JEE Physics Mechanical Properties Of Fluids MCQs Set 29

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Multiple Choice Questions

Question 1: A bucket contains water filled up to a height of 15 cm. The bucket is tied to a rope which is passed over a frictionless light pulley and the other end of the rope is tied to a weight which is half of the weight of (bucket + water). The water pressure above atmospheric pressure at the bottom is (take \( g=10\ \text{m/s}^2 \), \( \rho_{water}=1000\ \text{kg/m}^3 \))
(a) 0.5 kPa
(b) 1 kPa
(c) 5 kPa
(d) 1.5 kPa
Show Answer & Explanation

Answer: (b) 1 kPa

Explanation:
1. Let the bucket plus water have mass \( M \) and the counterweight \( M/2 \). Then \( Mg-T=Ma \) and \( T-\tfrac M2g=\tfrac M2a \), giving \( a=\dfrac g3 \) (bucket accelerating downward).
2. In a container accelerating downward the effective gravity is \( g-a=\dfrac{2g}{3} \).
3. \( P=\rho(g-a)h=1000\times\dfrac{20}{3}\times0.15=1000 \) Pa \( =1 \) kPa.

Teacher's Note:
1. In an accelerating container the pressure at depth \( h \) is \( \rho\,g_{eff}\,h \).
2. Downward acceleration reduces the effective gravity.

Question 2: A U-tube having a horizontal arm of length 20 cm has a uniform cross-sectional area of 1 cm². It is filled with water of volume 60 cc. What volume of a liquid of density 4 g/cc should be poured into one side of the U-tube so that no water is left in the horizontal arm of the tube?
(a) 45 cc
(b) 60 cc
(c) 50 cc
(d) 35 cc
Show Answer & Explanation

Answer: (d) 35 cc

Explanation:
1. All 60 cm of water must be in the other vertical arm (the horizontal arm is full of the heavy liquid), so the water column there is 60 cm tall.
2. The pressure at the level of the horizontal arm must balance: \( 4\times h=1\times60 \), so the heavy liquid column in its vertical arm is \( h=15 \) cm.
3. Volume of heavy liquid \( =20+15=35 \) cc.

Teacher's Note:
1. Balance the pressures at the level of the horizontal arm.
2. Add the horizontal arm to the vertical column to get the volume.

Question 3: The pressure at the bottom of a tank of water is \( 3P \), where \( P \) is the atmospheric pressure. If the water is drawn out till the level of water is lowered by one-fifth, the pressure at the bottom of the tank will now be
(a) \( 2P \)
(b) \( \dfrac45P \)
(c) \( \dfrac85P \)
(d) \( \dfrac{13}{5}P \)
Show Answer & Explanation

Answer: (d) \( \dfrac{13}{5}P \)

Explanation:
1. Gauge pressure at the bottom \( \rho gh=3P-P=2P \).
2. After lowering the level by one-fifth, the depth is \( \tfrac45h \), so \( \rho gh'=\tfrac85P \).
3. Absolute pressure \( =P+\tfrac85P=\dfrac{13}{5}P \).

Teacher's Note:
1. Add the atmospheric pressure to the gauge pressure.
2. The gauge pressure is proportional to depth.

Question 4: An open-ended U-tube of uniform cross-sectional area contains water (density 1.0 gram/centimetre³), standing initially 20 centimetres from the bottom in each arm. An immiscible liquid of density 4.0 grams/centimetre³ is added to one arm until a layer 5 centimetres high forms (the denser liquid settles at the bottom of that arm). What is the ratio \( h_2/h_1 \) of the heights of the liquid surfaces above the bottom in the two arms (\( h_2 \) in the arm with water only and \( h_1 \) in the arm with the heavy layer)?
(a) 2/1
(b) 3/2
(c) 3/1
(d) 5/2
Show Answer & Explanation

Answer: (a) 2/1

Explanation:
1. The heavy liquid settles at the bottom of its arm. Let the water column above it be \( w \) cm, so \( h_1=5+w \).
2. Pressure balance at the bottom: \( 4\times5+w=h_2 \). Water volume is conserved: \( w+h_2=40 \). So \( w=10 \) cm and \( h_2=30 \) cm.
3. \( h_1=15 \) cm, so \( \dfrac{h_2}{h_1}=\dfrac{30}{15}=2 \).

