Class 11 Physics Chapter 9 NEET / JEE

MECHANICAL PROPERTIES OF FLUIDS – NCERT Solutions

Step-by-step solutions with formulas and diagrams for all questions from NCERT Class 11 Physics Chapter 9.

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⚡ Quick Revision – Key Formulas (Mechanical Properties of Fluids)

Pressure & Depth $$P = \frac{F}{A}, \quad P = P_0 + \rho g h$$
Buoyancy (Archimedes’ Principle) $$F_B = \rho_{\text{fluid}} g V_{\text{displaced}}$$
Continuity Equation (Incompressible Flow) $$A_1 v_1 = A_2 v_2$$
Bernoulli’s Equation (Ideal Fluid) $$P + \frac{1}{2}\rho v^2 + \rho g h = \text{constant}$$
Newton’s Law of Viscosity $$\tau = \eta \frac{dv}{dy}$$
Reynolds Number $$Re = \frac{\rho v D}{\eta}$$
Stokes’ Law (Low‑Re Drag on Sphere) $$F = 6 \pi \eta r v$$
Surface Tension & Excess Pressure $$T = \frac{F}{l}$$ $$\Delta P_{\text{drop}} = \frac{2T}{R}, \quad \Delta P_{\text{bubble}} = \frac{4T}{R}$$
Capillary Rise (Wetting Liquid) $$h = \frac{2T \cos\theta}{\rho g r}$$

Jump to Solution

Q1 Q2 Q3 Q4 Q5 Q6 Q7 Q8 Q9 Q10 Q11 Q12 Q13 Q14 Q15 Q16 Q17 Q18 Q19 Q20

Q1 Explain why
(a) The blood pressure in humans is greater at the feet than at the brain
(b) Atmospheric pressure at a height of about 6 km decreases to nearly half of its value at sea level, though the height of the atmosphere is more than 100 km
(c) Hydrostatic pressure is a scalar quantity even though pressure is force divided by area.


Theory

In a fluid at rest, pressure arises due to the weight of the fluid column above a given point. For a fluid of density ρ, the pressure difference between two points separated by vertical height h is

ΔP = ρgh

This relation explains how pressure varies with depth in liquids and with altitude in the atmosphere. Another important property of fluids at rest is that pressure acts equally in all directions (Pascal’s law).

Solution

(a) Blood pressure is greater at the feet than at the brain

Blood behaves like a fluid inside the circulatory system. According to hydrostatic pressure relation

P = ρgh

pressure increases with the vertical depth of the fluid column.

  • The heart pumps blood throughout the body.
  • The feet are located below the heart.
  • The brain is approximately at the same level or slightly above the heart.

Because the feet lie lower, the vertical height of the blood column above them is greater. Therefore the hydrostatic pressure at the feet becomes larger than at the brain.

Hence, blood pressure is greater at the feet due to the larger hydrostatic column of blood.

Brain Heart Feet h

(b) Atmospheric pressure decreases rapidly with height

Atmospheric pressure at any point is due to the weight of the air column above it.

  • Near the Earth's surface, air is dense.
  • As altitude increases, air density decreases.
  • Most of the atmospheric mass is concentrated close to the Earth.

Because density decreases with height, the upper layers of the atmosphere contain much less air. Hence the weight of the air column above a height of about 6 km becomes roughly half of that at sea level.

Therefore atmospheric pressure becomes nearly half at about 6 km altitude even though the atmosphere extends beyond 100 km.

Earth Dense air Less dense Very thin air

(c) Hydrostatic pressure is a scalar quantity

Pressure is defined as

P = F / A

Although force is a vector quantity, pressure does not have a specific direction because:

  • In a fluid at rest, pressure acts equally in all directions.
  • The force due to pressure always acts perpendicular to the surface on which it acts.
  • If the orientation of the surface changes, the direction of the force changes accordingly.

Thus pressure itself is completely described by its magnitude only and has no fixed direction.

Hence hydrostatic pressure is a scalar physical quantity.

Progress: Question 1 of 20

Q2 Explain why
(a) The angle of contact of mercury with glass is obtuse, while that of water with glass is acute.
(b) Water on a clean glass surface tends to spread out while mercury on the same surface tends to form drops.
(c) Surface tension of a liquid is independent of the area of the surface.
(d) Water with detergent dissolved in it should have small angles of contact.
(e) A drop of liquid under no external forces is always spherical in shape.


Theory

When a liquid comes in contact with a solid surface, the shape of the liquid surface near the solid depends on two types of intermolecular forces:

  • Cohesive force – attraction between molecules of the same liquid.
  • Adhesive force – attraction between molecules of the liquid and the solid surface.

The angle between the tangent to the liquid surface and the solid surface inside the liquid is called the angle of contact (θ).

  • If adhesive force > cohesive force → θ < 90° (acute angle)
  • If cohesive force > adhesive force → θ > 90° (obtuse angle)

Solution

(a) Angle of contact: Mercury obtuse, Water acute with glass

  • For water and glass, adhesive force between water molecules and glass is stronger than cohesion within water.
  • Therefore water spreads along the glass surface and the angle of contact becomes acute (θ < 90°).
  • For mercury and glass, cohesive force between mercury atoms is stronger than adhesion with glass.
  • Therefore mercury pulls away from the surface producing an obtuse angle (θ > 90°).
Water Glass θ < 90° Mercury θ > 90°

Hence, water forms an acute angle with glass while mercury forms an obtuse angle.


