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Question

A non-viscous liquid of constant density 1000 kg/m3 flows in a streamline motion along a tube of variable cross-section. The tube is kept inclined in a vertical plane, as shown in the figure and the velocity of the liquid at point A is 1 m/s. The area of cross-section of the tube at two points A and B at heights 2 m and 5 m are 4×103 m2 and 8×103 m2 respectively. Then:


A
outlet velocity of liquid at point B is 0.5 m/s.
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B
work done by pressure per unit volume is 4.956×104 J/m3
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C
work done by gravity per unit volume is 3×104 J/m3
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D
work done by gravity per unit volume is 6×104 J/m3
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Solution

The correct options are
A outlet velocity of liquid at point B is 0.5 m/s.
C work done by gravity per unit volume is 3×104 J/m3
Given:
Density of water ρ = 1000 kg/m3
Area of cross section at point A (a1)=4×103 m2
Area of cross section at point B (a2)=8×103 m2

Let us assume that the velocities of the liquid at points A and B are V1 and V2.

(a). Applying the continuity equation at point A and B, we get
a1V1=a2V2
V2=a1a2V1=4×1038×103×1
V2=0.5 m/s

(b). Applying Bernoulli's theorem at point A and B
P1+12ρV21+ρgh1=P2+12ρV22+ρgh2

where each term represents a contribution to the energy per unit volume.
Hence, work done by pressure per unit volume is
P1P2=12ρ(V22V21)+ρg(h2h1)
=12×1000(0.5212)+1000×10×(52)
=2.9625×104 J/m3

(c). Work done per unit volume by gravity
Wg=ρgh1ρgh2=ρg(h1h2)=1000×10×(25)=3×104 J/m3
So, options (a) and (c) are correct.

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