Teacher's Note:
1. Use pressure balance at the bottom of the tube and conservation of water volume.
2. Heights are measured from the bottom of the tube.

Question 5: The area of cross-section of the wider tube in a U-shaped tube is 800 cm². A mass of 12 kg is placed on a massless piston in the wider tube. The difference in the heights \( h \) of the water levels in the two tubes is (take \( g=10\ \text{m/s}^2 \), \( \rho_{water}=1000\ \text{kg/m}^3 \))
(a) 6 cm
(b) 2 cm
(c) 10 cm
(d) 15 cm
Show Answer & Explanation

Answer: (d) 15 cm

Explanation:
1. Extra pressure under the piston \( =\dfrac{12\times10}{800\times10^{-4}}=1500 \) Pa.
2. This balances the water column: \( \rho gh=1500 \).
3. \( h=\dfrac{1500}{1000\times10}=0.15 \) m \( =15 \) cm.

Teacher's Note:
1. Convert 800 cm² to m² before dividing.
2. The level difference depends on the pressure and not on the tube widths.

Question 6: Two cubes of size 1.0 m on each side, one of relative density 0.60 and another of relative density 1.15, are connected by a weightless wire and placed in a large tank of water. Under equilibrium the lighter cube will project above the water surface to a height of
(a) zero
(b) 25 cm
(c) 10 cm
(d) 50 cm
Show Answer & Explanation

Answer: (b) 25 cm

Explanation:
1. Total weight \( =(600+1150)\times10=17500 \) N.
2. If the lighter cube projects by \( x \) m, the displaced volume is \( 1+(1-x) \) m³ and the buoyant force is \( 1000\,(2-x)\times10 \).
3. Equating: \( 2-x=1.75 \), so \( x=0.25 \) m \( =25 \) cm.

Teacher's Note:
1. Treat the two cubes and the wire as a single floating body.
2. Weight equals the weight of water displaced.

Question 7: A cuboidal piece of wood has dimensions \( a \), \( b \) and \( c \). Its relative density is \( d \). It is floating in a body of water such that side \( a \) is vertical. It is pushed down a bit and released. The time period of SHM executed by it is
(a) \( 2\pi\sqrt{\dfrac gda} \)
(b) \( 2\pi\sqrt{\dfrac{abc}{g}} \)
(c) \( 2\pi\sqrt{\dfrac{bc}{dg}} \)
(d) \( 2\pi\sqrt{\dfrac{da}{g}} \)
Show Answer & Explanation

Answer: (d) \( 2\pi\sqrt{\dfrac{da}{g}} \)

Explanation:
1. Restoring force per unit displacement \( k=\rho_wbc\,g \) (extra buoyancy from the base area \( bc \)).
2. Mass \( m=d\rho_w\,abc \).
3. \( T=2\pi\sqrt{\dfrac mk}=2\pi\sqrt{\dfrac{d\,abc}{bc\,g}}=2\pi\sqrt{\dfrac{da}{g}} \).

Teacher's Note:
1. A floating body behaves like a spring with constant \( \rho_wAg \), where \( A \) is the horizontal area at the waterline.
2. The vertical side \( a \) and relative density \( d \) set the period.

Question 8: A boy carries a fish in one hand and a bucket (not full) of water in the other hand. If he places the fish in the bucket, the weight now carried by him (assume that water does not spill) is
(a) more than before
(b) the same as before
(c) depends upon his speed
(d) less than before
Show Answer & Explanation

Answer: (b) the same as before

Explanation:
1. The boy carries the bucket, water and fish in both cases.
2. Placing the fish in the water just changes how its weight is supported (partly by buoyancy, which loads the water and hence the bucket).
3. The total weight carried is unchanged.