(b) Water spreads on glass while mercury forms drops

  • Water has strong adhesion with glass.
  • Therefore it spreads over the surface and wets the glass.
  • Mercury has stronger cohesion between its own atoms.
  • Hence it minimizes contact with glass and forms rounded drops.
Water spreads Mercury drop

Thus water wets glass while mercury does not.


(c) Surface tension is independent of surface area

Surface tension is defined as

T = F / L

  • It is the force acting per unit length on the surface of a liquid.
  • This force depends on the nature of the liquid and temperature.
  • It does not depend on the total surface area of the liquid.

Hence surface tension is a characteristic property of the liquid and is independent of surface area.


(d) Water with detergent has smaller angle of contact

  • Detergents are surface active agents (surfactants).
  • They reduce the surface tension of water.
  • Lower surface tension allows water to spread more easily on a surface.

Therefore the angle of contact decreases when detergent is added to water.


(e) A liquid drop is spherical in the absence of external forces

Surface tension tries to minimize the surface area of a liquid for a given volume.

  • Among all shapes with a fixed volume, a sphere has the minimum surface area.
  • Therefore the liquid naturally takes a spherical shape.
Liquid drop

Hence a liquid drop takes a spherical shape in the absence of external forces due to surface tension.

Progress: Question 2 of 20

Q3 Fill in the blanks using the word(s) from the list appended with each statement:


Theory

Several properties of fluids change with temperature and flow conditions.

  • Surface tension depends on intermolecular attraction at the surface.
  • Viscosity represents internal friction between fluid layers.
  • Solids resist deformation through elastic forces.
  • Fluids resist motion through viscous forces.
  • Continuity principle ensures conservation of mass in steady flow.

Solution

(a) Surface tension of liquids generally decreases with temperature.

When temperature increases, the kinetic energy of molecules increases and intermolecular attraction becomes weaker. Hence the surface tension decreases.

Surface tension Temperature

(b) Viscosity of gases increases with temperature, whereas viscosity of liquids decreases with temperature.

  • In gases, higher temperature increases molecular motion and momentum transfer → viscosity increases.
  • In liquids, higher temperature weakens intermolecular attraction → viscosity decreases.

(c) For solids with elastic modulus of rigidity, the shearing force is proportional to shear strain, while for fluids it is proportional to rate of shear strain.

  • In solids: shear stress ∝ shear strain (Hooke’s law).
  • In fluids: shear stress ∝ rate of change of strain (viscosity law).
Shear deformation

(d) For a fluid in a steady flow, the increase in flow speed at a constriction follows conservation of mass.

For incompressible flow,

A₁v₁ = A₂v₂

If the cross-sectional area decreases, velocity must increase to maintain constant mass flow rate.

v₁ v₂

(e) For the model of a plane in a wind tunnel, turbulence occurs at a greater speed than for an actual plane.

Turbulence depends on the Reynolds number

Re = ρvL / η

  • The model has a smaller characteristic length.
  • To achieve the same Reynolds number, the velocity must be larger.

Hence turbulence occurs at a greater speed in the wind-tunnel model.

Progress: Question 3 of 20

Q4 Explain why
(a) To keep a piece of paper horizontal, you should blow over, not under, it
(b) When we try to close a water tap with our fingers, fast jets of water gush through the openings between our fingers
(c) The size of the needle of a syringe controls flow rate better than the thumb pressure exerted by a doctor while administering an injection
(d) A fluid flowing out of a small hole in a vessel results in a backward thrust on the vessel
(e) A spinning cricket ball in air does not follow a parabolic trajectory


Theory

Several principles of fluid dynamics explain these phenomena:

  • Bernoulli’s principle: Higher fluid speed → lower pressure.
  • Continuity equation: A₁v₁ = A₂v₂ for steady incompressible flow.
  • Newton’s third law: Every action has an equal and opposite reaction.
  • Magnus effect: A spinning object moving through a fluid experiences a sideways force.

Solution

(a) To keep a piece of paper horizontal, we blow over it.

  • When air is blown over the paper, its speed increases.
  • According to Bernoulli’s principle, higher speed means lower pressure above the paper.
  • The pressure below the paper remains higher.
  • This pressure difference produces an upward lift.

Hence the paper rises when we blow over it.

Fast air → Low pressure Paper

(b) Fast jets emerge through gaps between fingers.

  • When we partially block the tap, the openings become very narrow.
  • According to the continuity equation, if the cross-sectional area decreases, velocity increases.
  • Thus water passes through the small gaps at very high speed forming jets.

Therefore fast jets gush through the gaps between fingers.


(c) Needle size controls syringe flow rate better than thumb pressure.

  • The flow of liquid depends strongly on the radius of the needle.
  • A very small change in needle radius produces a large change in flow rate.
  • Thumb pressure changes the pressure difference only slightly.

Hence the needle size controls the flow rate more effectively.


(d) Fluid leaving a hole produces backward thrust.

  • The fluid jet leaving the hole carries momentum.
  • To produce this forward momentum, the vessel experiences an equal and opposite reaction force.
  • This force pushes the vessel backward.

