Physics Objective Questions and Answers: Mechanical Properties Of Fluids
Access targeted multiple-choice questions for Mechanical Properties Of Fluids designed to align with the latest JEE academic syllabus for JEE Physics. These objective practice sets help students evaluate their conceptual understanding and improve exam readiness.
Download Mechanical Properties Of Fluids MCQs with Answers
Access the complete set of multiple-choice questions for Mechanical Properties Of Fluids below. This focused format allows students to isolate specific topics for thorough review and uninterrupted practice alongside official JEE textbooks.
Multiple Choice Questions
(a) \( \sqrt{\dfrac{gm_0}{A\rho}} \)
(b) \( \sqrt{\dfrac{2gm_0}{A\rho}} \)
(c) \( \sqrt{\dfrac{gm_0}{4A\rho}} \)
(d) \( \sqrt{\dfrac{gm_0}{2A\rho}} \)
Show Answer & Explanation
Answer: (d) \( \sqrt{\dfrac{gm_0}{2A\rho}} \)
Explanation:
1. The remaining mass is \( 0.25m_0 \), so the height is \( h=\dfrac{0.25m_0}{\rho A} \).
2. \( v=\sqrt{2gh}=\sqrt{\dfrac{gm_0}{2A\rho}} \).
Teacher's Note:
1. Use the pressure formula \( P = P0 \) + rho \( g h \) for liquids at rest and the equation of continuity \( A1 v1 = A2 v2 \) with Bernoulli's equation for flow.
2. Check that the forces or pressures balance at a chosen reference level, or that the energy per unit volume is conserved.
(a) \( \sqrt{\dfrac{(3H-4h)g}2} \)
(b) \( \sqrt{\dfrac{(3H-2h)g}2} \)
(c) \( \sqrt{(3H-4h)g} \)
(d) \( \sqrt{\dfrac{(H-2h)g}2} \)
Show Answer & Explanation
Answer: (a) \( \sqrt{\dfrac{(3H-4h)g}2} \)
Explanation:
1. Gauge pressure at the hole \( =g\left[d\cdot\dfrac H2+2d\left(\dfrac H2-h\right)\right]=gd\left(\dfrac{3H}2-2h\right) \).
2. The liquid at the hole has density \( 2d \): \( \tfrac12(2d)v^2=gd\left(\dfrac{3H}2-2h\right)\Rightarrow v=\sqrt{\dfrac{g(3H-4h)}2} \).
Teacher's Note:
1. Use the pressure formula \( P = P0 \) + rho \( g h \) for liquids at rest and the equation of continuity \( A1 v1 = A2 v2 \) with Bernoulli's equation for flow.
2. Check that the forces or pressures balance at a chosen reference level, or that the energy per unit volume is conserved.
(a) \( \sqrt{2h(3H-4h)} \)
(b) \( \sqrt{h(3H-4h)} \)
(c) \( 2\sqrt{h(3H-4h)} \)
(d) \( \sqrt{h(3H-2h)} \)
Show Answer & Explanation
Answer: (b) \( \sqrt{h(3H-4h)} \)
Explanation:
1. Efflux speed \( v=\sqrt{\dfrac{g(3H-4h)}2} \); fall time \( t=\sqrt{\dfrac{2h}g} \).
2. \( x=vt=\sqrt{h(3H-4h)} \).
Teacher's Note:
1. Use the pressure formula \( P = P0 \) + rho \( g h \) for liquids at rest and the equation of continuity \( A1 v1 = A2 v2 \) with Bernoulli's equation for flow.
2. Check that the forces or pressures balance at a chosen reference level, or that the energy per unit volume is conserved.
(a) \( h_m=\dfrac{H}4,\ x_m=\dfrac{3H}4 \)
(b) \( h_m=\dfrac{3H}8,\ x_m=\dfrac{3H}2 \)
(c) \( h_m=\dfrac{3H}8,\ x_m=\dfrac{3H}4 \)
(d) \( h_m=\dfrac{H}2,\ x_m=\dfrac H2 \)
Show Answer & Explanation
Answer: (c) \( h_m=\dfrac{3H}8,\ x_m=\dfrac{3H}4 \)
Explanation:
1. Maximise \( x^2=h(3H-4h) \): \( \dfrac{d}{dh}=3H-8h=0\Rightarrow h_m=\dfrac{3H}8 \).
2. \( x_m^2=\dfrac{3H}8\left(3H-\dfrac{3H}2\right)=\dfrac{9H^2}{16}\Rightarrow x_m=\dfrac{3H}4 \).
