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FLUID MECHANICS (Part-2)

What is Viscosity?

Viscosity is the property of a fluid by which it opposes the relative motion between its adjacent layers.

Explanation of Viscosity

When a fluid flows, its different layers may move with different velocities. The faster-moving layer tends to drag the slower-moving layer along with it, while the slower-moving layer tends to retard the faster-moving layer.

As a result, an internal resisting force develops between adjacent layers of the fluid. This force acts opposite to their relative motion and is called viscous force or viscous drag.

A fluid having greater viscosity offers greater resistance to flow. For example, honey flows more slowly than water because honey has greater viscosity.

Thus, viscosity may be regarded as the internal friction of a fluid.

Physical Characteristics of Viscosity

Nature: Viscosity is a property of fluids and represents their internal resistance to relative motion between adjacent layers.

Cause: Viscosity arises from molecular interactions and momentum transfer between neighbouring layers of a fluid.

Effect: Greater viscosity means greater resistance to flow, whereas lower viscosity means that the fluid flows more easily.

Dependence on Temperature: The viscosity of liquids generally decreases as temperature increases, whereas the viscosity of gases generally increases with temperature.

Scalar Nature: The coefficient of viscosity is a scalar quantity for an ordinary isotropic fluid.

SI Unit and Dimensional Formula

Viscosity is quantified by the coefficient of viscosity, represented by \(\eta\). Its SI unit is pascal-second (Pa·s).

\[ \boxed{\text{SI unit of }\eta=\text{Pa}\cdot\text{s}} \]

It can also be expressed as:

\[ \boxed{\text{N}\,\text{s}\,\text{m}^{-2} =\text{kg}\,\text{m}^{-1}\,\text{s}^{-1}} \]

The dimensional formula of the coefficient of viscosity is:

\[ \boxed{[\eta]=[M L^{-1}T^{-1}]} \]

In the CGS system, the unit of coefficient of viscosity is poise (P).

Causes of Viscosity

Viscosity is mainly caused by the intermolecular forces between the molecules of a fluid and the transfer of momentum between neighbouring layers.

When adjacent layers of a fluid move with different velocities, molecular interactions tend to oppose this relative motion.

In liquids, viscosity is mainly associated with cohesive intermolecular forces between neighbouring molecules.

In gases, viscosity is mainly due to the transfer of momentum by molecules moving between layers having different velocities.

Thus, viscosity acts as an internal resistance to the relative motion of adjacent fluid layers.

Coefficient of Viscosity

Definitions of Coefficient of Viscosity

Definition 1: The coefficient of viscosity of a fluid is defined as the ratio of shearing stress to the rate of shear strain.

\[ \boxed{\eta=\frac{\text{Shearing stress}}{\text{Rate of shear strain}}} \]

Definition 2: The coefficient of viscosity is the tangential viscous force required to maintain a unit velocity gradient between two parallel layers of a fluid having unit area of contact.

Explanation

Consider a fluid enclosed between two large parallel surfaces. Let the lower surface be stationary and the upper surface move with a velocity \(v\).

The fluid layer in contact with the stationary surface has zero velocity, while the layer in contact with the moving surface has velocity \(v\). The intermediate layers have velocities that vary continuously between these two values.

Due to viscosity, a tangential force acts between adjacent layers and opposes their relative motion. This force is called viscous force.

If the area of contact is \(A\), the separation between the surfaces is \(y\), and the velocity difference between the layers is \(v\), the velocity gradient is \(\frac{dv}{dy}\).

Velocity Gradient in a Viscous Fluid Moving surface Stationary surface y Velocity increases from the stationary surface towards the moving surface

Mathematical Derivation of the Coefficient of Viscosity

According to Newton’s law of viscosity, the viscous force \(F\) is directly proportional to the area \(A\) of contact between the fluid layers.

\[ F\propto A \]

The viscous force is also directly proportional to the velocity gradient \(\frac{dv}{dy}\).

\[ F\propto\frac{dv}{dy} \]

Combining these proportionalities:

\[ F\propto A\frac{dv}{dy} \]

Introducing the proportionality constant \(\eta\), called the coefficient of viscosity:

\[ F=\eta A\frac{dv}{dy} \]

Therefore:

\[ \boxed{\eta=\frac{F}{A\left(\frac{dv}{dy}\right)}} \]

The viscous force per unit area is called shearing stress:

\[ \text{Shearing stress}=\frac{F}{A} \]

The rate of shear strain is equal to the velocity gradient:

\[ \text{Rate of shear strain}=\frac{dv}{dy} \]

Hence:

\[ \boxed{\eta= \frac{\text{Shearing stress}} {\text{Rate of shear strain}}} \]

For a Uniform Velocity Gradient

If the velocity changes uniformly from \(0\) to \(v\) over a distance \(y\), then:

\[ \frac{dv}{dy}=\frac{v}{y} \]

Substituting this into Newton’s law of viscosity:

\[ F=\eta A\frac{v}{y} \]

Rearranging:

\[ \boxed{\eta=\frac{Fy}{Av}} \]

Physical Meaning of Coefficient of Viscosity

If the area of contact is \(1\,m^2\) and the velocity gradient is \(1\,s^{-1}\), then:

\[ A=1\,m^2,\qquad \frac{dv}{dy}=1\,s^{-1} \]

From:

\[ F=\eta A\frac{dv}{dy} \]

We obtain:

\[ F=\eta \]

Therefore, the coefficient of viscosity is numerically equal to the tangential viscous force required to maintain a unit velocity gradient between two parallel fluid layers having unit area of contact.

SI Unit of Coefficient of Viscosity

From:

\[ \eta=\frac{Fy}{Av} \]

Therefore:

\[ [\eta]=\frac{N\times m}{m^2\times m\,s^{-1}} \]
\[ \boxed{[\eta]=N\,s\,m^{-2}} \]

Since \(1\,Pa=1\,N\,m^{-2}\):

\[ \boxed{\text{SI unit of }\eta=Pa\cdot s} \]

CGS Unit of Coefficient of Viscosity

The CGS unit of coefficient of viscosity is called poise, represented by \(P\).

\[ \boxed{1\,P=1\,dyne\,s\,cm^{-2}} \]

Conversion Between SI and CGS Units

The relation between the SI unit pascal-second and the CGS unit poise is:

\[ \boxed{1\,Pa\cdot s=10\,P} \]

Therefore:

\[ \boxed{1\,P=0.1\,Pa\cdot s} \]

Dimensional Formula of Coefficient of Viscosity

From:

\[ \eta=\frac{Fy}{Av} \]

The dimensional formula of force is:

\[ [F]=[MLT^{-2}] \]

Therefore:

\[ [\eta] = \frac{[MLT^{-2}][L]} {[L^2][LT^{-1}]} \]
\[ [\eta] = \frac{ML^2T^{-2}} {L^3T^{-1}} \]
\[ \boxed{[\eta]=[ML^{-1}T^{-1}]} \]

Thus, the coefficient of viscosity quantitatively measures the internal resistance offered by a fluid to the relative motion of its adjacent layers.

Variation of Viscosity with Temperature

The viscosity of a fluid changes with temperature. However, the effect of temperature on viscosity is different for liquids and gases.

1. Variation of Viscosity of Liquids with Temperature

For liquids, the viscosity decreases as temperature increases. When a liquid is heated, its molecules acquire greater kinetic energy and can move more freely. The intermolecular attraction between neighbouring molecules becomes less effective, so the resistance to relative motion between adjacent layers decreases. Therefore, the coefficient of viscosity of a liquid decreases with increase in temperature.

Thus,

\[ T \uparrow \quad \Rightarrow \quad \eta \downarrow \]

T ↑  →  Intermolecular attraction becomes less effective
     →  Molecules move more freely
     →  Internal friction decreases
     →  Viscosity decreases

Diagram: Viscosity of a Liquid vs Temperature

Temperature (T) → Coefficient of Viscosity (η) Liquid η decreases as T increases

The graph shows that the coefficient of viscosity of a liquid decreases with increase in temperature.

2. Variation of Viscosity of Gases with Temperature

For gases, the viscosity increases as temperature increases. When a gas is heated, its molecules move with greater average speed. This increases the transfer of momentum between neighbouring layers of the gas having different velocities. As a result, the internal friction between the layers increases and hence the coefficient of viscosity increases.

Thus,

\[ T \uparrow \quad \Rightarrow \quad \eta \uparrow \]

T ↑  →  Molecular speed increases
     →  Momentum transfer between layers increases
     →  Internal friction increases
     →  Viscosity increases

Diagram: Viscosity of a Gas vs Temperature

Temperature (T) → Coefficient of Viscosity (η) Gas η increases as T increases

The graph shows that the coefficient of viscosity of a gas increases with increase in temperature.

Why Does Viscosity Behave Differently in Liquids and Gases?

The main reason is the different mechanisms responsible for viscosity in liquids and gases. In liquids, viscosity is mainly associated with intermolecular cohesive forces. Increasing temperature weakens the effective influence of these forces and allows the molecules to move more freely. Hence, viscosity decreases.

In gases, viscosity is mainly due to the transfer of momentum between molecules moving between neighbouring layers. Increasing temperature increases the average molecular speed and therefore increases momentum transfer. Hence, viscosity increases.

Comparison of Liquids and Gases

PropertyLiquidsGases
Temperature increasesViscosity decreasesViscosity increases
Main reasonDecrease in effective intermolecular attractionIncrease in molecular speed and momentum transfer
Effect on internal frictionDecreasesIncreases

Practical Applications and Uses of Viscosity

Viscosity has many important applications in everyday life, engineering, industry and medicine. Some important applications of viscosity are given below.

1. Rain Drops and Terminal Velocity

Rain drops are very small in size but fall from great heights. Due to gravity, their velocity tends to increase continuously. However, as the velocity of a rain drop increases, the viscous force offered by air also increases and opposes its motion.