This is an example of Newton’s third law.

Water jet Thrust

(e) A spinning cricket ball does not follow a parabolic path.

  • A spinning ball creates unequal air speeds on its two sides.
  • This produces a pressure difference around the ball.
  • The resulting sideways force is called the Magnus force.
  • This force deflects the ball from the normal parabolic path.
Magnus effect

Hence the trajectory of a spinning cricket ball deviates from a parabola.

Progress: Question 4 of 20

Q5 A 50 kg girl wearing high heel shoes balances on a single heel. The heel is circular with a diameter 1.0 cm. What is the pressure exerted by the heel on the horizontal floor ?


Theory

Pressure is defined as the force acting per unit area.

P = F / A

If the same force acts on a smaller area, the pressure becomes very large. This is why pointed objects such as needles or high heels exert very large pressures.


Solution

Step 1: Write the given data

  • Mass of girl, \(m = 50\,kg\)
  • Diameter of heel, \(d = 1.0\,cm = 0.01\,m\)
  • Radius of heel, \(r = 0.005\,m\)
  • Acceleration due to gravity, \(g = 9.8\,m\,s^{-2}\)

Step 2: Force exerted on the floor

The force exerted is equal to the weight of the girl.

$$ \begin{aligned} F &= mg \\ &= 50 \times 9.8 \\ &= 490 \, N \end{aligned} $$

Step 3: Area of contact of the heel

The heel is circular, so

$$ \begin{aligned} A &= \pi r^2 \\ &= \frac{22}{7} \times (0.005)^2 \\ &= 7.85 \times 10^{-5}\, m^2 \end{aligned} $$

Step 4: Calculate pressure

$$ \begin{aligned} P &= \frac{F}{A} \\ &= \frac{490}{7.85 \times 10^{-5}} \\ &\approx 6.24 \times 10^6 \, Pa \end{aligned} $$

Pressure exerted on the floor ≈ \(6.2 \times 10^6\) Pa


Physical Interpretation

Because the contact area of the heel is extremely small, the pressure becomes very large. This explains why high heels can easily damage wooden floors or soft ground.

Weight (F) Small area → High pressure
Progress: Question 5 of 20

Q6 Torricelli’s barometer used mercury. Pascal duplicated it using French wine of density 984 kg m–3. Determine the height of the wine column for normal atmospheric pressure.


Theory

A barometer measures atmospheric pressure using the pressure exerted by a vertical column of liquid. At equilibrium,

P = ρgh

where \(ρ\) is the density of the liquid, \(g\) is gravitational acceleration, and \(h\) is the height of the liquid column. Liquids with smaller density require a larger column height to balance atmospheric pressure.


Solution

Step 1: Write the given data

  • Atmospheric pressure, \(P = 1.01 \times 10^5\) Pa
  • Density of wine, \(ρ = 984\;kg\,m^{-3}\)
  • Acceleration due to gravity, \(g = 9.8\;m\,s^{-2}\)

Step 2: Use hydrostatic pressure relation

For a barometer,

P = ρgh

Therefore,

$$ \begin{aligned} h &= \frac{P}{ρg} \end{aligned} $$

Step 3: Substitute values

$$ \begin{aligned} h &= \frac{1.01 \times 10^5}{984 \times 9.8} \end{aligned} $$ $$ \begin{aligned} 984 \times 9.8 &= 9643.2 \end{aligned} $$ $$ \begin{aligned} h &= \frac{1.01 \times 10^5}{9643.2} \\ h &\approx 10.47\,m \end{aligned} $$

Height of wine column ≈ \(10.5\;m\)


Physical Interpretation

Mercury barometers require only about 0.76 m of mercury because mercury has a very high density. Wine has a much lower density, so a much taller column (about 10.5 m) is needed to balance atmospheric pressure.

Vacuum Wine column Reservoir
Progress: Question 6 of 20

Q7 A vertical off-shore structure is built to withstand a maximum stress of \(10^9\) Pa. Is the structure suitable for putting up on top of an oil well in the ocean? Take the depth of the ocean to be roughly 3 km and ignore ocean currents.


Theory

The pressure at a depth inside a liquid is given by the hydrostatic pressure relation

P = P_0 + ρgh

where \(P_0\) is atmospheric pressure, \(ρ\) is the density of the liquid, \(g\) is acceleration due to gravity, and \(h\) is the depth. As depth increases, pressure increases due to the weight of the water column above.