Teacher's Note:
1. Treat the bucket, water and fish together as one system.
2. Internal forces such as buoyancy cancel out.

Question 9: A piece of steel has a weight \( W \) in air, \( W_1 \) when completely immersed in water and \( W_2 \) when completely immersed in an unknown liquid. The relative density (specific gravity) of the liquid is
(a) \( \dfrac{W_1-W_2}{W-W_2} \)
(b) \( \dfrac{W-W_1}{W-W_2} \)
(c) \( \dfrac{W_1-W_2}{W-W_1} \)
(d) \( \dfrac{W-W_2}{W-W_1} \)
Show Answer & Explanation

Answer: (d) \( \dfrac{W-W_2}{W-W_1} \)

Explanation:
1. Buoyant force in water \( =W-W_1=V\rho_wg \) and in the liquid \( =W-W_2=V\rho_lg \).
2. Relative density \( =\dfrac{\rho_l}{\rho_w}=\dfrac{W-W_2}{W-W_1} \).

Teacher's Note:
1. Loss of weight in a fluid equals the weight of the displaced fluid.
2. The same volume is displaced in both liquids.

Question 10: A cube of iron whose sides are of length \( L \) is put into mercury. The weight of the iron cube is \( W \). The density of iron is \( \rho_I \), that of mercury is \( \rho_M \). The depth to which the cube sinks is given by the expression
(a) \( \dfrac{W}{L^{2}\rho_Mg} \)
(b) \( WL^{2}\rho_I \)
(c) \( \dfrac{W}{L^{2}\rho_I} \)
(d) \( WL^{2}\rho_M \)
Show Answer & Explanation

Answer: (a) \( \dfrac{W}{L^{2}\rho_Mg} \)

Explanation:
1. The iron floats because mercury is denser.
2. Weight equals buoyancy: \( W=\rho_MgL^{2}d \).
3. \( d=\dfrac{W}{L^{2}\rho_Mg} \).

Teacher's Note:
1. A floating body displaces its own weight of liquid.
2. The depth uses the density of the liquid, not of the solid.

Question 11: A metal ball of density 7800 kg/m³ is suspected to have a large number of cavities. It weighs 9.8 kg when weighed directly on a balance and 1.5 kg less when immersed in water. The fraction by volume of the cavities in the metal ball is approximately
(a) 11%
(b) 20%
(c) 30%
(d) 16%
Show Answer & Explanation

Answer: (d) 16%

Explanation:
1. Loss of weight in water gives the ball's volume: \( V=\dfrac{1.5}{1000}=1.5\times10^{-3}\ \text{m}^3 \).
2. Volume of metal \( =\dfrac{9.8}{7800}=1.256\times10^{-3}\ \text{m}^3 \).
3. Cavity fraction \( =\dfrac{1.5-1.256}{1.5}\approx0.16 \), that is 16%.

Teacher's Note:
1. Buoyancy gives the total volume including the cavities.
2. Mass divided by density gives only the solid metal volume.

Question 12: A beaker containing water is placed on the platform of a spring balance. The balance reads 1.5 kg. A stone of mass 0.5 kg and density 500 kg/m³ is immersed in water without touching the walls of the beaker. What will be the balance reading now?
(a) 2.5 kg
(b) 2 kg
(c) 1 kg
(d) 3 kg
Show Answer & Explanation

Answer: (a) 2.5 kg

Explanation:
1. Volume of the stone \( =\dfrac{0.5}{500}=10^{-3}\ \text{m}^3 \), so it displaces 1 kg of water.
2. The stone is held from outside, so the water exerts a buoyant force on it and the stone exerts an equal reaction of 1 kg-weight on the water.
3. Reading \( =1.5+1=2.5 \) kg.