After some time, the viscous force becomes equal to the effective gravitational force acting on the drop. The resultant force then becomes zero, and the rain drop falls with a constant velocity called terminal velocity.

2. Lubricants and Reduction of Friction

Viscosity is important in the selection of lubricants used between moving parts of machines. A lubricant of suitable viscosity forms a thin layer between the surfaces and reduces direct contact between them.

Thus, viscous lubricants help to reduce friction, wear and heating of moving parts. The required viscosity depends on the type of machine and its operating conditions.

3. Glycerine and Water Come to Rest

Suppose glycerine and water are stirred vigorously and then left undisturbed. Glycerine comes to rest earlier than water because the viscosity of glycerine is much greater than that of water.

The greater the viscosity of a liquid, the greater is its resistance to the relative motion of its layers. Hence, glycerine loses its motion more quickly.

4. Separation of Sand and Gold Particles

Viscosity can be used in the separation of particles having different densities. When water flows over a mixture of sand and gold particles, the lighter sand particles are more easily carried away by the flowing water, whereas the denser gold particles are less easily carried away.

Therefore, the difference in the motion of particles through the flowing water can be used to separate gold particles from sand.

5. Damping of Sea Waves

Sea water consists of different layers that undergo relative motion when waves travel through it. Viscous forces between these layers oppose their relative motion.

As a result, some of the energy of the waves is dissipated, and the waves gradually become smaller or are damped as they travel through the water.

6. Viscosity of Blood in Medical Diagnosis

Blood has viscosity, and its flow through blood vessels is affected by this viscosity. Therefore, measurements related to the viscosity and flow properties of blood are useful in medical studies.

The sedimentation behaviour of blood cells and changes in blood viscosity can provide useful information in the diagnosis and study of certain diseases.

7. Streamlined Shape of Ships, Automobiles and Aeroplanes

The viscous force offered by water or air opposes the motion of ships, automobiles and aeroplanes. Therefore, these bodies are designed with shapes that reduce the resistance offered by the surrounding fluid.

Such a shape is called a streamlined shape. Streamlined shapes reduce fluid resistance and help the body move more easily through air or water.

8. V-Shaped Canals

Canals are often constructed with a V-shaped cross-section. Water flowing through a canal moves in layers, and the area of contact between neighbouring layers is smaller near the bottom and larger towards the top.

Therefore, the viscous resistance associated with the flow is reduced near the narrower bottom region, allowing greater flow towards the wider upper part of the canal.

Quick Revision

1. Rain drops → Viscous force of air produces terminal velocity.

2. Lubricants → Reduce friction between moving machine parts.

3. Glycerine → Comes to rest earlier than water because its viscosity is higher.

4. Gold and sand → Can be separated using their different behaviour in flowing water.

5. Sea waves → Viscous forces cause damping of waves.

6. Blood → Viscosity and sedimentation behaviour are useful in medical studies.

7. Ships, automobiles and aeroplanes → Streamlined shapes reduce fluid resistance.

8. Canals → V-shaped construction helps in efficient flow of water.

Stokes’ Law and Terminal Velocity

Stokes’ Law

Definition: Stokes’ law states that the viscous force acting on a small spherical body moving slowly through a viscous fluid is directly proportional to the coefficient of viscosity of the fluid, the radius of the sphere, and its velocity relative to the fluid.

Mathematically, the viscous force is

\[ F_v = 6\pi\eta r v \]

where \(F_v\) is the viscous force, \(\eta\) is the coefficient of viscosity of the fluid, \(r\) is the radius of the sphere, and \(v\) is the velocity of the sphere relative to the fluid.

Conditions for Stokes’ Law

Stokes’ law is applicable when a small spherical body moves slowly through a viscous fluid, so that the flow around the sphere is smooth or laminar and the Reynolds number is very small.

Terminal Velocity

When a small sphere falls through a viscous fluid, its velocity initially increases due to gravity. As its velocity increases, the upward viscous force also increases.

After some time, the downward effective gravitational force becomes equal to the upward viscous force. The resultant force on the sphere then becomes zero, and the sphere falls with a constant velocity called terminal velocity.

Mathematical Derivation of Terminal Velocity

Consider a small spherical body of radius \(r\) and density \(\rho_s\) falling through a liquid of density \(\rho_l\).

Let the terminal velocity of the sphere be \(v_t\).

Step 1: Weight of the Sphere

The volume of the sphere is

\[ V=\frac{4}{3}\pi r^3 \]

Therefore, the mass of the sphere is

\[ m=\rho_s V \]

Hence, the weight of the sphere is

\[ W=mg \]

\[ W=\frac{4}{3}\pi r^3\rho_s g \]

Step 2: Buoyant Force

The buoyant force acting upward on the sphere is equal to the weight of the liquid displaced by the sphere.

\[ F_B=\rho_l Vg \]

Therefore,

\[ F_B=\frac{4}{3}\pi r^3\rho_l g \]

Step 3: Viscous Force

According to Stokes’ law, the viscous force opposing the motion of the sphere is

\[ F_v=6\pi\eta r v \]

At terminal velocity \(v=v_t\), therefore

\[ F_v=6\pi\eta r v_t \]

Step 4: Condition at Terminal Velocity

At terminal velocity, the net force acting on the sphere is zero. Hence, the effective downward gravitational force is equal to the upward viscous force.

\[ W-F_B=F_v \]

Substituting the above expressions,

\[ \frac{4}{3}\pi r^3\rho_s g – \frac{4}{3}\pi r^3\rho_l g = 6\pi\eta r v_t \]

Step 5: Simplification

Taking the common terms on the left side,

\[ \frac{4}{3}\pi r^3g(\rho_s-\rho_l) = 6\pi\eta r v_t \]

Dividing both sides by \(6\pi\eta r\),

\[ v_t= \frac{2r^2g(\rho_s-\rho_l)} {9\eta} \]

Final Expression for Terminal Velocity

Therefore, the terminal velocity of a small spherical body falling through a viscous fluid is

\[ \boxed{ v_t= \frac{2r^2g(\rho_s-\rho_l)} {9\eta} } \]

where \(r\) is the radius of the sphere, \(g\) is the acceleration due to gravity, \(\rho_s\) is the density of the sphere, \(\rho_l\) is the density of the liquid, and \(\eta\) is the coefficient of viscosity of the liquid.

Important Conclusions

From the expression for terminal velocity,

\[ v_t\propto r^2 \]

Thus, the terminal velocity is proportional to the square of the radius of the sphere.

Also,

\[ v_t\propto(\rho_s-\rho_l) \]

Therefore, the terminal velocity increases with the difference between the density of the sphere and the density of the liquid.

Further,

\[ v_t\propto\frac{1}{\eta} \]

Hence, the terminal velocity decreases when the viscosity of the fluid increases.

Reynolds Number

Definition of Reynolds Number

Reynolds number is a dimensionless quantity that determines the nature of fluid flow and indicates whether the flow is predominantly laminar or turbulent.

It is defined as the ratio of inertial force to viscous force acting in a flowing fluid.

Mathematically,

\[ R_e=\frac{\text{Inertial force}}{\text{Viscous force}} \]

Explanation of Reynolds Number

When a fluid flows through a pipe, two types of effects are important. The inertial effect tends to maintain the motion of the fluid, while the viscous effect opposes the relative motion between neighbouring layers of the fluid.

At low velocities, viscous effects are dominant and the fluid flows smoothly in parallel layers. Such flow is called laminar flow.

When the velocity of the fluid increases sufficiently, inertial effects become more important. The smooth layered motion becomes unstable and the flow may become irregular. Such flow is called turbulent flow.

Reynolds number gives a measure of the relative importance of these two effects.

Critical Velocity

Critical velocity is the maximum velocity up to which the flow of a fluid through a pipe remains laminar. When the velocity exceeds this value, the flow tends to change from laminar flow to turbulent flow.

The critical velocity is represented by \(v_c\).

Mathematical Derivation of Reynolds Number

Consider a fluid of density \(\rho\), coefficient of viscosity \(\eta\), and velocity \(v\) flowing through a pipe of diameter \(d\).

Step 1: Inertial Force

Inertial force is related to the mass of the fluid and its acceleration.

\[ F_i=ma \]

The mass of fluid is proportional to

\[ m\propto\rho d^3 \]

The characteristic acceleration is proportional to

\[ a\propto\frac{v^2}{d} \]

Therefore,

\[ F_i\propto\rho d^3\frac{v^2}{d} \]

Hence,

\[ F_i\propto\rho d^2v^2 \]

Step 2: Viscous Force

The viscous force is given by

\[ F_v=\eta A\frac{dv}{dy} \]

For a characteristic length \(d\),

\[ A\propto d^2 \]

and

\[ \frac{dv}{dy}\propto\frac{v}{d} \]

Therefore,

\[ F_v\propto\eta d^2\frac{v}{d} \]

Hence,

\[ F_v\propto\eta dv \]

Step 3: Ratio of Inertial Force to Viscous Force

Reynolds number is defined as the ratio of inertial force to viscous force.

\[ R_e=\frac{F_i}{F_v} \]

Substituting the proportional expressions,

\[ R_e\propto \frac{\rho d^2v^2}{\eta dv} \]

Therefore,

\[ R_e\propto\frac{\rho vd}{\eta} \]

The proportionality constant is taken as unity in the definition of Reynolds number. Hence,

Formula for Reynolds Number

\[ \boxed{R_e=\frac{\rho vd}{\eta}} \]

where

\(\rho\) = density of the fluid

\(v\) = velocity of flow

\(d\) = diameter of the pipe

\(\eta\) = coefficient of viscosity of the fluid

Reynolds Number at Critical Velocity

At critical velocity \(v_c\), the Reynolds number is called the critical Reynolds number.