Solution

Step 1: Given data

  • Maximum stress the structure can withstand \(= 10^9\) Pa
  • Depth of ocean \(h = 3\,km = 3 \times 10^3\,m\)
  • Density of seawater \(ρ = 1.03 \times 10^3\,kg\,m^{-3}\)
  • Acceleration due to gravity \(g = 9.8\,m\,s^{-2}\)
  • Atmospheric pressure \(P_0 = 1.01 \times 10^5\,Pa\)

Step 2: Calculate pressure at the ocean bottom

Using the hydrostatic pressure formula:

$$ P = P_0 + ρgh $$ Substituting values, $$ \begin{aligned} P &= 1.01 \times 10^5 + (1.03 \times 10^3)(9.8)(3 \times 10^3) \end{aligned} $$ $$ \begin{aligned} ρgh &= 1030 \times 9.8 \times 3000 \\ &\approx 3.03 \times 10^7 \, Pa \end{aligned} $$ Therefore, $$ \begin{aligned} P &= 1.01 \times 10^5 + 3.03 \times 10^7 \\ &\approx 3.04 \times 10^7 \, Pa \end{aligned} $$

Step 3: Compare with maximum allowable stress

  • Pressure at ocean bottom ≈ \(3.0 \times 10^7\) Pa
  • Maximum allowable stress = \(10^9\) Pa
Since

\(3.0 \times 10^7\; Pa \ll 10^9\; Pa\)

the pressure at the ocean bottom is much smaller than the maximum stress the structure can withstand.

Therefore, the structure is safe and suitable for installation on the oil well.


Conceptual Illustration

Surface High pressure Depth = 3 km
Progress: Question 7 of 20

Q8 A hydraulic automobile lift is designed to lift cars with a maximum mass of 3000 kg. The area of cross-section of the piston carrying the load is \(425\ cm^2\). What maximum pressure would the smaller piston have to bear?


Theory

Hydraulic lifts work on Pascal’s law, which states that pressure applied to a confined fluid is transmitted equally in all directions.

P = F / A

Thus the same pressure acts on both pistons of the hydraulic system.


Solution

Step 1: Given data

  • Maximum mass of car \(m = 3000\ kg\)
  • Area of large piston \(A = 425\ cm^2\)
  • Acceleration due to gravity \(g = 9.8\ m\,s^{-2}\)
Convert area into SI units: \[ A = 425 \times 10^{-4} \; m^2 = 0.0425\ m^2 \]

Step 2: Calculate force exerted by the car

\[ \begin{aligned} F &= mg \\ &= 3000 \times 9.8 \\ &= 2.94 \times 10^4\ N \end{aligned} \]

Step 3: Calculate pressure on the large piston

\[ \begin{aligned} P &= \frac{F}{A} \\ &= \frac{2.94 \times 10^4}{0.0425} \\ &= 6.92 \times 10^5\ Pa \end{aligned} \]

Step 4: Apply Pascal’s law

According to Pascal’s law, the pressure is transmitted equally throughout the fluid. Therefore the same pressure acts on the smaller piston.

Maximum pressure on the smaller piston ≈ \(6.9 \times 10^5\ Pa\)


Conceptual Illustration

Car load Small piston Hydraulic fluid
Progress: Question 8 of 20

Q9 A U-tube contains water and methylated spirit separated by mercury. The mercury columns in the two arms are in level with 10.0 cm of water in one arm and 12.5 cm of spirit in the other. What is the specific gravity of spirit?


Theory

In a liquid at rest, pressure at the same horizontal level must be equal. Therefore, at the same level in the mercury columns of a U-tube, the pressure exerted by the liquid columns above must be equal.

ρ₁ g h₁ = ρ₂ g h₂

Here \(ρ_1\) and \(ρ_2\) are densities of the two liquids and \(h_1\) and \(h_2\) are the heights of their columns.


Solution

Step 1: Given data

  • Height of water column \(h_1 = 10.0\ cm\)
  • Height of spirit column \(h_2 = 12.5\ cm\)
  • Density of water (relative) \(ρ_1 = 1\)
Let the specific gravity of spirit be \(S\).

Step 2: Apply pressure equality

At the same horizontal level in mercury, \[ ρ_1 g h_1 = ρ_2 g h_2 \] Substituting \(ρ_2 = S\), \[ 1 \times g \times 10 = S \times g \times 12.5 \] Cancel \(g\), \[ 10 = 12.5 S \]

Step 3: Solve for specific gravity

\[ S = \frac{10}{12.5} \] \[ S = 0.8 \]

Specific gravity of methylated spirit = 0.8


Conceptual Illustration

Water Spirit Mercury 10 cm 12.5 cm
Progress: Question 9 of 20

Q10 In the previous problem, if 15.0 cm of water and spirit each are further poured into the respective arms of the tube, what is the difference in the levels of mercury in the two arms ? (Specific gravity of mercury = 13.6)


Theory

In a connected liquid system, the pressure at the same horizontal level must be equal. If two different liquids produce unequal pressure, the denser liquid (mercury here) shifts until hydrostatic equilibrium is restored.

ρw g hw = ρs g hs + ρm g hm

where \(h_m\) is the difference in mercury levels between the two arms.


Solution

Step 1: Known values

  • From Q9, specific gravity of spirit \(S = 0.8\)
  • Initial water height = 10 cm
  • Initial spirit height = 12.5 cm
  • Additional liquid poured = 15 cm each
Therefore,
  • Total water height \(h_w = 25\) cm
  • Total spirit height \(h_s = 27.5\) cm
  • Specific gravity of mercury \(= 13.6\)

Step 2: Apply pressure balance

At the same horizontal level inside mercury, \[ ρ_w g h_w = ρ_s g h_s + ρ_m g h_m \] Substitute relative densities: \[ 1 \times 25 = 0.8 \times 27.5 + 13.6\,h_m \]

Step 3: Solve the equation

\[ 25 = 22 + 13.6h_m \] \[ 13.6h_m = 3 \] \[ h_m = \frac{3}{13.6} \] \[ h_m \approx 0.22\ \text{cm} \]

Difference in mercury levels ≈ 0.22 cm


Conceptual Illustration

Water Spirit Mercury Δh
Progress: Question 10 of 20

Q11 Can Bernoulli’s equation be used to describe the flow of water through a rapid in a river ? Explain.


