A container of large uniform cross-section area $A$ resting on a horizontal surface holds two immiscible, non-viscous and incompressible liquids of densities $d$ and $2d$, each of height $\dfrac{H}{2}$. The lower density liquid is open to the atmosphere having pressure ${P_0}$.
A homogeneous solid cylinder of length $L$ $\left( {L < \dfrac{H}{2}} \right)$ and cross-section area $\dfrac{A}{5}$ is immersed such that, it floats with its axis vertical at the liquid-liquid interface with length $\dfrac{L}{4}$ in the denser liquid. Determine:
A. The density D of the solid.
B. The total pressure at the bottom of the container.
Answer
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Hint: To calculate the density D of the solid, apply the Archimedes principle which states that the buoyant force on a body whether fully or partially immersed in a liquid is equal to the weight of the fluid displaced by the body.
The pressure at the bottom of a container due to any liquid is $P = \rho gh$.
Where, $\rho $ and $h$ are the density and height of the liquid. $g = 9.8m.{s^{ - 2}}$.
Complete step by step answer:
Let’s draw the diagram which depicts the question.
It is given that the uniform cross-section area of the large container is $A$.
The large container rests on a horizontal surface and contains two immiscible, non-viscous and incompressible liquid 1 and liquid 2.
Liquid 1 and 2 have the densities $2d$ and $d$ respectively. The lower density liquid 2 is open to the atmosphere having pressure ${P_0}$.
The length and cross-section area of the given homogeneous solid cylinder are $L$ $\left( {L < \dfrac{H}{4}} \right)$ and $\dfrac{A}{5}$ respectively.
The homogeneous solid cylinder is immersed in such a way that it floats with its axis vertical at the liquid-liquid interface with length $\dfrac{L}{4}$ in the liquid 1 and $\dfrac{{3L}}{4}$ in liquid 2.
Density $\left( D \right)$ of the solid:
Volume of the solid cylinder $V = \dfrac{A}{5} \cdot L$
Mass of the solid cylinder $m = V \times D$
$ \Rightarrow m = \dfrac{{A \times L \times D}}{5}$
Weight of the solid cylinder ${F_s} = mg$
$ \Rightarrow {F_s} = \dfrac{1}{5} \times A \times L \times D \times g$
The buoyant force on the solid cylinder${F_b} = $ Total weight of the fluid displaced by the solid cylinder
${F_b} = $ weight of liquid 1 displaced $ + $ weight of liquid 2 displaced
weight of liquid 1 displaced $ = $ (Partial volume of the solid immersed in the liquid 1)$ \times $ (density of the liquid 1) $ \times $ $g$
So, weight of liquid 1 displaced $ = \left( {\dfrac{L}{4} \times \dfrac{A}{5}} \right) \times 2d \times g$
And weight of liquid 2 displaced $ = \left( {\dfrac{{3L}}{4} \times \dfrac{A}{5}} \right) \times d \times g$
The buoyant force becomes,
${F_b} = \left( {\dfrac{L}{4} \times \dfrac{A}{5} \times 2d \times g} \right) + \left( {\dfrac{{3L}}{4} \times \dfrac{A}{5} \times d \times g} \right)$
Further simplifying
${F_b} = \dfrac{1}{4} \times L \times A \times d \times g$
Since ${F_w} = {F_b}$
$\dfrac{1}{5} \times A \times L \times D \times g = \dfrac{1}{4} \times L \times A \times d \times g$
Further simplifying
$D = \dfrac{5}{4}d$
Hence, the density of the solid cylinder is $\dfrac{5}{4}d$.
The total pressure at the bottom of the container.
The total pressure at the bottom of the container is given by
$P = {P_{atmosphere}} + {P_{liquid1}} + {P_{liquid2}} + {P_{buoance}}$
It is given that the pressure due to atmosphere ${P_{atmosphere}} = {P_0}$
The pressure due to liquid 1 ${P_{liquid1}} = \dfrac{H}{2} \times 2d \times g$
The pressure due to liquid 2 ${P_{liquid2}} = \dfrac{H}{2} \times d \times g$
Pressure due to buoyance force ${P_{buoance}} = $ (Force on solid cylinder)/(cross-section area of the container)
${P_{buoance}} = \dfrac{{\dfrac{A}{5} \times L \times D \times g}}{A}$
$ \Rightarrow {P_{buoyancy}} = \dfrac{1}{5} \times L \times D \times g$
Substitute the required values in the above total pressure formula
$P = {P_o} + \left( {\dfrac{H}{2} \times 2d \times g} \right) + \left( {\dfrac{H}{2} \times 2d \times g} \right) + \left( {\dfrac{1}{5} \times L \times D \times g} \right)$
Further substitute $D = \dfrac{5}{4}d$ and then simplifying
$P = {P_0} + \left( {\dfrac{{3H}}{2} + \dfrac{L}{4}} \right)dg$
Hence the total pressure on the bottom of the container is ${P_0} + \left( {\dfrac{{3H}}{2} + \dfrac{L}{4}} \right)dg$.