Therefore,

\[ R_{ec}=\frac{\rho v_c d}{\eta} \]

Hence, the critical velocity is

\[ \boxed{ v_c=\frac{R_{ec}\eta}{\rho d} } \]

Nature of Flow

For flow through a pipe, Reynolds number is used to identify the nature of flow.

\[ R_e \lesssim 2000 \quad\Rightarrow\quad \text{Laminar flow} \]

\[ R_e \gtrsim 3000 \quad\Rightarrow\quad \text{Turbulent flow} \]

For values between these limits, the flow is generally regarded as a transition region.

Important Point

Reynolds number has no unit and no dimensions because it is a ratio of two forces.

Poiseuille’s Formula

Definition of Poiseuille’s Formula

Poiseuille’s formula gives the volume of a liquid flowing per second through a narrow cylindrical tube under a pressure difference, when the flow is steady and laminar.

The volume flow rate is given by

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

where \(Q\) is the volume of liquid flowing per second, \(P\) is the pressure difference between the two ends of the tube, \(r\) is the radius of the tube, \(\eta\) is the coefficient of viscosity of the liquid, and \(l\) is the length of the tube.

Explanation

Consider a liquid flowing through a narrow cylindrical tube of radius \(r\) and length \(l\). Let the pressure difference between the two ends of the tube be \(P\).

Due to the pressure difference, the liquid flows through the tube. The layers of liquid near the wall move more slowly because of viscous resistance, while the layer along the central axis moves with maximum velocity.

Thus, the velocity of the liquid is not the same at all points across the tube. It is maximum at the centre and zero at the wall under the no-slip condition.

Conditions for Poiseuille’s Formula

Poiseuille’s formula is applicable when:

1. The tube is narrow and cylindrical.

2. The liquid is incompressible.

3. The flow is steady and laminar.

4. The liquid is Newtonian and its coefficient of viscosity remains constant.

5. The tube is sufficiently long so that the flow is fully developed.

Mathematical Derivation of Poiseuille’s Formula

Consider a liquid flowing through a cylindrical tube of radius \(R\) and length \(l\).

Let the pressure difference between the two ends of the tube be \(P\).

Consider a cylindrical layer of liquid of radius \(x\) and length \(l\), moving with velocity \(v\).

Step 1: Pressure Force

The pressure force acting on the cylindrical layer is

\[ F_P=P\pi x^2 \]

Step 2: Viscous Force

The surface area of the cylindrical layer in contact with the surrounding liquid is

\[ A=2\pi xl \]

The viscous force is

\[ F_v=\eta A\frac{dv}{dx} \]

Therefore,

\[ F_v=2\pi\eta xl\frac{dv}{dx} \]

Step 3: Equilibrium of the Liquid Layer

For steady flow, the pressure force is balanced by the viscous force.

\[ P\pi x^2 = -2\pi\eta xl\frac{dv}{dx} \]

The negative sign indicates that the viscous force opposes the direction of increase of velocity.

Cancelling \(\pi x\),

\[ Px=-2\eta l\frac{dv}{dx} \]

Therefore,

\[ dv=-\frac{P}{2\eta l}x\,dx \]

Step 4: Integrating

At the wall of the tube, \(x=R\) and \(v=0\). At a distance \(x\) from the axis, the velocity is \(v\).

Integrating,

\[ \int_v^0 dv = -\frac{P}{2\eta l} \int_x^R x\,dx \]

Therefore,

\[ -v = -\frac{P}{2\eta l} \left[ \frac{R^2-x^2}{2} \right] \]

Hence,

\[ v= \frac{P}{4\eta l}(R^2-x^2) \]

Step 5: Volume Flow Rate

Consider a thin cylindrical ring of radius \(x\) and thickness \(dx\).

Its cross-sectional area is

\[ dA=2\pi x\,dx \]

Therefore, the volume of liquid flowing per second through this ring is

\[ dQ=v\,dA \]

Substituting the values of \(v\) and \(dA\),

\[ dQ= \frac{P}{4\eta l}(R^2-x^2) (2\pi x\,dx) \]

Therefore,

\[ dQ= \frac{\pi P}{2\eta l} (R^2-x^2)x\,dx \]

Step 6: Total Volume Flow Rate

Integrating from the centre of the tube \((x=0)\) to the wall \((x=R)\),

\[ Q= \frac{\pi P}{2\eta l} \int_0^R (R^2-x^2)x\,dx \]

Expanding the integral,

\[ Q= \frac{\pi P}{2\eta l} \int_0^R (R^2x-x^3)\,dx \]

Therefore,

\[ Q= \frac{\pi P}{2\eta l} \left[ \frac{R^2x^2}{2} – \frac{x^4}{4} \right]_0^R \]

Substituting the limits,

\[ Q= \frac{\pi P}{2\eta l} \left( \frac{R^4}{2} – \frac{R^4}{4} \right) \]

Hence,

\[ Q= \frac{\pi P}{2\eta l} \frac{R^4}{4} \]

Poiseuille’s Formula

Therefore, the volume of liquid flowing per second through the tube is

\[ \boxed{ Q=\frac{\pi P R^4}{8\eta l} } \]

If the pressure difference is written as \(\Delta P\), the formula becomes

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

Important Results from Poiseuille’s Formula

From

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

we obtain

\[ Q\propto\Delta P \]

Thus, the volume flow rate is directly proportional to the pressure difference.

Also,

\[ Q\propto R^4 \]

Therefore, the flow rate is extremely sensitive to the radius of the tube.

Further,

\[ Q\propto\frac{1}{\eta} \]

Hence, the flow rate decreases when the viscosity of the liquid increases.

Finally,

\[ Q\propto\frac{1}{l} \]

Therefore, the flow rate decreases as the length of the tube increases.

Arrangement of Capillary Tubes in Series and in Parallel

Capillary tubes can be connected in series or in parallel. The flow of liquid through such arrangements can be studied using Poiseuille’s formula.

For a capillary tube of length \(l\), radius \(r\), and coefficient of viscosity \(\eta\), Poiseuille’s formula gives

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

Therefore,

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

The quantity

\[ R=\frac{\Delta P}{Q} \]

is called the hydraulic resistance of the capillary tube.

Hence,

\[ \boxed{ R=\frac{8\eta l}{\pi r^4} } \]

1. Capillary Tubes in Series

When two or more capillary tubes are connected end-to-end so that the same liquid flows successively through each tube, they are said to be connected in series.

Diagram: Capillary Tubes in Series

Flow of liquid r₁, l₁ r₂, l₂ r₃, l₃ Capillary tubes connected in series

In a series arrangement, the same volume flow rate \(Q\) passes through every capillary tube.

Let the pressure differences across the three capillary tubes be \(\Delta P_1\), \(\Delta P_2\), and \(\Delta P_3\).

Derivation for Series Arrangement

The total pressure difference is

\[ \Delta P=\Delta P_1+\Delta P_2+\Delta P_3 \]

Since

\[ R=\frac{\Delta P}{Q} \]

for the first tube,

\[ \Delta P_1=QR_1 \]

for the second tube,

\[ \Delta P_2=QR_2 \]

and for the third tube,

\[ \Delta P_3=QR_3 \]

Therefore,

\[ \Delta P=Q(R_1+R_2+R_3) \]

If \(R_s\) is the equivalent hydraulic resistance of the series arrangement,

\[ \Delta P=QR_s \]

Comparing the two expressions,

\[ QR_s=Q(R_1+R_2+R_3) \]

Hence,

\[ \boxed{ R_s=R_1+R_2+R_3 } \]

Equivalent Resistance in Terms of Radius and Length

For each capillary tube,

\[ R_1=\frac{8\eta l_1}{\pi r_1^4} \]

\[ R_2=\frac{8\eta l_2}{\pi r_2^4} \]

\[ R_3=\frac{8\eta l_3}{\pi r_3^4} \]

Therefore,

\[ \boxed{ R_s= \frac{8\eta}{\pi} \left( \frac{l_1}{r_1^4} + \frac{l_2}{r_2^4} + \frac{l_3}{r_3^4} \right) } \]

2. Capillary Tubes in Parallel

When the ends of two or more capillary tubes are connected to the same two points, the tubes are said to be connected in parallel.

Diagram: Capillary Tubes in Parallel

Flow r₁, l₁ r₂, l₂ r₃, l₃A B Capillary tubes connected in parallel

In a parallel arrangement, the pressure difference across every capillary tube is the same.

Let the volume flow rates through the three capillary tubes be \(Q_1\), \(Q_2\), and \(Q_3\).

Derivation for Parallel Arrangement

The total flow rate is the sum of the flow rates through the individual tubes.

\[ Q=Q_1+Q_2+Q_3 \]

Since the pressure difference across each tube is the same,

\[ Q_1=\frac{\Delta P}{R_1} \]

\[ Q_2=\frac{\Delta P}{R_2} \]

\[ Q_3=\frac{\Delta P}{R_3} \]

Therefore,

\[ Q= \frac{\Delta P}{R_1} + \frac{\Delta P}{R_2} + \frac{\Delta P}{R_3} \]

If \(R_p\) is the equivalent hydraulic resistance of the parallel arrangement,

\[ Q=\frac{\Delta P}{R_p} \]

Therefore,

\[ \frac{\Delta P}{R_p} = \frac{\Delta P}{R_1} + \frac{\Delta P}{R_2} + \frac{\Delta P}{R_3} \]

Cancelling \(\Delta P\),

\[ \boxed{ \frac{1}{R_p} = \frac{1}{R_1} + \frac{1}{R_2} + \frac{1}{R_3} } \]

Equivalent Resistance in Terms of Radius and Length

Since

\[ R=\frac{8\eta l}{\pi r^4} \]

we have

\[ \frac{1}{R} = \frac{\pi r^4}{8\eta l} \]

Therefore, for three capillary tubes in parallel,

\[ \boxed{ \frac{1}{R_p} = \frac{\pi}{8\eta} \left( \frac{r_1^4}{l_1} + \frac{r_2^4}{l_2} + \frac{r_3^4}{l_3} \right) } \]

Special Case: Identical Capillary Tubes

If \(n\) identical capillary tubes, each having resistance \(R\), are connected in series, then

\[ \boxed{R_s=nR} \]

If \(n\) identical capillary tubes are connected in parallel, then

\[ \boxed{R_p=\frac{R}{n}} \]

Comparison of Series and Parallel Arrangements

ArrangementFlow RatePressure DifferenceEquivalent Resistance
SeriesSame through every tubeAdds up \(R_s=R_1+R_2+R_3\)
ParallelDivides among tubesSame across every tube \(\frac{1}{R_p}=\frac{1}{R_1}+\frac{1}{R_2}+\frac{1}{R_3}\)

Important Results

For capillary tubes in series, the same flow rate passes through every tube and the hydraulic resistances are added.