Teacher's Note:
1. By Newton's third law the stone pushes down on the water with the buoyant force.
2. The stone is supported externally, so its own weight is not added.

Question 13: A jet of water with a cross-section of 6 cm² strikes a wall at an angle of 60° to the normal and rebounds elastically from the wall without losing energy. If the velocity of the water in the jet is 12 m/s, the force acting on the wall is
(a) 7.2 N
(b) 0.864 N
(c) 86.4 N
(d) 72 N
Show Answer & Explanation

Answer: (c) 86.4 N

Explanation:
1. Mass per second \( =\rho Av=1000\times6\times10^{-4}\times12=7.2 \) kg/s.
2. Change in normal momentum per kg \( =2v\cos60^\circ=12 \) m/s (the tangential component is unchanged).
3. \( F=7.2\times12=86.4 \) N.

Teacher's Note:
1. Only the component normal to the wall changes in an elastic rebound.
2. Force equals mass flow rate times change in velocity.

Question 14: Assertion (A): The free surface of a liquid at rest with respect to a stationary container is always normal to the effective gravity.
Reason (R): Liquids at rest cannot have shear stress.
(a) Both Assertion and Reason are true and the Reason is a correct explanation of the Assertion.
(b) Both Assertion and Reason are true but the Reason is not a correct explanation of the Assertion.
(c) Assertion is true but the Reason is false.
(d) Both Assertion and Reason are false.
Show Answer & Explanation

Answer: (a) Both Assertion and Reason are true and the Reason is a correct explanation of the Assertion.

Explanation:
1. A liquid at rest cannot sustain a tangential (shear) stress, so any tangential component of the effective gravity would make it flow.
2. So at rest the surface must be perpendicular to \( \vec g_{eff} \).
3. Both statements are true and the second explains the first.

Teacher's Note:
1. Fluids deform continuously under shear.
2. This is why the free surface is horizontal in a stationary container.

Question 15: Two water pipes P and Q having diameters \( 2\times10^{-2} \) m and \( 4\times10^{-2} \) m respectively are joined in series with the main supply line of water. The velocity of water flowing in pipe P is
(a) 1/2 times that of Q
(b) 1/4 times that of Q
(c) 2 times that of Q
(d) 4 times that of Q
Show Answer & Explanation

Answer: (d) 4 times that of Q

Explanation:
1. Equation of continuity: \( A_Pv_P=A_Qv_Q \).
2. \( \dfrac{v_P}{v_Q}=\dfrac{A_Q}{A_P}=\left(\dfrac{4}{2}\right)^{2}=4 \).

Teacher's Note:
1. Area is proportional to the square of the diameter.
2. The narrower pipe carries the faster flow.

Question 16: A pipe ABCD of uniform cross-section is bent into three sections, viz. a horizontal section AB, a vertical section BC with C below B, and a horizontal section CD. Liquid flowing through the pipe has speed \( v_1 \) and pressure \( p_1 \) in section AB, and speed \( v_2 \) and pressure \( p_2 \) in section CD. Then
(a) \( v_2>v_1,\ p_1=p_2 \)
(b) \( v_1=v_2,\ p_1=p_2 \)
(c) \( v_1=v_2,\ p_2>p_1 \)
(d) \( v_2>v_1,\ p_2>p_1 \)
Show Answer & Explanation

Answer: (c) \( v_1=v_2,\ p_2>p_1 \)

Explanation:
1. Uniform cross-section means equal speeds by continuity: \( v_1=v_2 \).
2. By Bernoulli, \( p_1+\rho gh_1=p_2+\rho gh_2 \) with \( h_1>h_2 \) (CD lower).
3. So \( p_2>p_1 \).

Teacher's Note:
1. Pressure increases as the liquid flows to a lower level when the speed is unchanged.
2. Check continuity before Bernoulli.

