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Question: A contain of large uniform cross-sectional area \( A \) resting on a horizontal surface, holds, two ...

A contain of large uniform cross-sectional area AA resting on a horizontal surface, holds, two immiscible, non-viscous and incompressible liquids of density dd and 2d2d , each of height H2\dfrac{H}{2} as shown in figure. The lower density liquid is open to the atmosphere having pressure P0{P_0} . A homogeneous solid cylinder of length L(L<H2)L\left( {L < \dfrac{H}{2}} \right) , cross- sectional area A5\dfrac{A}{5} is immersed such that it floats with its axis vertical at the liquid-liquid interface with length L4\dfrac{L}{4} in the denser liquid. The cylinder is then removed and the original arrangement is restored. A tiny hole of area s(s<<A)s\left( {s < < A} \right) is punched on the vertical side of the container at a height h(h<H2)h\left( {h < \dfrac{H}{2}} \right) . As a result of this, liquid starts flowing out of the hole with a range xx on the horizontal surface. The horizontal distance travelled by the liquid, initially is:

\left( A \right)\sqrt {\left( {3H + 4h} \right)h} \\\ \left( B \right)\sqrt {\left( {3h + 4H} \right)h} \\\ \left( C \right)\sqrt {\left( {3H - 4h} \right)h} \\\ \left( D \right)\sqrt {\left( {3h - 4H} \right)h} \\\

Explanation

Solution

Hint : In order to solve the question, we can use the Bernoulli’s equation directly from which the velocity can be found for the layers of the material, and as velocity depends on the distance and the time, so, the initial displacement xx can be easily found from the velocity relation. The principle is only applicable for isentropic flows when turbulences are small and can be neglected.
The formula used here is Bernoulli’s equation for the liquids
P1+12ρv12+ρgh1=P2+12ρv22+ρgh2{P_1} + \dfrac{1}{2}\rho {v_1}^2 + \rho g{h_1} = {P_2} + \dfrac{1}{2}\rho {v_2}^2 + \rho g{h_2}
Where ρ\rho is fluid density, gg is acceleration due to gravity, P1{P_1} is pressure at elevation 11 , v1{v_1} is pressure at elevation 11 , h1{h_1} is height of elevation 11 , h2{h_2} is height of elevation 22 , P2{P_2} is pressure at elevation 22 , v2{v_2} is velocity at elevation 22

Complete Step By Step Answer:
Let us consider that the density of the cylinder is ρ\rho
For the density displacement dd , volume is given as
Vd=A5×3L4=3AL20{V_d} = \dfrac{A}{5} \times \dfrac{{3L}}{4} = \dfrac{{3AL}}{{20}}
For the density displacement 2d2d , volume is given as
V2d=A5×L4=AL20{V_{2d}} = \dfrac{A}{5} \times \dfrac{L}{4} = \dfrac{{AL}}{{20}}
Now, in order to find the initial distance travelled, we apply the Bernoulli’s equation here which is given as
P0+H2dg+(H2h)×2dg=12×2d×v2+P0{P_0} + \dfrac{H}{2}dg + \left( {\dfrac{H}{2} - h} \right) \times 2dg = \dfrac{1}{2} \times 2d \times {v^2} + {P_0}
Further solving, we get,
\Rightarrow \dfrac{3}{2}Hdg - 2hdg = d{v^2} \\\ \Rightarrow \dfrac{g}{2}\left( {3H - 4h} \right) = {v^2} \\\
Now as we know, that
t=2hgt = \sqrt {\dfrac{{2h}}{g}} and x=vtx = vt
Using these two relations, we get
x=(3H4h)hx = \sqrt {\left( {3H - 4h} \right)h}
Hence, option (C)(3H4h)h\left( C \right)\sqrt {\left( {3H - 4h} \right)h} is correct.

Note :
Bernoulli’s principle states that an increase in the speed of a fluid occurs simultaneously with a decrease in static pressure or a decrease in the fluid’s potential energy , the pressure decreases when the flow speed increases and the principle is only applicable for isentropic flows when turbulences are small and can be neglected.