For capillary tubes in parallel, the pressure difference across every tube is the same and the total flow rate is the sum of the individual flow rates.

The hydraulic resistance of a capillary tube is

\[ \boxed{ R=\frac{8\eta l}{\pi r^4} } \]

Hence, a small change in the radius of a capillary tube produces a large change in its resistance because

\[ R\propto\frac{1}{r^4} \]

Surface Tension

Introduction

The surface of a liquid behaves differently from the interior of the liquid. A liquid surface tends to contract and occupy the minimum possible area. This property is responsible for several familiar phenomena, such as the formation of nearly spherical water drops, the floating of a small needle on the surface of water, and the movement of some insects on the water surface.

The behaviour of the liquid surface is explained in terms of the intermolecular forces acting between the molecules of the liquid. This property of the liquid surface is known as surface tension.

Definition of Surface Tension

Definition 1: Surface tension is the tangential force acting per unit length on either side of an imaginary line drawn on the free surface of a liquid, the force being perpendicular to the line and acting in the plane of the liquid surface.

Mathematically,

\[ \boxed{T=\frac{F}{l}} \]

where \(T\) is the surface tension, \(F\) is the force acting tangentially to the liquid surface, and \(l\) is the length of the line on which the force acts.

Definition 2: Surface tension is the property of a liquid surface by virtue of which it tends to contract to occupy the minimum possible surface area.

Explanation of Surface Tension

To understand surface tension, we need to consider the intermolecular forces acting on the molecules inside a liquid and on the molecules near its surface.

Molecular Range

The intermolecular forces between liquid molecules are effective only up to a certain small distance. This distance is called the molecular range.

In other words, molecular range is the maximum distance up to which a molecule can exert an appreciable attractive force on another molecule.

The molecular range is very small compared with the ordinary dimensions of a liquid.

Sphere of Influence

Consider a molecule \(A\) inside a liquid. Since intermolecular forces are effective only within the molecular range, the molecule \(A\) experiences appreciable forces only from molecules lying within a sphere of radius equal to the molecular range.

This imaginary sphere is called the sphere of influence of the molecule.

A Molecular range Sphere of influence

Surface Film

Consider a molecule deep inside a liquid. It is surrounded by other molecules in all directions within its sphere of influence. Therefore, the attractive forces acting on it are approximately balanced in all directions.

A molecule near the free surface, however, has fewer neighbouring molecules above it because there are no liquid molecules in the air above the surface. Hence, the attractive forces acting on the surface molecule are not balanced.

The thin region of liquid near the free surface in which the molecules experience this unbalanced intermolecular attraction is called the surface film.

Air Surface film Liquid A B Unbalanced cohesive force

Thus, molecules inside the liquid experience nearly balanced intermolecular forces, whereas molecules in the surface film experience a net inward attractive force.

Intermolecular Forces of Interaction

The molecules of a liquid interact with one another through intermolecular forces. Two important types of intermolecular forces are adhesive forces and cohesive forces.

1. Adhesive Forces

Adhesive forces are the attractive forces between molecules of different substances.

For example, the attractive force between water molecules and glass molecules is an adhesive force.

Adhesive forces are responsible for the tendency of a liquid to stick to the surface of another substance.

2. Cohesive Forces

Cohesive forces are the attractive forces between molecules of the same substance.

For example, the attractive forces between water molecules themselves are cohesive forces.

Cohesive forces are responsible for holding the molecules of a liquid together.

Illustration of Adhesive and Cohesive Forces

Cohesive force Adhesive force Liquid Glass

Origin of Surface Tension

The molecules in the surface film experience a net inward cohesive force because they are attracted by molecules inside the liquid and have fewer neighbouring molecules on the outer side.

Therefore, the surface film tends to contract and reduce its area. This tendency of the liquid surface to occupy the minimum possible area gives rise to the phenomenon of surface tension.

Surface tension can therefore be understood as a manifestation of intermolecular cohesive forces acting on the molecules in the surface film.

Formula for Surface Tension

Surface tension is defined as the force acting per unit length on the liquid surface.

Therefore,

\[ \boxed{T=\frac{F}{l}} \]

Hence, the force acting on a length \(l\) of the liquid surface is

\[ \boxed{F=Tl} \]

SI Unit of Surface Tension

From

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

The SI unit of force is newton (N) and the SI unit of length is metre (m).

Therefore, the SI unit of surface tension is

\[ \boxed{\text{N m}^{-1}} \]

It is also written as

\[ \boxed{\text{N/m}} \]

CGS Unit of Surface Tension

In the CGS system, force is measured in dyne and length in centimetre.

Therefore, the CGS unit of surface tension is

\[ \boxed{\text{dyne cm}^{-1}} \]

Conversion of Units

We know that

\[ 1\,\text{N}=10^5\,\text{dyne} \]

and

\[ 1\,\text{m}=100\,\text{cm} \]

Therefore,

\[ 1\,\text{N m}^{-1} = \frac{10^5\,\text{dyne}}{100\,\text{cm}} \]

Hence,

\[ \boxed{ 1\,\text{N m}^{-1} = 10^3\,\text{dyne cm}^{-1} } \]

Therefore,

\[ \boxed{ 1\,\text{dyne cm}^{-1} = 10^{-3}\,\text{N m}^{-1} } \]

Dimensional Formula of Surface Tension

Surface tension is given by

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

The dimensional formula of force is

\[ [F]=[MLT^{-2}] \]

The dimensional formula of length is

\[ [l]=[L] \]

Therefore,

\[ [T] = \frac{[MLT^{-2}]}{[L]} \]

Hence,

\[ \boxed{ [T]=[MT^{-2}] } \]

Physical Characteristics of Surface Tension

1. Surface tension is a property of liquids. It arises because of intermolecular forces acting on molecules in the surface film.

2. Surface tension acts tangentially. The force associated with surface tension acts along the surface of the liquid.

3. Surface tension tends to minimise surface area. A liquid surface tends to contract and occupy the minimum possible area.

4. Surface tension is a scalar quantity. It is completely specified by its magnitude and does not have a fixed direction like a vector quantity.

5. Surface tension depends on the nature of the liquid. Different liquids have different values of surface tension because their intermolecular forces are different.

6. Surface tension generally decreases with increase in temperature. As temperature increases, molecular motion increases and the effective cohesive forces at the surface decrease.

7. Surface tension is affected by impurities. Dissolved substances can either increase or decrease the surface tension depending on the nature and concentration of the impurity.

8. Surface tension has the same dimensions as force per unit length. Its dimensional formula is

\[ \boxed{[MT^{-2}]} \]

and its SI unit is

\[ \boxed{\text{N m}^{-1}} \]

Important Formula and Units at a Glance

\[ \boxed{T=\frac{F}{l}} \]

SI unit: \(\text{N m}^{-1}\)

CGS unit: \(\text{dyne cm}^{-1}\)

Conversion: \[ \boxed{1\,\text{N m}^{-1}=10^3\,\text{dyne cm}^{-1}} \]

Dimensional formula: \[ \boxed{[MT^{-2}]} \]

Surface Energy

Definition of Surface Energy

Surface energy is the excess energy possessed by the molecules present at the surface of a liquid due to the unbalanced intermolecular forces acting on them.

Alternatively, surface energy can be defined as the work done in increasing the surface area of a liquid by one unit area, provided the temperature remains constant.

Formula for Surface Energy

If \(W\) is the work done in increasing the surface area by \(\Delta A\), then the surface energy per unit area is

\[ \boxed{E_s=\frac{W}{\Delta A}} \]

Therefore, the total surface energy associated with an increase in surface area \(\Delta A\) is

\[ \boxed{W=E_s\Delta A} \]

Since the work required to increase the surface area of a liquid is related to surface tension,

\[ \boxed{E_s=T} \]

Thus, surface energy per unit area is numerically equal to surface tension for a liquid surface.

Relation Between Surface Energy and Surface Tension

Consider a liquid surface whose area is increased by \(\Delta A\). If \(T\) is the surface tension, the work done in increasing the surface area is

\[ W=T\Delta A \]

Therefore,

\[ \frac{W}{\Delta A}=T \]

But surface energy per unit area is

\[ E_s=\frac{W}{\Delta A} \]

Hence,

\[ \boxed{E_s=T} \]

Explanation of Surface Energy

Molecules inside a liquid are surrounded by neighbouring molecules in all directions, so the intermolecular attractive forces acting on them are approximately balanced.

Molecules at the free surface, however, have fewer neighbouring molecules on the outer side. Therefore, they experience a net inward cohesive force and possess greater potential energy than molecules inside the liquid.

This excess energy associated with the surface molecules is called surface energy.