Teacher's Note:
1. Use the pressure formula \( P = P0 \) + rho \( g h \) for liquids at rest and the equation of continuity \( A1 v1 = A2 v2 \) with Bernoulli's equation for flow.
2. Check that the forces or pressures balance at a chosen reference level, or that the energy per unit volume is conserved.
(a) 3/5
(b) 2/3
(c) 4/5
(d) 2/5
Show Answer & Explanation
Answer: (d) 2/5
Explanation:
1. \( h=\dfrac{2T\cos\theta}{r\rho g}\Rightarrow r=\dfrac{2T\cos\theta}{h\rho g} \) (magnitude).
2. \( \dfrac{r_1}{r_2}=\dfrac{7.5\times\cos135^\circ}{13.6\times\cos0^\circ}\to\dfrac{7.5(0.707)}{13.6}=0.39\approx\dfrac25 \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) 2M
(b) 4M
(c) M/2
(d) M
Show Answer & Explanation
Answer: (a) 2M
Explanation:
1. \( h\propto\dfrac1r \) and \( m=\rho\pi r^2h\propto r \).
2. So doubling the radius doubles the mass: \( 2M \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) 2.4%
(b) 1.5%
(c) 10%
(d) 0.15%
Show Answer & Explanation
Answer: (b) 1.5%
Explanation:
1. Take the last digit as the uncertainty: \( \dfrac{\Delta r}r=\dfrac{0.01}{1.25}=0.8\% \), \( \dfrac{\Delta h}h=\dfrac{0.01}{1.45}=0.69\% \).
2. \( \dfrac{\Delta T}T=\dfrac{\Delta r}r+\dfrac{\Delta h}h\approx1.5\% \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) \( \dfrac{\rho L}{T} \)
(b) \( \sqrt{\dfrac T{\rho L}} \)
(c) \( \dfrac{2T}{\rho L} \)
(d) \( \dfrac{T}{\rho L} \)
Show Answer & Explanation
Answer: (c) \( \dfrac{2T}{\rho L} \)
Explanation:
1. Let the radius shrink by dR: surface energy released \( =T\cdot8\pi R\,dR \).
2. Heat needed to evaporate the mass \( \rho4\pi R^2dR \) is \( L\rho4\pi R^2dR \). Equate: \( 8\pi RT=4\pi R^2\rho L\Rightarrow R=\dfrac{2T}{\rho L} \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) air from end 1 flows towards end 2, with no change in the volume of the soap bubbles
(b) air from end 2 flows towards end 1, and the volume of the soap bubble at end 1 increases
(c) no change occurs
(d) air from end 1 flows towards end 2, and the volume of the soap bubble at end 1 decreases
Show Answer & Explanation
Answer: (d) air from end 1 flows towards end 2, and the volume of the soap bubble at end 1 decreases
Explanation:
1. Excess pressure in a soap bubble is \( \dfrac{4T}R \). The hemispherical bubble has the smallest radius of curvature \( (r) \), hence the larger pressure.
2. Air flows from the higher pressure (end 1) to the lower pressure (end 2), so the bubble at end 1 shrinks and the other grows.
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) (a) and (c) only
(b) (a) and (b) only
(c) (c) and (d) only
(d) (b) and (d) only
Show Answer & Explanation
Answer: (a) (a) and (c) only
Explanation:
1. \( h=\dfrac{2\sigma\cos\theta}{r\rho g} \): \( h \) decreases with r (a true), depends on \( \sigma \) (\( b \) false), is proportional to \( \cos\theta \), not \( \theta \) (\( d \) false).