Question 17: Water is flowing in a horizontal pipe of non-uniform cross-section. At the most contracted place of the pipe
(a) pressure of water will be maximum and velocity minimum
(b) both pressure and velocity of water will be minimum
(c) both pressure and velocity of water will be maximum
(d) velocity of water will be maximum and pressure minimum
Show Answer & Explanation

Answer: (d) velocity of water will be maximum and pressure minimum

Explanation:
1. By continuity, the narrowest section has the highest velocity.
2. By Bernoulli's theorem for a horizontal pipe, higher velocity means lower pressure.
3. So velocity is maximum and pressure minimum at the most contracted place.

Teacher's Note:
1. Speed and pressure change in opposite senses in horizontal flow.
2. This is the principle of the Venturi meter.

Question 18: Water is flowing in a tube of non-uniform radius. The ratio of the radii at the entrance and exit ends of the tube is 3 : 2. The ratio of the velocities of water entering and exiting from the tube will be
(a) 9 : 4
(b) 1 : 1
(c) 8 : 27
(d) 4 : 9
Show Answer & Explanation

Answer: (d) 4 : 9

Explanation:
1. Continuity: \( \pi r_1^{2}v_1=\pi r_2^{2}v_2 \).
2. \( \dfrac{v_1}{v_2}=\left(\dfrac{r_2}{r_1}\right)^{2}=\left(\dfrac23\right)^{2}=\dfrac49 \).

Teacher's Note:
1. The speed is inversely proportional to the square of the radius.
2. The wider entrance has the slower flow.

Question 19: In the case of a fluid, Bernoulli's theorem expresses the application of the principle of conservation of
(a) linear momentum
(b) mass
(c) energy
(d) angular momentum
Show Answer & Explanation

Answer: (c) energy

Explanation:
1. Bernoulli's equation \( P+\tfrac12\rho v^{2}+\rho gh= \) const is the work-energy theorem for a steady, non-viscous, incompressible flow.
2. Conservation of mass gives the equation of continuity instead.

Teacher's Note:
1. Each term of Bernoulli's equation is an energy per unit volume.
2. Continuity is the mass conservation statement.

Question 20: A fire hydrant delivers water of density \( \rho \) at a volume rate \( L \). The water travels vertically upward through the hydrant and then does a 90° turn to emerge horizontally at speed \( V \). The pipe and nozzle have uniform cross-section throughout. The force exerted by the water on the corner of the hydrant is
(a) zero
(b) \( 2\rho VL \)
(c) \( \rho VL \)
(d) \( \sqrt2\,\rho VL \)
Show Answer & Explanation

Answer: (d) \( \sqrt2\,\rho VL \)

Explanation:
1. Mass flow rate \( =\rho L \). Water enters moving upward with speed \( V \) (uniform cross-section) and leaves horizontally with speed \( V \).
2. Change in momentum per second: vertical component \( \rho LV \) and horizontal component \( \rho LV \).
3. Force magnitude \( =\sqrt{(\rho LV)^{2}+(\rho LV)^{2}}=\sqrt2\,\rho VL \).

Teacher's Note:
1. The force is the rate of change of momentum, a vector difference.
2. The two components are at right angles.

Question 21: A water barrel stands on a table of height \( h \). If a small hole is punched in the side of the barrel at its base, it is found that the resultant stream of water strikes the ground at a horizontal distance \( R \) from the barrel. The depth of water in the barrel is
(a) \( \dfrac h2 \)
(b) \( \dfrac R2 \)
(c) \( \dfrac{R^{2}}{4h} \)
(d) \( \dfrac{R^{2}}{h} \)
Show Answer & Explanation

Answer: (c) \( \dfrac{R^{2}}{4h} \)

Explanation:
1. Efflux speed at depth \( d \): \( v=\sqrt{2gd} \). Fall time from the table height: \( t=\sqrt{2h/g} \).
2. \( R=vt=2\sqrt{dh} \).
3. \( d=\dfrac{R^{2}}{4h} \).