If the surface area of the liquid is increased, more molecules have to be brought to the surface. Work must therefore be done against the cohesive forces. This work is stored as additional surface energy.

Hence, a liquid surface naturally tends to reduce its area because a smaller surface area corresponds to lower surface energy.

Diagram: Increase in Surface Area and Surface Energy

Initial area \(A\) Final area \(A+\Delta A\) Work done Increase in surface area → Increase in surface energy

The diagram represents an increase in the surface area of a liquid. Work must be done against surface tension, and this work is stored as additional surface energy.

SI Unit of Surface Energy

Surface energy is energy or work done per unit area. Therefore, its SI unit is

\[ \boxed{\text{J m}^{-2}} \]

Since

\[ 1\,\text{J}=1\,\text{N m} \]

we can write

\[ 1\,\text{J m}^{-2}=1\,\text{N m}^{-1} \]

Therefore, the SI unit of surface energy per unit area is also

\[ \boxed{\text{N m}^{-1}} \]

CGS Unit

In the CGS system, the unit of surface energy per unit area is

\[ \boxed{\text{erg cm}^{-2}} \]

It is equivalent to

\[ \boxed{\text{dyne cm}^{-1}} \]

Conversion of Units

Since

\[ 1\,\text{N m}^{-1} = 10^3\,\text{dyne cm}^{-1} \]

and

\[ 1\,\text{J m}^{-2} = 1\,\text{N m}^{-1} \]

therefore,

\[ \boxed{ 1\,\text{J m}^{-2} = 10^3\,\text{erg cm}^{-2} } \]

Dimensional Formula of Surface Energy per Unit Area

Surface energy per unit area is

\[ E_s=\frac{W}{A} \]

The dimensional formula of work is

\[ [W]=[ML^2T^{-2}] \]

The dimensional formula of area is

\[ [A]=[L^2] \]

Therefore,

\[ [E_s] = \frac{[ML^2T^{-2}]}{[L^2]} \]

Hence,

\[ \boxed{[E_s]=[MT^{-2}]} \]

Applications of Surface Energy

1. Formation of Spherical Drops: A liquid tends to minimise its surface area because a smaller surface area corresponds to lower surface energy. This is why small liquid drops tend to become spherical.

2. Formation of Bubbles: Surface energy is involved in creating the additional surface area of a soap bubble. Work must be done to increase the surface area of the bubble.

3. Spraying of Liquids: When a liquid is broken into very small droplets, its total surface area increases. Work is required to create this additional surface area.

4. Formation of Foam: Foam contains a large total surface area of liquid films. Energy is required to create and maintain these surfaces.

5. Wetting and Spreading: Surface energy plays an important role when a liquid spreads over a solid surface. The balance between adhesive and cohesive forces determines the extent of spreading.

6. Cleaning Action of Detergents: Detergents reduce the surface tension of water, making it easier for water to spread over surfaces and penetrate small spaces.

Important Point

Surface tension and surface energy per unit area are numerically equal and have the same dimensions and SI units:

\[ \boxed{ T=E_s } \]

Thus,

\[ \boxed{ \text{Surface tension}=\text{Surface energy per unit area} } \]

Shape of Drops

The shape of a liquid drop depends mainly on the competition between two forces: gravitational force and surface tension.

Effect of Gravitational Force and Surface Tension

The gravitational force acts vertically downward on a liquid drop due to its weight. It tends to pull the liquid downward and deform the drop.

Surface tension, on the other hand, acts along the free surface of the liquid and always tends to reduce the surface area. For a given volume of liquid, the sphere has the minimum possible surface area. Therefore, surface tension tends to make a free liquid drop spherical.

For a very small liquid drop, the effect of surface tension is much greater than the effect of gravity. Hence, a small free liquid drop tends to acquire a nearly spherical shape.

As the size of the drop increases, its weight and hence the gravitational effect become more important. Gravity then tends to deform the drop from its spherical shape.

Thus, the shape of a liquid drop is determined by the relative effects of surface tension and gravitational force. Surface tension tends to make the drop spherical, whereas gravity tends to deform it.

Liquid Drop on a Plane Solid Surface

Consider a small quantity of liquid placed on a plane solid surface. At the point of contact of the solid, liquid and air, three surface tensions act:

  • \(T_{SA}\) = surface tension between solid and air
  • \(T_{SL}\) = surface tension between solid and liquid
  • \(T_{LA}\) = surface tension between liquid and air

Let \(\theta\) be the angle of contact between the liquid surface and the solid surface.

For equilibrium at the point of contact, the horizontal components of the surface tensions must balance. Therefore,

\[ T_{SA}=T_{SL}+T_{LA}\cos\theta \]

Hence,

\[ \boxed{\cos\theta=\frac{T_{SA}-T_{SL}}{T_{LA}}} \]

The shape of the liquid and the angle of contact depend on the relative values of these surface tensions. The following three cases arise.

Case 1: \(T_{SA} > T_{SL}\)

When the surface tension between the solid and air is greater than the surface tension between the solid and liquid,

\[ T_{SA}>T_{SL} \]

From

\[ \cos\theta=\frac{T_{SA}-T_{SL}}{T_{LA}} \]

we have

\[ \cos\theta>0 \]

Therefore, the angle of contact is acute:

\[ \boxed{0^\circ<\theta<90^\circ} \]

This condition is fulfilled when the molecules of the liquid are strongly attracted towards the molecules of the solid surface. Therefore, the liquid tends to spread over the solid surface and wets it.

Examples: Water on glass and kerosene oil on glass.

Liquid Solid θ θ < 90°

Case 2: \(T_{SA} < T_{SL}\)

When the surface tension between the solid and air is less than the surface tension between the solid and liquid,

\[ T_{SA}

we have

\[ \cos\theta<0 \]

Therefore, the angle of contact is obtuse:

\[ \boxed{90^\circ<\theta<180^\circ} \]

This condition is fulfilled when the molecules of the liquid are strongly attracted to one another and relatively weakly attracted to the molecules of the solid surface.

As a result, the liquid does not spread over the solid surface. Instead, the small quantity of liquid tends to form a rounded drop with an obtuse angle of contact.

Examples: Mercury on a glass surface and water on a lotus leaf.

Liquid Solid θ θ > 90°

Case 3: \(T_{SL}+T_{LA}\cos\theta > T_{SA}\)

In this case, the surface tensions do not produce equilibrium at the point of contact. The condition is

\[ \boxed{T_{SL}+T_{LA}\cos\theta>T_{SA}} \]

Therefore, the molecules of the liquid at the interface experience a net force and are not in equilibrium.

As a result, the liquid spreads over the solid surface. The spreading continues until the conditions at the interface change so that equilibrium is established.

Examples: Water on a clean glass plate and kerosene oil on practically any surface.

Summary of the Three Cases

ConditionAngle of ContactNature of LiquidExample
\(T_{SA}>T_{SL}\) \(0^\circ<\theta<90^\circ\) Acute angle; liquid wets the surface Water on glass
\(T_{SA}<T_{SL}\) \(90^\circ<\theta<180^\circ\) Obtuse angle; liquid does not wet the surface Mercury on glass
\(T_{SL}+T_{LA}\cos\theta>T_{SA}\) Interface not in equilibrium Liquid spreads over the surface Water on clean glass

Key Points to Remember

  • Surface tension tends to make a free liquid drop spherical.
  • Gravitational force tends to deform a liquid drop.
  • The shape of a small drop is mainly controlled by surface tension.
  • At a solid-liquid-air interface, three surface tensions \(T_{SA}\), \(T_{SL}\), and \(T_{LA}\) are considered.
  • The angle of contact is determined by the relative values of these surface tensions.
  • For \(T_{SA}>T_{SL}\), the angle of contact is acute.
  • For \(T_{SA}
  • If the surface tensions do not balance, the liquid spreads over the solid surface.

Angle of Contact

When a liquid is placed on a solid surface, the liquid surface near the point of contact with the solid becomes curved. The angle made by the tangent to the liquid surface with the solid surface at the point of contact is called the angle of contact.

Definition of Angle of Contact

The angle of contact is defined as the angle between the tangent drawn to the liquid surface at the point of contact and the solid surface, measured inside the liquid.

It is represented by the symbol \(\theta\).

θ Liquid Solid surface Tangent Point of contact

Explanation of Angle of Contact

At the point where a solid, liquid and gas meet, intermolecular forces act between the molecules of the three substances. These forces determine the shape of the liquid surface near the solid and hence determine the angle of contact.

The angle of contact depends mainly on the nature of the liquid, the nature of the solid surface and the surrounding medium.

If the liquid is strongly attracted towards the solid surface, the liquid tends to spread over the solid. The liquid surface near the solid becomes less curved and the angle of contact is small.

If the attraction between the liquid molecules is stronger than the attraction between the liquid and solid, the liquid tends to remain together and forms a more curved surface. The angle of contact is then large.

Thus, the angle of contact provides an indication of whether a liquid will wet or not wet a solid surface.

Three Important Cases of Angle of Contact

Depending on the relative strengths of adhesive and cohesive forces, the angle of contact can have different values.

Case 1: Acute Angle of Contact

When the adhesive force between the liquid and the solid is greater than the cohesive force between the liquid molecules, the liquid tends to spread over the solid surface.

In this case, the angle of contact is less than \(90^\circ\):

\[ \boxed{0^\circ<\theta<90^\circ} \]

Such a liquid wets the solid surface.

Example: Water on a clean glass surface.

θ Liquid Solid θ < 90°

Case 2: Obtuse Angle of Contact

When the cohesive force between the liquid molecules is greater than the adhesive force between the liquid and the solid, the liquid does not spread over the solid surface.

In this case, the angle of contact is greater than \(90^\circ\):

\[ \boxed{90^\circ<\theta<180^\circ} \]

Such a liquid does not wet the solid surface.

Example: Mercury on a glass surface.