2. In an upward-accelerating lift the effective gravity is \( g+a \), so \( h \) decreases: \( (c) \) true.
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) \( 2\pi rT \)
(b) \( \dfrac{2\pi r^2T}{R} \)
(c) \( 2\pi RT \)
(d) \( \dfrac{2\pi R^2T}{r} \)
Show Answer & Explanation
Answer: (b) \( \dfrac{2\pi r^2T}{R} \)
Explanation:
1. The surface tension force acts along the circle of radius \( r \) at an angle to the vertical with \( \sin\theta=\dfrac rR \).
2. Vertical force \( =T(2\pi r)\sin\theta=\dfrac{2\pi r^2T}R \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) \( 3.3\times10^{-3} \) m
(b) \( 2.0\times10^{-3} \) m
(c) \( 1.4\times10^{-3} \) m
(d) \( 4.1\times10^{-3} \) m
Show Answer & Explanation
Answer: (c) \( 1.4\times10^{-3} \) m
Explanation:
1. Detachment when weight equals the surface-tension force: \( \tfrac43\pi R^3\rho g=\dfrac{2\pi r^2T}R \).
2. \( R^4=\dfrac{3r^2T}{2\rho g}=\dfrac{3(25\times10^{-8})(0.11)}{2\times10^4}=4.1\times10^{-12} \), so \( R\approx1.4\times10^{-3} m \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) \( 1.4\times10^{-6} \) J
(b) \( 5.4\times10^{-6} \) J
(c) \( 8.1\times10^{-9} \) J
(d) \( 2.7\times10^{-6} \) J
Show Answer & Explanation
Answer: (d) \( 2.7\times10^{-6} \) J
Explanation:
1. Surface energy \( =4\pi R^2T=4\pi(1.43\times10^{-3})^2(0.11) \).
2. \( =2.8\times10^{-6}\approx2.7\times10^{-6} J \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) 6
(b) 3
(c) 4
(d) 9
Show Answer & Explanation
Answer: (a) 6
Explanation:
1. \( \Delta U=S\,4\pi R^2\left(K^{1/3}-1\right)=\dfrac{0.1}{4\pi}\cdot4\pi\cdot10^{-4}\left(K^{1/3}-1\right)=10^{-5}\left(K^{1/3}-1\right) \).
2. \( 10^{-3}=10^{-5}(K^{1/3}-1)\Rightarrow K^{1/3}=101\Rightarrow K\approx10^6 \), so \( \alpha=6 \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) 1.5
(b) 3
(c) 6
(d) 2
Show Answer & Explanation
Answer: (b) 3
Explanation:
1. \( v_t=\dfrac{2r^2(\rho-\sigma)g}{9\eta}\propto\dfrac{r^2(\rho-\sigma)}{\eta} \).
2. \( P \): \( \dfrac{(0.5)^2(7.2)}3=0.6 \); \( Q \): \( \dfrac{(0.25)^2(6.4)}2=0.2 \). Ratio \( =3 \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) 2
(b) 3
(c) 6
(d) 8
Show Answer & Explanation
Answer: (c) 6
Explanation:
1. \( p_{in}=8+\dfrac{4T}r \): \( A \): \( 8+\dfrac{0.16}{0.02}=16 \); \( B \): \( 8+\dfrac{0.16}{0.04}=12 N m ^{-2} \).
2. \( n\propto pV\propto pr^3 \): \( \dfrac{n_B}{n_A}=\dfrac{12\times64}{16\times8}=6 \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) \( r^3 \)
(b) \( r^4 \)
(c) \( r^2 \)
(d) \( r^5 \)
Show Answer & Explanation
Answer: (d) \( r^5 \)
Explanation:
1. Rate of heat \( =F\,v_t=6\pi\eta rv_t^2 \) and \( v_t\propto r^2 \).
2. So the rate \( \propto r\cdot r^4=r^5 \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) \( \dfrac{\lambda a}{2y} \)
(b) \( \dfrac{\lambda y}{2a} \)
(c) \( \dfrac{2\lambda a}{y} \)
(d) \( \dfrac{\lambda a}{y} \)
Show Answer & Explanation
Answer: (a) \( \dfrac{\lambda a}{2y} \)
Explanation:
1. On each side the surface makes a small angle \( \theta\approx\dfrac ya \) with the horizontal. Per unit length of wire: \( 2T\sin\theta=\lambda \).
