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Fluid Mechanics and Hydraulic Machinery Miscellaneous

Fluid Mechanics and Hydraulic Machinery

  1. 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
    1. 0.05
    2. 0.16
    3. 0.27
    4. 0.38
Correct Option: B

Considering potential head difference = 0,
i.e z1 = z2
Apply Bernoulli’s theorem

p
+
v2
= C
ρg2g


p1
+
v1²
=
p2
+
v2²
w12gw22g

But w1 = w2 = w = 5 (incompressible flow)
150
+
v1²
=
50
+
v2²
52g52g

or
v2² - v1²
=
150 - 50
2g5

or
v2² - v1²
= 20 m ....(1)
2g

Also, discharge, Q =
π
d1²v1 =
π
d2²v2
44

or
v1
=
d2
² =
10
²
v2d120

or v1 =
v2
......(2)
4

From equations (1) and (2)
v2² -
v2²
16 = 20
2g

or
15v2²
= 20
32g

or v2 = √(20 × 32g) / 15 = 20.45 m /s
∴ Discharge , Q =
π
d22v2
4

=
π
(0.1)2 × 20.45 = 0.16 m3 /sec
4



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