θ Liquid Solid θ > 90°

Case 3: Zero Angle of Contact

In some cases, the liquid spreads completely over the solid surface. The liquid surface becomes practically tangent to the solid surface at the point of contact.

The angle of contact is then:

\[ \boxed{\theta=0^\circ} \]

This represents complete wetting of the solid surface by the liquid.

A very small angle of contact also indicates that the liquid has a strong tendency to spread over the surface.

θ = 0° Liquid spreads over surface Solid surface

Young’s Equation for Angle of Contact

At the point of contact of the solid, liquid and air, three surface tensions act. Let:

  • \(T_{SA}\) = surface tension between solid and air
  • \(T_{SL}\) = surface tension between solid and liquid
  • \(T_{LA}\) = surface tension between liquid and air
  • \(\theta\) = angle of contact

For equilibrium of the liquid surface at the point of contact, the horizontal components of the surface tensions balance each other.

Therefore,

\[ T_{SA}=T_{SL}+T_{LA}\cos\theta \]

This is called Young’s equation.

Rearranging the equation,

\[ \boxed{\cos\theta=\frac{T_{SA}-T_{SL}}{T_{LA}}} \]

Thus, the angle of contact depends on the relative values of the three surface tensions at the solid-liquid-air interface.

Wetting and Non-Wetting Liquids

A liquid is said to wet a solid when it spreads over the solid surface. Generally, a wetting liquid has a small angle of contact, usually less than \(90^\circ\).

A liquid is said to be non-wetting when it does not spread over the solid surface and forms a rounded drop. Its angle of contact is generally greater than \(90^\circ\).

Nature Angle of Contact Behaviour Example
Wetting liquid \(\theta<90^\circ\) Spreads over the surface Water on clean glass
Non-wetting liquid \(\theta>90^\circ\) Forms a rounded drop Mercury on glass

Factors Affecting Angle of Contact

  • Nature of the liquid: Different liquids have different intermolecular forces.
  • Nature of the solid surface: Different solids attract the liquid with different strengths.
  • Nature of the surrounding medium: The angle of contact can change when the surrounding medium is changed.
  • Impurities: Dissolved substances or impurities may alter the surface properties and hence change the angle of contact.
  • Temperature: Changes in temperature can alter surface tension and may therefore affect the angle of contact.

Important Examples

Water and glass: Water forms a concave surface in a glass tube and has a small angle of contact with clean glass. Hence, water wets clean glass.

Mercury and glass: Mercury forms a convex surface in a glass tube and has an obtuse angle of contact. Hence, mercury does not wet glass.

Water and lotus leaf: Water forms nearly spherical drops on a lotus leaf because the surface is non-wetting for water.

Key Points to Remember

  • Angle of contact is represented by \(\theta\).
  • It is measured between the tangent to the liquid surface and the solid surface, through the liquid.
  • For a wetting liquid, \(\theta<90^\circ\).
  • For a non-wetting liquid, \(\theta>90^\circ\).
  • For complete wetting, \(\theta=0^\circ\).
  • The angle of contact depends on the nature of the liquid, solid and surrounding medium.
  • Young’s equation is \[ \boxed{T_{SA}=T_{SL}+T_{LA}\cos\theta} \]
  • Therefore, \[ \boxed{\cos\theta=\frac{T_{SA}-T_{SL}}{T_{LA}}} \]

Shape of Liquid Meniscus

The meniscus is the curved free surface of a liquid near the walls of a container or a narrow tube. The shape of the meniscus depends mainly on the relative strengths of the adhesive forces between the liquid and the container and the cohesive forces between the molecules of the liquid.

What is a Meniscus?

When a liquid is placed in a container, its free surface is generally horizontal in the middle. However, near the walls of the container, the surface may become curved due to the interaction between the liquid molecules and the molecules of the solid wall.

This curved portion of the liquid surface near the wall is called the meniscus.

Depending on the relative strengths of adhesive and cohesive forces, the meniscus may be concave or convex.

Why Does a Meniscus Form?

Two types of intermolecular forces are important in determining the shape of a liquid surface near a solid wall.

Adhesive force is the attractive force between molecules of different substances, such as the attraction between water molecules and glass molecules.

Cohesive force is the attractive force between molecules of the same substance, such as the attraction between water molecules themselves.

When a liquid is in contact with a solid surface, these two forces compete with each other. The stronger force determines whether the liquid surface rises or falls near the wall and whether the meniscus is concave or convex.

Concave Meniscus

When the adhesive force between the liquid and the solid is greater than the cohesive force between the liquid molecules, the liquid molecules are attracted strongly towards the walls of the container.

As a result, the liquid rises slightly along the walls and the free surface becomes curved downward towards the centre. Such a surface is called a concave meniscus.

For a concave meniscus, the angle of contact is less than \(90^\circ\):

\[ \boxed{\theta<90^\circ} \]

A concave meniscus is formed when the liquid wets the solid surface.

Example: Water in a clean glass container or a glass capillary tube.

Liquid Concave meniscus Water in glass Strong adhesion

Why Does Water Form a Concave Meniscus in Glass?

In the case of water and clean glass, the adhesive force between water molecules and glass molecules is greater than the cohesive force between water molecules.

Therefore, water molecules near the glass wall are attracted towards the wall. The liquid climbs slightly along the wall, while the central portion remains at a lower level.

Consequently, the free surface becomes curved downward at the centre and forms a concave meniscus.

Convex Meniscus

When the cohesive force between the liquid molecules is greater than the adhesive force between the liquid and the solid, the liquid molecules tend to remain together rather than spread along the wall.

As a result, the liquid surface near the wall is depressed and the central portion of the liquid surface is higher. The free surface therefore becomes curved upward at the centre. Such a surface is called a convex meniscus.

For a convex meniscus, the angle of contact is greater than \(90^\circ\):

\[ \boxed{\theta>90^\circ} \]

A convex meniscus is formed when the liquid does not wet the solid surface.

Example: Mercury in a glass container or a glass capillary tube.

Liquid Convex meniscus Mercury in glass Strong cohesion

Why Does Mercury Form a Convex Meniscus in Glass?

In the case of mercury and glass, the cohesive force between mercury molecules is greater than the adhesive force between mercury and glass.

Therefore, mercury molecules tend to remain together rather than being attracted strongly towards the glass wall. The mercury surface is depressed near the walls and rises towards the centre.

Consequently, the free surface becomes curved upward at the centre and forms a convex meniscus.

Concave and Convex Meniscus

Property Concave Meniscus Convex Meniscus
Dominant force Adhesive force Cohesive force
Relative forces Adhesion > Cohesion Cohesion > Adhesion
Angle of contact \(\theta<90^\circ\) \(\theta>90^\circ\)
Wetting Liquid wets the surface Liquid does not wet the surface
Surface near wall Rises near the wall Falls near the wall
Example Water in glass Mercury in glass

Meniscus and Angle of Contact

The shape of the meniscus is directly related to the angle of contact between the liquid and the solid surface.

When the angle of contact is less than \(90^\circ\), the liquid wets the solid and generally forms a concave meniscus.

\[ \boxed{\theta<90^\circ\quad\Rightarrow\quad\text{Concave meniscus}} \]

When the angle of contact is greater than \(90^\circ\), the liquid does not wet the solid and generally forms a convex meniscus.

\[ \boxed{\theta>90^\circ\quad\Rightarrow\quad\text{Convex meniscus}} \]

Meniscus in a Capillary Tube

The shape of the meniscus in a narrow capillary tube is especially important because it determines whether the liquid rises or falls in the tube.

For water in a glass capillary tube, the meniscus is concave and the liquid rises in the tube.

For mercury in a glass capillary tube, the meniscus is convex and the liquid level is depressed in the tube.

Water Concave meniscus — liquid rises Mercury Convex meniscus — liquid is depressed

Key Points to Remember

  • A meniscus is the curved free surface of a liquid near the wall of a container.
  • The shape of a meniscus depends mainly on the relative strengths of adhesive and cohesive forces.
  • If adhesion is greater than cohesion, the liquid forms a concave meniscus.
  • If cohesion is greater than adhesion, the liquid forms a convex meniscus.
  • Water in a clean glass tube forms a concave meniscus.
  • Mercury in a glass tube forms a convex meniscus.
  • A concave meniscus is generally associated with \[ \boxed{\theta<90^\circ} \]
  • A convex meniscus is generally associated with \[ \boxed{\theta>90^\circ} \]
  • The shape of the meniscus determines whether the liquid undergoes capillary rise or capillary depression.

Capillary Rise

Capillary rise is the phenomenon in which a liquid rises in a narrow tube called a capillary tube above the level of the liquid in the surrounding vessel.

It occurs mainly due to surface tension and the interaction between the liquid and the wall of the capillary tube.

What is Capillary Rise?

When a narrow tube is dipped into a liquid that wets the material of the tube, the liquid rises inside the tube to a certain height above the free surface of the liquid in the vessel. This phenomenon is called capillary rise.

Water rises in a glass capillary tube because water wets glass. The meniscus formed by water is concave, and the surface tension acting along the meniscus produces an upward component of force.

The liquid rises until the upward force due to surface tension is balanced by the weight of the liquid column raised in the capillary tube.

Diagram of Capillary Rise

h Upward component Capillary rise of liquid Liquid reservoir Concave meniscus

Cause of Capillary Rise

Capillary rise occurs because of the combined effect of adhesive force, cohesive force and surface tension.

When the adhesive force between the liquid and the capillary wall is sufficiently strong, the liquid wets the wall and forms a concave meniscus.

Surface tension acts tangentially along the curved liquid surface. Its vertical component acts upward and pulls the liquid upward inside the capillary tube.

As the liquid rises, the weight of the liquid column increases. The rise stops when the upward component of surface tension becomes equal to the weight of the liquid column.

