2. Water is flowing in a pipe system as shown in the figure. The pipes properties are as shown in the table. By assuming the flow in both pipes is fully turbulent, determine the flow velocity in pipe 1 and 2. D (mm) Ductile Iron 100mm UPVC Туре L (m) 95 Pipe 1. 50mm 72

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Water is flowing in a pipe system as shown in the figure. The pipes properties are as shown in the
table. By assuming the flow in both pipes is fully turbulent, determine the flow velocity in pipe 1
and 2.
Pipe
Туре
D (mm)
L (m)
1.
Ductile Iron 100mm
95
UPVC
50mm
72
Transcribed Image Text:2. Water is flowing in a pipe system as shown in the figure. The pipes properties are as shown in the table. By assuming the flow in both pipes is fully turbulent, determine the flow velocity in pipe 1 and 2. Pipe Туре D (mm) L (m) 1. Ductile Iron 100mm 95 UPVC 50mm 72
15 m
Globe valve O
NOT TO SCALE
opened end
Use the following methods:
(a) Darcy Weisbach formula with loss coefficient method,
(b) Darcy Weisbach formula with effective pipe length method,
(c) Hazen William's formula with loss coefficient methos, and
(d) Hazen William's formula with effective pipe length method.
(Ans.: 0.834 m/s, 3.336 m/s, 0.883 m/s, 3.530 m/s, 0.810 m/s, 3.240 m/s, 0.810 m/s, 3.240 m/s)
Gate valve
Transcribed Image Text:15 m Globe valve O NOT TO SCALE opened end Use the following methods: (a) Darcy Weisbach formula with loss coefficient method, (b) Darcy Weisbach formula with effective pipe length method, (c) Hazen William's formula with loss coefficient methos, and (d) Hazen William's formula with effective pipe length method. (Ans.: 0.834 m/s, 3.336 m/s, 0.883 m/s, 3.530 m/s, 0.810 m/s, 3.240 m/s, 0.810 m/s, 3.240 m/s) Gate valve
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