E Stop valve, k = 10 O 90°elbow, k = 1 Level 4 m Figure Q1
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