Derivation of Capillary Rise

Consider a capillary tube of radius \(r\) dipped vertically into a liquid of density \(\rho\). Let the liquid rise through a height \(h\) in the capillary tube and let the angle of contact be \(\theta\).

Let \(T\) be the surface tension of the liquid.

The circumference of the capillary tube is

\[ \boxed{2\pi r} \]

Surface tension acts along this circumference. Therefore, the total surface-tension force is

\[ F=2\pi rT \]

Only the vertical component of this force contributes to raising the liquid. The vertical component is

\[ F_{\text{up}}=2\pi rT\cos\theta \]

Now consider the liquid column of height \(h\).

The volume of the liquid column is

\[ V=\pi r^2h \]

Therefore, its mass is

\[ m=\rho V \]

Hence,

\[ m=\rho\pi r^2h \]

The weight of the liquid column is

\[ W=mg \]

Therefore,

\[ W=\rho\pi r^2hg \]

At equilibrium, the upward force due to surface tension is equal to the weight of the liquid column:

\[ 2\pi rT\cos\theta = \rho\pi r^2hg \]

Cancelling \(\pi r\) from both sides,

\[ 2T\cos\theta=\rho r h g \]

Therefore, the height of capillary rise is

\[ \boxed{ h=\frac{2T\cos\theta}{\rho gr} } \]

Capillary Rise When the Liquid Completely Wets the Tube

For a liquid that completely wets the capillary wall, the angle of contact is approximately zero:

\[ \theta=0^\circ \]

Therefore,

\[ \cos0^\circ=1 \]

The capillary-rise equation becomes

\[ \boxed{ h=\frac{2T}{\rho gr} } \]

Thus, for water in a clean glass capillary tube, the height of capillary rise is approximately given by

\[ \boxed{ h=\frac{2T}{\rho gr} } \]

Factors Affecting Capillary Rise

From

\[ h=\frac{2T\cos\theta}{\rho gr} \]

the following conclusions can be obtained.

  • Capillary rise is directly proportional to surface tension: \[ \boxed{h\propto T} \]
  • Capillary rise is directly proportional to \(\cos\theta\): \[ \boxed{h\propto\cos\theta} \]
  • Capillary rise is inversely proportional to the density of the liquid: \[ \boxed{h\propto\frac{1}{\rho}} \]
  • Capillary rise is inversely proportional to the radius of the capillary tube: \[ \boxed{h\propto\frac{1}{r}} \]
  • Capillary rise is inversely proportional to acceleration due to gravity: \[ \boxed{h\propto\frac{1}{g}} \]

Effect of Radius of Capillary Tube

For the same liquid and the same capillary material, \(T\), \(\theta\), \(\rho\) and \(g\) remain constant. Therefore,

\[ h\propto\frac{1}{r} \]

Thus, the narrower the capillary tube, the greater the height to which the liquid rises.

If the radius of the capillary tube is reduced to half, the height of capillary rise becomes twice the original height.

Capillary Depression

The same principle can also produce a depression of the liquid level instead of a rise. When a liquid does not wet the material of the capillary tube, the angle of contact is greater than \(90^\circ\).

In this case,

\[ \cos\theta<0 \]

Hence, the value of \(h\) obtained from

\[ h=\frac{2T\cos\theta}{\rho gr} \]

is negative. The negative sign indicates that the liquid level is depressed below the original liquid level.

For example, mercury undergoes capillary depression in a glass capillary tube because mercury does not wet glass.

h Convex meniscus Mercury — capillary depression

Capillary Rise and Capillary Depression

Property Capillary Rise Capillary Depression
Adhesion and cohesion Adhesion > Cohesion Cohesion > Adhesion
Meniscus Concave Convex
Angle of contact \(\theta<90^\circ\) \(\theta>90^\circ\)
Liquid behaviour Rises in the capillary Falls in the capillary
Example Water in glass Mercury in glass

Key Points to Remember

  • Capillary rise is the rise of a liquid in a narrow tube above the level of the liquid in the surrounding vessel.
  • It occurs due to the combined effect of surface tension and the interaction between the liquid and the capillary wall.
  • The general expression for capillary rise is \[ \boxed{ h=\frac{2T\cos\theta}{\rho gr} } \]
  • For complete wetting, \(\theta=0^\circ\), and \[ \boxed{ h=\frac{2T}{\rho gr} } \]
  • A narrower capillary tube produces a greater capillary rise.
  • Water rises in a glass capillary tube and forms a concave meniscus.
  • Mercury is depressed in a glass capillary tube and forms a convex meniscus.
  • If \(h\) is negative, it represents capillary depression.

Applications of Capillarity

The phenomenon of capillary rise or capillary action is observed in many natural and practical situations. Fine tubes, narrow pores and small spaces can act as capillaries, allowing liquids to rise or move through them.

The following are some important applications of capillarity in everyday life, nature and technology.

1. Sucking of Water by Plants and Trees

The trunks and branches of plants and trees contain very fine tubes called xylem tubes. These narrow tubes act like capillaries.

Water and dissolved mineral salts from the soil rise through these fine tubes towards the leaves due to capillary action, along with other mechanisms involved in water transport in plants.

The narrower the tube, the greater is the capillary rise. Therefore, the very fine xylem vessels help water move upward through plants.

Leaves Fine xylem tubes Water rises Capillary action

2. Glowing of Oil Lamp and Stove

The wick used in an oil lamp or kerosene stove consists of fine pores between its fibres. These pores act as small capillary tubes.

Due to capillary action, the oil or kerosene rises through the wick and reaches the burning end.

The continuous supply of fuel to the flame allows the oil lamp or kerosene stove to burn continuously until the fuel is exhausted.

Oil reservoir Wick Flame Oil rises

3. Sucking of Ink

Blotting paper contains a large number of very fine pores. These pores act as capillary tubes.

When a blotting paper is pressed against a drop of spilled ink, the fine pores of the paper absorb the ink due to capillary action.

Thus, the ink is drawn into the pores of the blotting paper and removed from the surface.

Blotting paper Ink

4. Soaking of Brick Walls

Bricks contain numerous fine pores between their particles. These pores act as capillary tubes.

During the rainy season, the fine pores of the bricks absorb rainwater by capillary action. As a result, the outer side of the brick wall becomes wet and the water may gradually penetrate towards the inner side.

The dampness of brick walls can be reduced by applying suitable plaster or cement coating to the outer surface. This closes the pores and reduces the movement of water through capillary action.

Brick wall Water rises Rainwater

5. Wet Soil

Clay soil contains very fine pores between its particles. These narrow pores act as capillaries.

Water present in the deeper layers of the soil rises towards the surface through these capillary spaces. When the water reaches the surface, it may evaporate into the atmosphere.

This continuous movement of water towards the surface can make the soil lose moisture. Tilling or ploughing the soil can help reduce this capillary movement by disturbing the continuous capillary paths near the surface.

Soil surface Water rises through fine pores Capillary action

6. Drying of Wet Bodies

A thick towel contains numerous fine pores between its fibres. These pores act as capillary tubes.

When a wet object is pressed with a dry towel, the fine pores of the towel absorb water from the object due to capillary action.

If the pores of the towel become blocked by dirt, their ability to absorb water decreases. Washing the towel removes the dirt and reopens the pores, making the towel effective in absorbing water again.

Wet body Water Towel Water is absorbed by capillary action

7. Cotton Dress in Summer

Cotton fibres contain numerous fine spaces and pores that act as capillaries.

In summer, more sweat is produced by the body. The sweat is easily absorbed by the fine pores of cotton clothes due to capillary action.

The absorbed sweat is spread through the fabric and can evaporate more easily. This helps the body lose heat and makes cotton clothes more comfortable in hot weather.

This is one reason why cotton clothes are generally preferred over fabrics that do not absorb sweat effectively.

Cotton fibres absorb sweat by capillary action

8. Glowing of Candle

A candle is generally prepared by moulding wax around a cotton thread. The cotton thread contains fine spaces between its fibres, which act as capillaries.

When the candle burns, the heat of the flame melts the wax near the wick. The molten wax rises through the fine spaces of the cotton thread due to capillary action.

The wax reaches the hot region near the flame, where it vaporises and burns. Thus, capillary action continuously supplies fuel to the flame and allows the candle to burn.

Candle Flame Molten wax rises through the wick

Summary of Applications of Capillarity

Application Capillary Structure Effect of Capillarity
Water in plants and trees Fine xylem tubes Water rises upward
Oil lamp and stove Fine pores in wick Oil rises to the flame
Sucking of ink Fine pores in blotting paper Ink is absorbed
Soaking of brick walls Fine pores in bricks Water rises through the wall
Wet soil Fine pores between soil particles Water rises towards the surface
Drying of wet bodies Fine pores in towel Water is absorbed
Cotton dress in summer Fine spaces between cotton fibres Sweat is absorbed and spread
Glowing of candle Fine spaces in cotton wick Molten wax reaches the flame

Key Point

The common principle behind all these applications is capillary action: a liquid can rise or move through very narrow tubes, pores or spaces due to surface tension and the interaction between the liquid and the surrounding material.

Determination of Surface Tension by Capillary Rise Method

The surface tension of a liquid can be determined experimentally by observing the height to which the liquid rises in a narrow capillary tube.

When a capillary tube is dipped vertically into a liquid that wets the material of the tube, the liquid rises inside the tube due to surface tension. The height of rise depends on the surface tension of the liquid, the radius of the capillary tube, the density of the liquid and the angle of contact.

Principle of the Method

Consider a capillary tube of radius \(r\) dipped vertically into a liquid of density \(\rho\). Let the liquid rise through a height \(h\) and let the angle of contact between the liquid and the capillary wall be \(\theta\).