Theory

Bernoulli’s equation describes the conservation of mechanical energy in a moving fluid.

P + ρgh + \(\frac{1}{2}\)ρv² = constant

However, it is valid only when the following conditions are satisfied:

  • The fluid flow is steady.
  • The fluid is incompressible.
  • The fluid has negligible viscosity (no energy loss due to friction).
  • The flow follows smooth streamlines.

Solution

In a river rapid, water flows very irregularly and violently.

  • The flow becomes turbulent.
  • Many eddies and vortices are formed.
  • Viscous effects and energy losses become significant.

Because of these effects, the assumptions required for Bernoulli’s equation are not satisfied.

Therefore, Bernoulli’s equation cannot accurately describe the flow of water through a rapid.


Conceptual Illustration

Smooth (laminar) flow Turbulent flow
Progress: Question 11 of 20

Q12 Does it matter if one uses gauge instead of absolute pressures in applying Bernoulli’s equation ? Explain.


Theory

Pressure in a fluid can be expressed in two ways:

  • Absolute pressure: pressure measured relative to vacuum.
  • Gauge pressure: pressure measured relative to atmospheric pressure.

These are related by

Pabsolute = Pgauge + Patm


Solution

Bernoulli’s equation between two points in a fluid flow is

\[ P_1 + \frac{1}{2}\rho v_1^2 + \rho g h_1 = P_2 + \frac{1}{2}\rho v_2^2 + \rho g h_2 \]

If absolute pressures are used,

\[ P_1 = P_{g1} + P_{atm}, \quad P_2 = P_{g2} + P_{atm} \] Substituting in Bernoulli’s equation, \[ (P_{g1}+P_{atm}) + \frac{1}{2}\rho v_1^2 + \rho g h_1 = (P_{g2}+P_{atm}) + \frac{1}{2}\rho v_2^2 + \rho g h_2 \] Since atmospheric pressure \(P_{atm}\) appears on both sides, it cancels out. Therefore, \[ P_{g1} + \frac{1}{2}\rho v_1^2 + \rho g h_1 = P_{g2} + \frac{1}{2}\rho v_2^2 + \rho g h_2 \]

Hence Bernoulli’s equation gives the same result whether we use gauge pressure or absolute pressure.

This happens because Bernoulli’s equation depends only on pressure differences, not on the reference level of pressure.


Conceptual Illustration

P₁ P₂ Atmospheric pressure acts everywhere
Progress: Question 12 of 20

Q13 Glycerine flows steadily through a horizontal tube of length 1.5 m and radius 1.0 cm. If the amount of glycerine collected per second at one end is \(4.0 \times 10^{-3}\ kg\ s^{-1}\), what is the pressure difference between the two ends of the tube ? (Density of glycerine = \(1.3 \times 10^3\ kg\ m^{-3}\), viscosity of glycerine = \(0.83\ Pa\,s\)). [Also check whether the assumption of laminar flow is valid.]


Theory

For viscous flow of a liquid through a cylindrical tube, Poiseuille’s law gives the volume flow rate:

\[ Q = \frac{\pi r^{4}\Delta P}{8\eta l} \]

where \(r\) is the tube radius, \(l\) its length, \(η\) the viscosity of the liquid, and \(\Delta P\) the pressure difference between the ends.


Solution

Step 1: Given data

  • Mass flow rate \( \dot{m} = 4.0 \times 10^{-3}\ kg\,s^{-1}\)
  • Density \( \rho = 1.3 \times 10^3\ kg\,m^{-3}\)
  • Viscosity \( \eta = 0.83\ Pa\,s\)
  • Length of tube \( l = 1.5\ m\)
  • Radius of tube \( r = 1.0\ cm = 0.01\ m\)

Step 2: Convert mass flow rate to volume flow rate

\[ Q = \frac{\dot{m}}{\rho} \] \[ Q = \frac{4.0 \times 10^{-3}}{1.3 \times 10^{3}} \] \[ Q \approx 3.08 \times 10^{-6}\ m^3 s^{-1} \]

Step 3: Use Poiseuille’s equation

\[ \Delta P = \frac{8\eta l Q}{\pi r^4} \] Substituting values: \[ \Delta P = \frac{8 \times 0.83 \times 1.5 \times 3.08 \times 10^{-6}} {\pi \times (0.01)^4} \] \[ \Delta P \approx 9.8 \times 10^{2}\ Pa \]

Pressure difference ≈ \(1.0 \times 10^{3}\ Pa\)


Step 4: Check whether flow is laminar

Average velocity: \[ v = \frac{Q}{\pi r^2} \] \[ v = \frac{3.08 \times 10^{-6}}{\pi (0.01)^2} \] \[ v \approx 9.8 \times 10^{-3}\ m\,s^{-1} \] Reynolds number: \[ Re = \frac{\rho v D}{\eta} \] \[ Re = \frac{(1.3 \times 10^3)(9.8 \times 10^{-3})(0.02)}{0.83} \] \[ Re \approx 0.3 \]

Since \(Re \ll 2000\), the flow is laminar. Therefore the use of Poiseuille’s law is justified.


