06. Flow of Fluid
Mechanical Properties of Fluids

143274 A river of salty water is flowing with a velocity $2 \mathrm{~ms}^{-1}$. If the density of the water is $1.2 \mathrm{~g} \mathrm{cc}^{-1}$, then the kinetic energy of each cubic metre of water is

1 $2.4 \mathrm{~J}$
2 $24 \mathrm{~J}$
3 $2.4 \mathrm{~kJ}$
4 $4.8 \mathrm{~kJ}$
Mechanical Properties of Fluids

143275 Consider water flowing steadily in a pipe of varying cross sectional area and height as shown in figure. The area of cross section at $A$ $\& B$ are $20 \mathrm{~cm}^{2}$ and $40 \mathrm{~cm}^{2}$ respectively. The velocity of water at point $A$ is $2 \mathrm{~m} / \mathrm{s}$. The work done per unit volume as water moves from $A$ to $B$ in $\mathbf{J} / \mathbf{m}^{3}$ is
(Density of fluid $=10^{3} \mathrm{~kg} / \mathrm{m}^{3}, \mathrm{~g}=10 \mathrm{~m} / \mathrm{s}^{2}$ )

1 28500
2 47000
3 56500
4 14000
Mechanical Properties of Fluids

143276 Hydrostatic paradox states that the pressure exerted by a liquid

1 depends on the shape of the containing vessel and independent of height of liquid column
2 depends on both shape of the containing vessel and height of liquid column
3 independent of both shape of the containing vessel and height of liquid column
4 depends on height only and independent of the shape of the containing vessel
Mechanical Properties of Fluids

143277 Two water pipe of diameter $2 \mathrm{~cm}$ and $4 \mathrm{~cm}$ are separately connected to a main supply line. The velocity of flow of water in the pipe of $2 \mathrm{~cm}$ diameter is

1 4 times that in the other pipe
2 $\frac{1}{4}$ times that in the other pipe
3 2 times that in the other pipe
4 $\frac{1}{2}$ times that in the other pipe
Mechanical Properties of Fluids

143274 A river of salty water is flowing with a velocity $2 \mathrm{~ms}^{-1}$. If the density of the water is $1.2 \mathrm{~g} \mathrm{cc}^{-1}$, then the kinetic energy of each cubic metre of water is

1 $2.4 \mathrm{~J}$
2 $24 \mathrm{~J}$
3 $2.4 \mathrm{~kJ}$
4 $4.8 \mathrm{~kJ}$
Mechanical Properties of Fluids

143275 Consider water flowing steadily in a pipe of varying cross sectional area and height as shown in figure. The area of cross section at $A$ $\& B$ are $20 \mathrm{~cm}^{2}$ and $40 \mathrm{~cm}^{2}$ respectively. The velocity of water at point $A$ is $2 \mathrm{~m} / \mathrm{s}$. The work done per unit volume as water moves from $A$ to $B$ in $\mathbf{J} / \mathbf{m}^{3}$ is
(Density of fluid $=10^{3} \mathrm{~kg} / \mathrm{m}^{3}, \mathrm{~g}=10 \mathrm{~m} / \mathrm{s}^{2}$ )

1 28500
2 47000
3 56500
4 14000
Mechanical Properties of Fluids

143276 Hydrostatic paradox states that the pressure exerted by a liquid

1 depends on the shape of the containing vessel and independent of height of liquid column
2 depends on both shape of the containing vessel and height of liquid column
3 independent of both shape of the containing vessel and height of liquid column
4 depends on height only and independent of the shape of the containing vessel
Mechanical Properties of Fluids

143277 Two water pipe of diameter $2 \mathrm{~cm}$ and $4 \mathrm{~cm}$ are separately connected to a main supply line. The velocity of flow of water in the pipe of $2 \mathrm{~cm}$ diameter is

1 4 times that in the other pipe
2 $\frac{1}{4}$ times that in the other pipe
3 2 times that in the other pipe
4 $\frac{1}{2}$ times that in the other pipe
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Mechanical Properties of Fluids

