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Question

Water ρ=1000kg/m3 flows through a venturimeter with inlet diameter 80 mm and throat diameter 40 mm. The inlet and throat gauge pressures are measured to be 400 kPa and 130 kPa respectively. Assuming the venturimeter to be horizontal and neglecting friction, the inlet velocity (in m/s) is______
  1. 6

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Solution

The correct option is A 6
Given data:
ρ=1000kg/m3
d1=80 mm=0.08 m
d2=40 mm=0.04 m


p1=400 kPa=400×103 Pa
p2=130 kPa=130×103 Pa

Applying Bernoulli's equation between sections 1 and 2.

p1ρg+v212g+z1 p2ρg+v222g+z2

where z1=z1 for horizontal pipe

p1ρg+v212g =p2ρg+v222g

or p1p2ρg=v22v212g

or p1p2ρ=v22v222g(i)

Applying continuity equation between sections 1 and 2.

A1V1=A2V2

π4d21V1=π2d22V2


or d21V1=d22V2

or V2=(d1d2)2V1=(0.080.04)2V1

V2=4V1

Substituting V2=4V1 in Eq.(i),we get

400×103130×1031000=(4V1)2V212

540=16V21V21
540=15V21
or V21=36 or V1=6m/s

Method II:

Given: P1=400kPa,=400×103Pa
P2=130kPa=130×103Pa
z1=z2(Venturimeter is horizontal)

Discharge of venturimeter,

Q=a1a22gha21a22

h=(P1ρg+z1)(P2ρg+z2)

=(400×1039810130×1039810)

=27.52 m
Inlet velocity V1=Qa1=a22gha21a22

=π4(0.04)32×9.81×27.52[π4(0.08)]2[π4(0.04)2]2

=6 m/s




POINTS TO REMEMBER
Here, we have taken, discharge of venturimeter, Q as the ideal discharge, thats's why we applied:

Q=a1a22gha21a22

If we take actual discharge, then
Qactual=CDQ
where, CD=coefficient of discharge
= 0.94 to 0.98

Then in the problem,
Vactual=0.98×6=5.88m/s




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