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Question

Consider steady, incompressible and irrotational flow through a reducer in a horizontal pipe where the diameter is reduced from 20 cm to 10 cm. The pressure in the 20 cm pipe just upstream of the reducer is 150 kPa. The fluid has a vapour pressure of 50 kPa and a specific weight of 5 kN/m3. Neglecting frictional effects, the maximum discharge (in m3/s) that can pass through the reducer without causing cavitation is

A
0.05
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B
0.16
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C
0.27
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D
0.38
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Solution

The correct option is B 0.16
Given data:
d1=20 cm=0.2 m
d2=10 cm=0.1 m
p1=150 kPa=150000Pa
Vapour pressure,
pv=50 kPa
Specific weight,
w = 5 kN/m3=5000 N/m3=ρg

Applying continuity equation at sections(1)-(1) and (2)-(2). we get
A1V1=A2V2 for incompressible flow
π4d21V1=π4d22V2
d21V1=d22V2
or V1=(d2d1)2V2(1020)2V2=0.25 V2
The maximum pressure in downstream of reducer should be greater or equal to vapour pressure(pv) to avoid cavitation. Therefore for maximum discharge,
p2=pv=50 kPa=50000 Pa
Applying Bernoulli's equation at sections(1)-(1) and (2)-(2), we get
p1ρg+V212g+z1=p2ρg+V222g+z2
p1ρg+V212g=p2ρg+V222g
z1=z2
1500005000+(0.25)2V222×9.81=500005000+V222×9.81
30+0.00318 V22=10+0.0509 V22
V22=418.51
or V2=20.45 m/s
Q=A2V2=π4d22V2
=3.144×(0.1)2× 20.45=0.160 m3/s

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