143274 A river of salty water is flowing with a velocity $2 \mathrm{~ms}^{-1}$. If the density of the water is $1.2 \mathrm{~g} \mathrm{cc}^{-1}$, then the kinetic energy of each cubic metre of water is

1 $2.4 \mathrm{~J}$
2 $24 \mathrm{~J}$
3 $2.4 \mathrm{~kJ}$
4 $4.8 \mathrm{~kJ}$
Mechanical Properties of Fluids

143275 Consider water flowing steadily in a pipe of varying cross sectional area and height as shown in figure. The area of cross section at $A$ $\& B$ are $20 \mathrm{~cm}^{2}$ and $40 \mathrm{~cm}^{2}$ respectively. The velocity of water at point $A$ is $2 \mathrm{~m} / \mathrm{s}$. The work done per unit volume as water moves from $A$ to $B$ in $\mathbf{J} / \mathbf{m}^{3}$ is
(Density of fluid $=10^{3} \mathrm{~kg} / \mathrm{m}^{3}, \mathrm{~g}=10 \mathrm{~m} / \mathrm{s}^{2}$ )

1 28500
2 47000
3 56500
4 14000
Mechanical Properties of Fluids

143276 Hydrostatic paradox states that the pressure exerted by a liquid

1 depends on the shape of the containing vessel and independent of height of liquid column
2 depends on both shape of the containing vessel and height of liquid column
3 independent of both shape of the containing vessel and height of liquid column
4 depends on height only and independent of the shape of the containing vessel
Mechanical Properties of Fluids

143277 Two water pipe of diameter $2 \mathrm{~cm}$ and $4 \mathrm{~cm}$ are separately connected to a main supply line. The velocity of flow of water in the pipe of $2 \mathrm{~cm}$ diameter is

1 4 times that in the other pipe
2 $\frac{1}{4}$ times that in the other pipe
3 2 times that in the other pipe
4 $\frac{1}{2}$ times that in the other pipe
Mechanical Properties of Fluids

143274 A river of salty water is flowing with a velocity $2 \mathrm{~ms}^{-1}$. If the density of the water is $1.2 \mathrm{~g} \mathrm{cc}^{-1}$, then the kinetic energy of each cubic metre of water is

1 $2.4 \mathrm{~J}$
2 $24 \mathrm{~J}$
3 $2.4 \mathrm{~kJ}$
4 $4.8 \mathrm{~kJ}$
Mechanical Properties of Fluids

143275 Consider water flowing steadily in a pipe of varying cross sectional area and height as shown in figure. The area of cross section at $A$ $\& B$ are $20 \mathrm{~cm}^{2}$ and $40 \mathrm{~cm}^{2}$ respectively. The velocity of water at point $A$ is $2 \mathrm{~m} / \mathrm{s}$. The work done per unit volume as water moves from $A$ to $B$ in $\mathbf{J} / \mathbf{m}^{3}$ is
(Density of fluid $=10^{3} \mathrm{~kg} / \mathrm{m}^{3}, \mathrm{~g}=10 \mathrm{~m} / \mathrm{s}^{2}$ )

1 28500
2 47000
3 56500
4 14000
Mechanical Properties of Fluids

143276 Hydrostatic paradox states that the pressure exerted by a liquid

1 depends on the shape of the containing vessel and independent of height of liquid column
2 depends on both shape of the containing vessel and height of liquid column
3 independent of both shape of the containing vessel and height of liquid column
4 depends on height only and independent of the shape of the containing vessel
Mechanical Properties of Fluids

143277 Two water pipe of diameter $2 \mathrm{~cm}$ and $4 \mathrm{~cm}$ are separately connected to a main supply line. The velocity of flow of water in the pipe of $2 \mathrm{~cm}$ diameter is

1 4 times that in the other pipe
2 $\frac{1}{4}$ times that in the other pipe
3 2 times that in the other pipe
4 $\frac{1}{2}$ times that in the other pipe