Conceptual Illustration

P₁ P₂ Laminar flow in tube
Progress: Question 13 of 20

Q14 In a test experiment on a model aeroplane in a wind tunnel, the flow speeds on the upper and lower surfaces of the wing are 70 m s–1 and 63 m s–1 respectively. What is the lift on the wing if its area is 2.5 m2 ? Take the density of air to be 1.3 kg m–3.


Theory

Lift on an aeroplane wing arises due to the pressure difference between the upper and lower surfaces of the wing. According to Bernoulli’s principle, higher speed of airflow corresponds to lower pressure.

\[ P + \frac{1}{2}\rho v^2 = \text{constant} \]

If air moves faster over the upper surface than the lower surface, the pressure above the wing becomes smaller, producing an upward lift force.


Solution

Step 1: Given data

  • Velocity over upper surface \(v_1 = 70\,m\,s^{-1}\)
  • Velocity over lower surface \(v_2 = 63\,m\,s^{-1}\)
  • Area of wing \(A = 2.5\,m^2\)
  • Density of air \(ρ = 1.3\,kg\,m^{-3}\)

Step 2: Calculate pressure difference

Using Bernoulli’s equation at the same height: \[ \Delta P = \frac{1}{2}\rho (v_1^2 - v_2^2) \] \[ v_1^2 - v_2^2 = 70^2 - 63^2 \] \[ = 4900 - 3969 \] \[ = 931 \] \[ \Delta P = \frac{1}{2} \times 1.3 \times 931 \] \[ \Delta P \approx 605\,Pa \]

Step 3: Calculate lift force

\[ L = \Delta P \times A \] \[ L = 605 \times 2.5 \] \[ L \approx 1.51 \times 10^3\,N \]

Lift on the wing ≈ \(1.5 \times 10^3\,N\)


Conceptual Illustration

70 m/s (low pressure) 63 m/s (higher pressure) Lift
Progress: Question 14 of 20

Q15 Figures 9.20(a) and (b) refer to the steady flow of a (non-viscous) liquid. Which of the two figures is incorrect? Why?


Theory

For steady incompressible flow of a liquid through a pipe, the continuity equation must be satisfied.

\[ A_1 v_1 = A_2 v_2 \]

This means that the volume flow rate remains constant. If the cross-sectional area of the pipe decreases, the velocity of the fluid must increase.


Solution

Fig. 9.20-xi
Fig. 9.20

In a narrowing section of a pipe, the cross-sectional area decreases. According to the continuity equation, the velocity of the fluid must therefore increase.

In Figure (a), the fluid speed increases as the pipe becomes narrower. This is consistent with the continuity equation and represents correct steady flow.

However, in Figure (b), the pipe narrows but the velocity is shown to decrease. This violates the continuity condition \(A_1 v_1 = A_2 v_2\).

Therefore, Figure (b) is incorrect.

Progress: Question 15 of 20

Q16 The cylindrical tube of a spray pump has a cross-section of \(8.0\ cm^2\). One end has 40 fine holes each of diameter 1.0 mm. If the liquid flow inside the tube is \(1.5\ m\ min^{-1}\), what is the speed of ejection of the liquid through the holes?


Theory

For steady incompressible flow, the continuity equation states that the volume flow rate remains constant.

\[ A_1 v_1 = A_2 v_2 \]

If the total exit area becomes smaller, the velocity of the fluid must increase.


Solution

Step 1: Given data

  • Area of tube \(A_1 = 8.0\ cm^2 = 8.0 \times 10^{-4}\ m^2\)
  • Velocity inside tube \(v_1 = 1.5\ m\,min^{-1}\)
  • Number of holes = 40
  • Diameter of each hole = 1.0 mm
Convert velocity: \[ v_1 = \frac{1.5}{60} = 0.025\ m\,s^{-1} \] Radius of each hole: \[ r = 0.5\ mm = 0.5 \times 10^{-3}\ m \]

Step 2: Area of one hole

\[ a = \pi r^2 \] \[ a = \pi (0.5 \times 10^{-3})^2 \] \[ a = 7.85 \times 10^{-7}\ m^2 \]

Step 3: Total area of 40 holes

\[ A_2 = 40a \] \[ A_2 = 40 \times 7.85 \times 10^{-7} \] \[ A_2 = 3.14 \times 10^{-5}\ m^2 \]

Step 4: Apply continuity equation

\[ A_1 v_1 = A_2 v_2 \] \[ v_2 = \frac{A_1 v_1}{A_2} \] \[ v_2 = \frac{8.0 \times 10^{-4} \times 0.025}{3.14 \times 10^{-5}} \] \[ v_2 \approx 0.64\ m\,s^{-1} \]

Speed of liquid through the holes ≈ \(0.64\ m\,s^{-1}\)


Conceptual Illustration

Flow in tube Fine holes
Progress: Question 16 of 20

Q17 A U-shaped wire is dipped in a soap solution and removed. The thin soap film formed between the wire and the light slider supports a weight of \(1.5 \times 10^{-2}\ N\). The length of the slider is 30 cm. What is the surface tension of the film?