2. \( T=\dfrac{\lambda}{2\theta}=\dfrac{\lambda a}{2y} \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) \( \dfrac{2T}{\rho v^2} \)
(b) \( \dfrac{4T}{\rho v^2} \)
(c) \( \dfrac{T}{\rho v^2} \)
(d) \( \dfrac{8T}{\rho v^2} \)
Show Answer & Explanation
Answer: (b) \( \dfrac{4T}{\rho v^2} \)
Explanation:
1. The air stream's dynamic pressure \( \rho v^2 \) (momentum destroyed per unit area per second) pushes the bubble off.
2. The bubble separates when this exceeds the excess pressure \( \dfrac{4T}r \): \( r=\dfrac{4T}{\rho v^2} \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) \( 10^3 \)
(b) \( 10^2 \)
(c) \( 10^4 \)
(d) \( 10^6 \)
Show Answer & Explanation
Answer: (c) \( 10^4 \)
Explanation:
1. Flow \( =\dfrac{0.1}{60}=1.67\times10^{-3} m^{3}/s \); \( v=\dfrac{1.67\times10^{-3}}{\pi(0.05)^2}=0.21 m/s \).
2. \( Re=\dfrac{\rho vD}\eta=\dfrac{1000(0.21)(0.1)}{10^{-3}}=2\times10^4 \), of order \( 10^4 \).
Teacher's Note:
1. Surface tension acts along the surface; excess pressure is \( 2T/r \) in a drop and \( 4T/r \) in a soap bubble.
2. In capillary rise h = 2T cos(theta)/(r rho \( g \)), and terminal speed in a viscous fluid scales as \( r^2 \) (rho - sigma)/eta.
(a) 1/9
(b) 81
(c) 1/81
(d) 9
Show Answer & Explanation
Answer: (d) 9
Explanation:
1. Weight \( \propto L^3 \); leg cross-section \( \propto L^2 \).
2. Stress \( \propto\dfrac{L^3}{L^2}=L \), so it increases 9 times.
Teacher's Note:
1. Write \( Y \) = (F/A)/(dl/l) and apply it to each wire or rod, keeping track of which quantities are equal (force, length or extension).
2. Convert all lengths to metres and areas to square metres before substituting.
(a) A: d = 1.2 m; B: d = 1.2 m; C: d = 1.2 m; D: no water leaks
(b) A: d > 1.2 m; B: d < 1.2 m; C: d = 1.2 m; D: no water leaks
(c) A: d < 1.2 m; B: d > 1.2 m; C: d = 1.2 m; D: d = 1.2 m
(d) A: d = 1.2 m; B: d = 1.2 m; C: d = 1.2 m; D: d = 1.2 m
Show Answer & Explanation
Answer: (a) A: d = 1.2 m; B: d = 1.2 m; C: d = 1.2 m; D: no water leaks
Explanation:
1. With effective gravity \( g_e \): \( v=\sqrt{2g_eh} \) and time of fall \( t=\sqrt{\dfrac{2H}{g_e}} \), so \( x=vt=2\sqrt{hH} \) is independent of \( g_e \).
2. So \( d = 1.2 m \) in cases \( A, B \) and \( C \). In free fall \( g_e=0 \): there is no pressure difference and no water leaks.
Teacher's Note:
1. Use the pressure formula \( P = P0 \) + rho \( g h \) for liquids at rest and the equation of continuity \( A1 v1 = A2 v2 \) with Bernoulli's equation for flow.
2. Check that the forces or pressures balance at a chosen reference level, or that the energy per unit volume is conserved.
(a) \( 2.2\times10^9 \) Pa
(b) \( 2.2\times10^8 \) Pa
(c) \( 2.2\times10^7 \) Pa
(d) \( 2.2\times10^6 \) Pa
Show Answer & Explanation
Answer: (b) \( 2.2\times10^8 \) Pa
Explanation:
1. Required pressure \( =Y\alpha\Delta T \).
2. \( =2\times10^{11}\times1.1\times10^{-5}\times100=2.2\times10^8 \) Pa.