Note:The buoyant force is a force exerted on the body immersed in a liquid. So, the buoyant force is an upward force which opposes the weight of an immersed body.
While calculating the total pressure, the pressure due to buoyancy must be considered.
The pressure at the bottom of a container due to any liquid is $P = \rho gh$.
Where, $\rho $ and $h$ are the density and height of the liquid. $g = 9.8m.{s^{ - 2}}$.
Complete step by step answer:
Let’s draw the diagram which depicts the question.
It is given that the uniform cross-section area of the large container is $A$.
The large container rests on a horizontal surface and contains two immiscible, non-viscous and incompressible liquid 1 and liquid 2.
Liquid 1 and 2 have the densities $2d$ and $d$ respectively. The lower density liquid 2 is open to the atmosphere having pressure ${P_0}$.
The length and cross-section area of the given homogeneous solid cylinder are $L$ $\left( {L < \dfrac{H}{4}} \right)$ and $\dfrac{A}{5}$ respectively.
The homogeneous solid cylinder is immersed in such a way that it floats with its axis vertical at the liquid-liquid interface with length $\dfrac{L}{4}$ in the liquid 1 and $\dfrac{{3L}}{4}$ in liquid 2.
Density $\left( D \right)$ of the solid:
Volume of the solid cylinder $V = \dfrac{A}{5} \cdot L$
Mass of the solid cylinder $m = V \times D$
$ \Rightarrow m = \dfrac{{A \times L \times D}}{5}$
Weight of the solid cylinder ${F_s} = mg$
$ \Rightarrow {F_s} = \dfrac{1}{5} \times A \times L \times D \times g$
The buoyant force on the solid cylinder${F_b} = $ Total weight of the fluid displaced by the solid cylinder
${F_b} = $ weight of liquid 1 displaced $ + $ weight of liquid 2 displaced
weight of liquid 1 displaced $ = $ (Partial volume of the solid immersed in the liquid 1)$ \times $ (density of the liquid 1) $ \times $ $g$
So, weight of liquid 1 displaced $ = \left( {\dfrac{L}{4} \times \dfrac{A}{5}} \right) \times 2d \times g$
And weight of liquid 2 displaced $ = \left( {\dfrac{{3L}}{4} \times \dfrac{A}{5}} \right) \times d \times g$
The buoyant force becomes,
${F_b} = \left( {\dfrac{L}{4} \times \dfrac{A}{5} \times 2d \times g} \right) + \left( {\dfrac{{3L}}{4} \times \dfrac{A}{5} \times d \times g} \right)$
Further simplifying
${F_b} = \dfrac{1}{4} \times L \times A \times d \times g$
Since ${F_w} = {F_b}$
$\dfrac{1}{5} \times A \times L \times D \times g = \dfrac{1}{4} \times L \times A \times d \times g$
Further simplifying
$D = \dfrac{5}{4}d$
Hence, the density of the solid cylinder is $\dfrac{5}{4}d$.
The total pressure at the bottom of the container.
The total pressure at the bottom of the container is given by
$P = {P_{atmosphere}} + {P_{liquid1}} + {P_{liquid2}} + {P_{buoance}}$
It is given that the pressure due to atmosphere ${P_{atmosphere}} = {P_0}$
The pressure due to liquid 1 ${P_{liquid1}} = \dfrac{H}{2} \times 2d \times g$
The pressure due to liquid 2 ${P_{liquid2}} = \dfrac{H}{2} \times d \times g$
Pressure due to buoyance force ${P_{buoance}} = $ (Force on solid cylinder)/(cross-section area of the container)
${P_{buoance}} = \dfrac{{\dfrac{A}{5} \times L \times D \times g}}{A}$
$ \Rightarrow {P_{buoyancy}} = \dfrac{1}{5} \times L \times D \times g$
Substitute the required values in the above total pressure formula
$P = {P_o} + \left( {\dfrac{H}{2} \times 2d \times g} \right) + \left( {\dfrac{H}{2} \times 2d \times g} \right) + \left( {\dfrac{1}{5} \times L \times D \times g} \right)$
Further substitute $D = \dfrac{5}{4}d$ and then simplifying
$P = {P_0} + \left( {\dfrac{{3H}}{2} + \dfrac{L}{4}} \right)dg$
Hence the total pressure on the bottom of the container is ${P_0} + \left( {\dfrac{{3H}}{2} + \dfrac{L}{4}} \right)dg$.
Note:The buoyant force is a force exerted on the body immersed in a liquid. So, the buoyant force is an upward force which opposes the weight of an immersed body.
While calculating the total pressure, the pressure due to buoyancy must be considered.
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