Theory

Surface tension is defined as the force acting per unit length along the surface of a liquid.

\[ T = \frac{F}{L} \]

In a soap film there are two surfaces (front and back). Therefore the effective length along which surface tension acts becomes \(2L\).


Solution

Step 1: Given data

  • Force supported by film \(F = 1.5 \times 10^{-2}\ N\)
  • Length of slider \(L = 30\ cm = 0.30\ m\)

Step 2: Effective length of soap film

Since the film has two surfaces, \[ l = 2L \] \[ l = 2 \times 0.30 \] \[ l = 0.60\ m \]

Step 3: Calculate surface tension

\[ T = \frac{F}{l} \] \[ T = \frac{1.5 \times 10^{-2}}{0.60} \] \[ T = 2.5 \times 10^{-2}\ N\,m^{-1} \]

Surface tension of the soap film ≈ \(2.5 \times 10^{-2}\ N\,m^{-1}\)


Conceptual Illustration

Soap film Force F Slider
Progress: Question 17 of 20

Q18 Figure 9.21 (a) shows a thin liquid film supporting a small weight \(4.5 \times 10^{-2}\,N\). What is the weight supported by a film of the same liquid at the same temperature in Fig. (b) and (c)? Explain your answer physically.


Theory

A soap film has two surfaces. If a slider of length \(L\) is in contact with the film, the upward force due to surface tension is

\[ F = 2TL \]

where \(T\) is the surface tension of the liquid. Thus the supported weight depends only on surface tension and the length of the slider, not on the shape of the film.


Solution

Fig. 9.21-xi
Fig. 9.21

Step 1: Determine surface tension from Fig. (a)

Given weight supported: \[ W_a = 4.5 \times 10^{-2}\,N \] Length of slider: \[ L = 40\,cm = 0.40\,m \] Using \(W = 2TL\), \[ 4.5 \times 10^{-2} = 2T(0.40) \] \[ T = \frac{4.5 \times 10^{-2}}{0.80} \] \[ T = 5.63 \times 10^{-2}\,N\,m^{-1} \]

Step 2: Weight supported in Fig. (b)

The length of the slider is still \(0.40\,m\). \[ W_b = 2TL \] \[ W_b = 2 \times 5.63 \times 10^{-2} \times 0.40 \] \[ W_b = 4.5 \times 10^{-2}\,N \]

Step 3: Weight supported in Fig. (c)

Again the slider length remains \(0.40\,m\). \[ W_c = 2TL \] \[ W_c = 2 \times 5.63 \times 10^{-2} \times 0.40 \] \[ W_c = 4.5 \times 10^{-2}\,N \]

Therefore, the weight supported in Fig. (b) and Fig. (c) is also \(4.5 \times 10^{-2}\,N\).


Physical Explanation

The force due to surface tension depends only on the length of the slider and the surface tension of the liquid. Since both are the same in figures (a), (b), and (c), the supported weight remains the same. The shape of the soap film does not affect the force.

Progress: Question 18 of 20

Q19 What is the pressure inside a drop of mercury of radius 3.00 mm at room temperature? Surface tension of mercury at that temperature (20 °C) is \(4.65 \times 10^{-1}\ N\,m^{-1}\). The atmospheric pressure is \(1.01 \times 10^5\ Pa\). Also give the excess pressure inside the drop.


Theory

Surface tension causes the pressure inside a liquid drop to be higher than the outside pressure. For a spherical liquid drop, the excess pressure inside is

\[ \Delta P = \frac{2T}{r} \]

where \(T\) is the surface tension and \(r\) is the radius of the drop.


Solution

Step 1: Given data

  • Radius of drop \(r = 3.00\,mm = 3.0 \times 10^{-3}\,m\)
  • Surface tension of mercury \(T = 4.65 \times 10^{-1}\,N\,m^{-1}\)
  • Atmospheric pressure \(P_0 = 1.01 \times 10^{5}\,Pa\)

Step 2: Calculate excess pressure

\[ \Delta P = \frac{2T}{r} \] \[ \Delta P = \frac{2 \times 4.65 \times 10^{-1}}{3.0 \times 10^{-3}} \] \[ \Delta P = \frac{0.93}{3.0 \times 10^{-3}} \] \[ \Delta P \approx 3.1 \times 10^{2}\,Pa \]

Step 3: Pressure inside the drop

\[ P = P_0 + \Delta P \] \[ P = 1.01 \times 10^{5} + 3.1 \times 10^{2} \] \[ P \approx 1.0131 \times 10^{5}\,Pa \]

Excess pressure inside the drop ≈ \(3.1 \times 10^{2}\,Pa\)

Pressure inside the drop ≈ \(1.0131 \times 10^{5}\,Pa\)


Conceptual Illustration

Surface tension → higher internal pressure
Progress: Question 19 of 20

Q20 What is the excess pressure inside a bubble of soap solution of radius 5.00 mm, given that the surface tension of soap solution at 20 °C is \(2.50 \times 10^{-2}\,N\,m^{-1}\)? If an air bubble of the same dimension were formed at a depth of 40.0 cm inside a container containing the soap solution (relative density 1.20), what would be the pressure inside the bubble? (1 atmospheric pressure = \(1.01 \times 10^5\,Pa\))


Theory

Surface tension produces extra pressure inside curved liquid surfaces.