Teacher's Note:
1. Torricelli's speed combines with projectile motion.
2. The hole is at the base of the barrel, which is at height \( h \) above the ground.

Question 22: A cylindrical vessel of cross-sectional area 1000 cm² is fitted with a frictionless piston of mass 10 kg and filled with water completely. A small hole of cross-sectional area 10 mm² is opened at a point 50 cm deep from the lower surface of the piston. The velocity of efflux from the hole will be (take \( g=10\ \text{m/s}^2 \))
(a) 0.2 m/s
(b) 10.5 m/s
(c) 3.4 m/s
(d) 0.8 m/s
Show Answer & Explanation

Answer: (c) 3.4 m/s

Explanation:
1. Pressure due to the piston \( =\dfrac{10\times10}{0.1}=1000 \) Pa, equivalent to \( \dfrac{1000}{1000\times10}=0.1 \) m of water.
2. Effective head \( =0.5+0.1=0.6 \) m.
3. \( v=\sqrt{2g(0.6)}=\sqrt{12}\approx3.4 \) m/s.

Teacher's Note:
1. Extra pressure on the free surface adds to the head of water.
2. The small hole means the surface velocity is negligible.

Question 23: A horizontal right angle pipe bend has a cross-sectional area of 10 cm² and water flows through it at a speed of 20 m/s. The force on the pipe bend due to the turning of water is
(a) 400 N
(b) 20 N
(c) 565.7 N
(d) 282.8 N
Show Answer & Explanation

Answer: (c) 565.7 N

Explanation:
1. Mass flow rate \( =\rho Av=1000\times10^{-3}\times20=20 \) kg/s.
2. Velocity change on a 90° turn has magnitude \( \sqrt2\,v \).
3. \( F=20\times\sqrt2\times20\approx565.7 \) N.

Teacher's Note:
1. A 90° turn changes the velocity vector by \( \sqrt2 v \) in magnitude.
2. The force is directed along the line bisecting the change.

Question 24: Fountains usually seen in gardens are generated by a wide pipe with an enclosure at one end having many small holes. Consider one such fountain which is produced by a pipe of internal diameter 2 cm in which water flows at a rate of 3 m/s. The enclosure has 100 holes each of diameter 0.05 cm. The velocity of water coming out of the holes (in m/s) is
(a) 48
(b) 0.48
(c) 24
(d) 96
Show Answer & Explanation

Answer: (a) 48

Explanation:
1. Continuity: \( A_{pipe}v_{pipe}=100\,A_{hole}v_{hole} \).
2. \( v_{hole}=\dfrac{(2)^{2}\times3}{100\times(0.05)^{2}}=\dfrac{12}{0.25}=48 \) m/s.

Teacher's Note:
1. The total area of 100 holes is much smaller than the pipe area.
2. Use diameters squared since the area ratio is the same as the ratio of squared diameters.

Question 25: A cylindrical vessel open at the top is 20 cm high and 10 cm in diameter. A circular hole whose cross-sectional area is 1 cm² is cut at the centre of the bottom of the vessel. Water flows from a tube above it into the vessel at the rate of 100 cm³ s\( ^{-1} \). The height of water in the vessel under steady state is (take \( g=1000\ \text{cm s}^{-2} \))
(a) 10 cm
(b) 15 cm
(c) 5 cm
(d) 20 cm
Show Answer & Explanation

Answer: (c) 5 cm

Explanation:
1. In steady state, inflow equals outflow: \( av=100 \), so \( v=\dfrac{100}{1}=100 \) cm/s.
2. Torricelli: \( v=\sqrt{2gh} \), so \( h=\dfrac{v^{2}}{2g}=\dfrac{10^{4}}{2000}=5 \) cm.

Teacher's Note:
1. Steady state means the water level does not change.
2. Keep all quantities in cm and s.

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