Teacher's Note:
1. Write \( Y \) = (F/A)/(dl/l) and apply it to each wire or rod, keeping track of which quantities are equal (force, length or extension).
2. Convert all lengths to metres and areas to square metres before substituting.
(a) 22 cm
(b) 38 cm
(c) 16 cm
(d) 6 cm
Show Answer & Explanation
Answer: (c) 16 cm
Explanation:
1. Let the mercury inside stand \( h \) cm above the outside level. The air column is \( 8+46-h=54-h \) with pressure \( 76-h \).
2. Boyle: \( 76(8)=(76-h)(54-h)\Rightarrow h^2-130h+3496=0\Rightarrow h=38 \).
3. Air column \( =54-38=16 \) cm.
Teacher's Note:
1. Use the pressure formula \( P = P0 \) + rho \( g h \) for liquids at rest and the equation of continuity \( A1 v1 = A2 v2 \) with Bernoulli's equation for flow.
2. Check that the forces or pressures balance at a chosen reference level, or that the energy per unit volume is conserved.
(a) \( \dfrac{Mg}k \)
(b) \( \dfrac{Mg}k\left(1-\dfrac{LA\sigma}M\right) \)
(c) \( \dfrac{Mg}k\left(1+\dfrac{LA\sigma}M\right) \)
(d) \( \dfrac{Mg}k\left(1-\dfrac{LA\sigma}{2M}\right) \)
Show Answer & Explanation
Answer: (d) \( \dfrac{Mg}k\left(1-\dfrac{LA\sigma}{2M}\right) \)
Explanation:
1. Equilibrium: \( kx_0+\text{buoyancy}=Mg \), with buoyancy \( =\dfrac{LA}2\sigma g \).
2. \( x_0=\dfrac{Mg}k\left(1-\dfrac{LA\sigma}{2M}\right) \).
Teacher's Note:
1. Use the pressure formula \( P = P0 \) + rho \( g h \) for liquids at rest and the equation of continuity \( A1 v1 = A2 v2 \) with Bernoulli's equation for flow.
2. Check that the forces or pressures balance at a chosen reference level, or that the energy per unit volume is conserved.
(a) \( \dfrac{1+60\gamma_{Fe}}{1+60\gamma_{Hg}} \)
(b) \( \dfrac{1-60\gamma_{Fe}}{1+60\gamma_{Hg}} \)
(c) \( \dfrac{1+60\gamma_{Fe}}{1-60\gamma_{Hg}} \)
(d) \( \dfrac{1+60\gamma_{Hg}}{1+60\gamma_{Fe}} \)
Show Answer & Explanation
Answer: (a) \( \dfrac{1+60\gamma_{Fe}}{1+60\gamma_{Hg}} \)
Explanation:
1. Fraction submerged \( =\dfrac{\rho_{Fe}}{\rho_{Hg}} \) (the densities decrease as \( \dfrac{1}{1+\gamma\Delta T} \)).
2. \( \dfrac{k_2}{k_1}=\dfrac{1+60\gamma_{Hg}}{1+60\gamma_{Fe}} \), so \( \dfrac{k_1}{k_2}=\dfrac{1+60\gamma_{Fe}}{1+60\gamma_{Hg}} \).
Teacher's Note:
1. Use the pressure formula \( P = P0 \) + rho \( g h \) for liquids at rest and the equation of continuity \( A1 v1 = A2 v2 \) with Bernoulli's equation for flow.
2. Check that the forces or pressures balance at a chosen reference level, or that the energy per unit volume is conserved.
(a) the same everywhere
(b) lower in front side
(c) lower in the rear side
(d) lower in the upper side
Show Answer & Explanation
Answer: (b) lower in front side
Explanation:
1. Gas elements are accelerated forward by a pressure gradient: \( \dfrac{dp}{dx}=-\rho a \).
2. So the pressure is higher at the rear and lower in front.
Teacher's Note:
1. Use the pressure formula \( P = P0 \) + rho \( g h \) for liquids at rest and the equation of continuity \( A1 v1 = A2 v2 \) with Bernoulli's equation for flow.
2. Check that the forces or pressures balance at a chosen reference level, or that the energy per unit volume is conserved.
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