  • Soap bubble: two liquid surfaces → \( \Delta P = \frac{4T}{r} \)
  • Air bubble in liquid: one surface → \( \Delta P = \frac{2T}{r} \)

Solution

Step 1: Given data

  • Radius \(r = 5.00\,mm = 5.0 \times 10^{-3}\,m\)
  • Surface tension \(T = 2.50 \times 10^{-2}\,N\,m^{-1}\)
  • Atmospheric pressure \(P_0 = 1.01 \times 10^{5}\,Pa\)

Step 2: Excess pressure inside soap bubble

\[ \Delta P = \frac{4T}{r} \] \[ \Delta P = \frac{4 \times 2.50 \times 10^{-2}}{5.0 \times 10^{-3}} \] \[ \Delta P = \frac{0.10}{5.0 \times 10^{-3}} \] \[ \Delta P = 20\,Pa \]

Excess pressure in soap bubble = \(20\,Pa\)


Step 3: Pressure outside air bubble at depth 40 cm

Relative density = 1.20 \[ \rho = 1.20 \times 10^3\ kg\,m^{-3} \] Depth: \[ h = 40\,cm = 0.40\,m \] Pressure at that depth: \[ P_{out} = P_0 + \rho g h \] \[ P_{out} = 1.01 \times 10^{5} + (1.20 \times 10^3)(9.8)(0.40) \] \[ P_{out} = 1.01 \times 10^{5} + 4.70 \times 10^{3} \] \[ P_{out} \approx 1.057 \times 10^{5}\,Pa \]

Step 4: Excess pressure inside air bubble

For an air bubble in liquid: \[ \Delta P' = \frac{2T}{r} \] \[ \Delta P' = \frac{2 \times 2.50 \times 10^{-2}}{5.0 \times 10^{-3}} \] \[ \Delta P' = 10\,Pa \]

Step 5: Pressure inside the air bubble

\[ P_{in} = P_{out} + \Delta P' \] \[ P_{in} = 1.057 \times 10^{5} + 10 \] \[ P_{in} \approx 1.058 \times 10^{5}\,Pa \]

Pressure inside air bubble ≈ \(1.058 \times 10^{5}\,Pa\)


Conceptual Illustration

Soap bubble ΔP = 4T/r Air bubble ΔP = 2T/r
Progress: Question 20 of 20
Top

🧠 Exam Concept Snapshot

Pressure & Pascal’s Law
Pressure: \(P = \dfrac{F}{A}\)
At depth \(h\) in a liquid of density \(\rho\):
\(P = P_0 + \rho g h\)
Buoyancy & Archimedes
Buoyant force: \(F_B = \rho_{\text{fluid}} g V_{\text{displaced}}\)
A body floats if its average density is less than that of the fluid.
Continuity & Bernoulli
Continuity (incompressible steady flow):
\(A_1 v_1 = A_2 v_2\)
Bernoulli (ideal fluid, along a streamline):
\(P + \dfrac{1}{2}\rho v^2 + \rho g h = \text{constant}\)
Viscosity, Reynolds & Stokes
Newton’s law of viscosity: \(\tau = \eta \dfrac{dv}{dy}\)
Reynolds number: \(Re = \dfrac{\rho v L}{\eta}\)
Stokes’ drag (low \(Re\)): \(F = 6\pi \eta r v\)

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    Frequently Asked Questions

    Mechanical properties of fluids describe how liquids and gases respond to forces, including their ability to flow, transmit pressure, resist motion, and show surface effects like viscosity and surface tension.

    A fluid is a substance that cannot resist shear stress in static condition and continuously deforms under even a small tangential force. Liquids and gases are fluids.

    Pressure is the normal force exerted per unit area by a fluid on any surface in contact with it, given by P = F/A.

    Pressure increases with depth according to P = P0 + ?gh, where ? is density, g is acceleration due to gravity, and h is depth.

    Pascal’s law states that pressure applied to an enclosed fluid is transmitted equally and undiminished to all parts of the fluid and the container walls.

    Pascal’s law is applied in hydraulic lifts, hydraulic brakes, hydraulic presses, and hydraulic jacks.

    Buoyant force is the upward force exerted by a fluid on an immersed body, opposing the weight of the body.

    A body immersed in a fluid experiences an upward force equal to the weight of the fluid displaced by it.

    Objects float if the buoyant force equals or exceeds their weight, usually when their average density is less than the fluid density.

    Viscosity is the internal resistance of a fluid to the relative motion between its layers.

    The coefficient of viscosity is the force per unit area required to maintain a unit velocity gradient between two parallel layers of a fluid.

    Stokes’ law states that the viscous force on a small sphere moving in a fluid is F = 6p?rv.

    Terminal velocity is the constant maximum velocity attained by a body falling through a viscous fluid when net force becomes zero.

    Terminal velocity is given by v = (2r²(? - s)g)/(9?).

    Surface tension is the property of a liquid surface that makes it behave like a stretched elastic membrane.

    MECHANICAL PROPERTIES OF FLUIDS – Learning Resources

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