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Q1: Figure shows the water pipe network shown: a) Analyze the water pipe network shown take Hazen-Williams coefficient, C= 120? b) Find the velocity in each pipe? c) Select the critical path and calculate the residual pressure at point (pressure 2 m/min), if static pressure head at A 250 kPa? 6 m/min 300 mm 1000m 2.25 m/min 150 mm 1000m 1.75 m/min 2 m/min 250 mm 500m 500m ww 007

Q1: Figure shows the water pipe network shown: a) Analyze the water pipe network shown take Hazen-Williams coefficient, C= 120? b) Find the velocity in each pipe? c) Select the critical path and calculate the residual pressure at point (pressure 2 m/min), if static pressure head at A 250 kPa? 6 m/min 300 mm 1000m 2.25 m/min 150 mm 1000m 1.75 m/min 2 m/min 250 mm 500m 500m ww 007

Structural Analysis
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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Q1: Figure shows the water pipe network shown: a) Analyze the water pipe network shown take Hazen-Williams coefficient, C= 120? b) Find the velocity in each pipe? c) Select the critical path and calculate the residual pressure at point (pressure 2 m/min), if static pressure head at A 250 kPa? 6 m/min 300 mm 1000m 2.25 m/min 150 mm 1000m 1.75 m/min 2 m/min D L h ΔΩ V LINE DIRECTION s0.54 h/Q (m/min) (m/sec) (m) (m/m) (m) (m) (m/min) (m/sec) AB 120 0.3 1000 BC 120 0.2 500 CD 120 0.15 1000 DA 120 0.25 500 %ERROR 250 mm 200 mm 500m
Transcribed Image Text:Q1: Figure shows the water pipe network shown: a) Analyze the water pipe network shown take Hazen-Williams coefficient, C= 120? b) Find the velocity in each pipe? c) Select the critical path and calculate the residual pressure at point (pressure 2 m/min), if static pressure head at A 250 kPa? 6 m/min 300 mm 1000m 2.25 m/min 150 mm 1000m 1.75 m/min 2 m/min D L h ΔΩ V LINE DIRECTION s0.54 h/Q (m/min) (m/sec) (m) (m/m) (m) (m) (m/min) (m/sec) AB 120 0.3 1000 BC 120 0.2 500 CD 120 0.15 1000 DA 120 0.25 500 %ERROR 250 mm 200 mm 500m
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