The surface tension \(T\) acts tangentially along the circumference of the capillary tube. Its vertical component supports the weight of the liquid column raised inside the tube.

At equilibrium,

\[ \text{Upward force due to surface tension} = \text{Weight of liquid column} \]

Experimental Arrangement

h Upward component of surface tension Concave meniscus Liquid reservoir Capillary tube

Derivation of the Expression for Capillary Rise

Let the radius of the capillary tube be \(r\), the height of capillary rise be \(h\), the surface tension be \(T\), the density of the liquid be \(\rho\), and the angle of contact be \(\theta\).

The circumference of the capillary tube is

\[ 2\pi r \]

Surface tension acts along this circumference. Therefore, the total surface-tension force is

\[ F=2\pi rT \]

Only the vertical component of this force raises the liquid. Therefore,

\[ F_{\text{up}}=2\pi rT\cos\theta \]

The volume of the liquid column of height \(h\) is

\[ V=\pi r^2h \]

Therefore, the mass of the liquid column is

\[ m=\rho\pi r^2h \]

Hence, the weight of the liquid column is

\[ W=\rho\pi r^2hg \]

At equilibrium, the upward component of surface tension is equal to the weight of the liquid column:

\[ 2\pi rT\cos\theta = \rho\pi r^2hg \]

Cancelling \(\pi r\) from both sides,

\[ 2T\cos\theta=\rho r h g \]

Therefore, the height of capillary rise is

\[ \boxed{ h=\frac{2T\cos\theta}{r\rho g} } \]

Expression for Surface Tension

Rearranging the above equation to determine the surface tension,

\[ \boxed{ T=\frac{hr\rho g}{2\cos\theta} } \]

Thus, by measuring the capillary rise \(h\), radius \(r\) of the capillary tube, density \(\rho\) of the liquid and angle of contact \(\theta\), the surface tension of the liquid can be determined.

For a Liquid That Completely Wets the Capillary Tube

For a liquid such as water in a clean glass capillary tube, the angle of contact is approximately zero:

\[ \theta=0^\circ \]

Therefore,

\[ \cos\theta=1 \]

Hence,

\[ \boxed{ h=\frac{2T}{r\rho g} } \]

Therefore, the surface tension is given by

\[ \boxed{ T=\frac{hr\rho g}{2} } \]

Depression of a Liquid in a Capillary Tube

When a liquid does not wet the material of the capillary tube, the liquid level inside the tube falls below the level of the liquid in the surrounding vessel. This phenomenon is called capillary depression.

Mercury in a glass capillary tube is a common example. Mercury does not wet glass and forms a convex meniscus.

For such a liquid, the angle of contact is greater than \(90^\circ\), so

\[ \cos\theta<0 \]

Therefore, the capillary-rise equation gives a negative value of \(h\). The negative sign indicates that the liquid level is depressed rather than raised.

h Convex meniscus Mercury — capillary depression

Pressure Required to Blow an Air Bubble at the Lower End of a Capillary Tube

Consider a capillary tube dipped vertically into a liquid up to a depth \(h\) below the free surface of the liquid. Suppose air is forced through the tube and an air bubble is just about to form at the lower end of the tube.

Let:

  • \(P\) = pressure of air inside the capillary tube
  • \(P_0\) = atmospheric pressure at the free surface of the liquid
  • \(h\) = depth of the lower end of the capillary below the free surface
  • \(\rho\) = density of the liquid
  • \(g\) = acceleration due to gravity
  • \(T\) = surface tension of the liquid
  • \(r\) = radius of the capillary tube

The pressure exerted by the surrounding liquid at a depth \(h\) below its free surface is

\[ P_{\text{liquid}}=P_0+h\rho g \]

When an air bubble is just about to form at the lower end of the capillary tube, the pressure inside the bubble must be greater than the surrounding liquid pressure by the excess pressure required to form a spherical liquid-air surface.

For an air bubble in a liquid, there is one liquid-air surface. Therefore, the excess pressure is

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

Therefore, the pressure inside the air bubble is

\[ P=P_{\text{liquid}}+\Delta P \]

Substituting the values,

\[ P=P_0+h\rho g+\frac{2T}{r} \]

Hence, the pressure required to just blow an air bubble at the lower end of the capillary tube is

\[ \boxed{ P=P_0+h\rho g+\frac{2T}{r} } \]
Air pressure = P h \(P_0\) Liquid pressure \(P_0+h\rho g\) Air bubble just about to form

Physical Meaning of the Pressure Expression

The expression

\[ \boxed{ P=P_0+h\rho g+\frac{2T}{r} } \]

contains three contributions to the required air pressure.

  • \(P_0\) is the atmospheric pressure at the free surface.
  • \(h\rho g\) is the additional hydrostatic pressure due to the depth \(h\).
  • \(\displaystyle \frac{2T}{r}\) is the excess pressure required to form the air bubble against surface tension.

Therefore, the air pressure must be sufficiently large to overcome both the hydrostatic pressure of the liquid column and the excess pressure due to surface tension.

Important Results

  • Capillary rise: \[ \boxed{ h=\frac{2T\cos\theta}{r\rho g} } \]
  • Surface tension: \[ \boxed{ T=\frac{hr\rho g}{2\cos\theta} } \]
  • For complete wetting: \[ \boxed{ T=\frac{hr\rho g}{2} } \]
  • Pressure of liquid at depth \(h\): \[ \boxed{ P_{\text{liquid}}=P_0+h\rho g } \]
  • Excess pressure inside an air bubble: \[ \boxed{ \Delta P=\frac{2T}{r} } \]
  • Pressure required to just blow an air bubble at the lower end: \[ \boxed{ P=P_0+h\rho g+\frac{2T}{r} } \]

Pressure Difference Across a Surface Film

When the free surface of a liquid is curved, the pressure on the two sides of the surface is generally different. This pressure difference is produced by surface tension.

The pressure difference depends on the nature of the curvature of the liquid surface. Therefore, the pressure difference is different for a convex surface, a concave surface, and a plane surface.

Why Does Pressure Difference Occur?

Molecules present inside a liquid are surrounded by other liquid molecules on all sides. Hence, the cohesive forces acting on an interior molecule are balanced.

However, molecules present at the free surface experience an unbalanced inward cohesive force. As a result, the liquid surface possesses surface tension.

When the liquid surface is curved, surface tension acts tangentially to the curved surface. The resultant effect of these surface-tension forces produces a pressure difference between the two sides of the curved surface.

Thus, a curved liquid surface is associated with a difference in pressure across the surface.

Pressure Difference Across a Convex Liquid Surface

Consider a small element of a convex liquid surface. Surface tension acts tangentially to the surface at every point.

For a convex liquid surface, the surface-tension forces have a resultant component directed towards the inside of the liquid. Therefore, the pressure on the liquid side is greater than the pressure on the outside.

Hence,

\[ \boxed{P_{\text{inside}}>P_{\text{outside}}} \]

Therefore, the pressure difference across a convex liquid surface is

\[ \boxed{\Delta P=P_{\text{inside}}-P_{\text{outside}}>0} \]

For a spherical liquid surface of radius \(R\), the pressure difference is

\[ \boxed{\Delta P=\frac{2T}{R}} \]

where \(T\) is the surface tension of the liquid.

Outside pressure Liquid side: higher pressure Convex liquid surface Surface tension

Derivation for a Convex Spherical Surface

Consider a hemispherical portion of a liquid drop of radius \(R\). Let the pressure inside the liquid be \(P_1\) and the pressure outside be \(P_2\).

The excess pressure inside the liquid is

\[ \Delta P=P_1-P_2 \]

The force due to excess pressure acting on the circular cross-sectional area is

\[ F_P=\Delta P\,\pi R^2 \]

The surface tension acts along the circumference of the circular boundary. Therefore, the force due to surface tension is

\[ F_T=2\pi RT \]

For equilibrium,

\[ \Delta P\,\pi R^2=2\pi RT \]

Dividing both sides by \(\pi R^2\),

\[ \boxed{\Delta P=\frac{2T}{R}} \]

Thus, the pressure inside a spherical liquid drop is greater than the pressure outside by \(2T/R\).

Pressure Difference Across a Concave Liquid Surface

Now consider a concave liquid surface, such as the curved surface of water near the walls of a clean glass capillary tube.

For a concave surface, the direction of the resultant effect of surface tension is opposite to that for a convex surface. Therefore, the pressure on the outside of the liquid surface is greater than the pressure on the liquid side.

Hence,

\[ \boxed{P_{\text{outside}}>P_{\text{inside}}} \]

Therefore,

\[ \boxed{\Delta P=P_{\text{inside}}-P_{\text{outside}}<0} \]

For a spherical concave surface of radius \(R\), the magnitude of the pressure difference is

\[ \boxed{|\Delta P|=\frac{2T}{R}} \]

Thus, the pressure is lower on the concave side of the liquid surface.

Outside: higher pressure Liquid side: lower pressure Concave liquid surface

Pressure Difference Across a Plane Liquid Surface

If the free surface of a liquid is plane, it has no curvature. Therefore, surface tension does not produce a resultant pressure difference across the surface.

For a plane surface, the radius of curvature is effectively infinite:

\[ R\rightarrow\infty \]

Using the pressure-difference relation,

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

we obtain

\[ \boxed{\Delta P=0} \]

Therefore, for a plane free surface, the pressure on the two sides of the surface is equal, neglecting other effects such as hydrostatic pressure differences due to different depths.

Outside pressure Liquid pressure Plane surface ΔP = 0

General Relation for a Curved Liquid Surface

For a spherical liquid surface of radius \(R\), the magnitude of the pressure difference is

\[ \boxed{\Delta P=\frac{2T}{R}} \]

The direction of the pressure difference depends on whether the surface is convex or concave.

Type of Surface Pressure Relation Pressure Difference
Convex \(P_{\text{inside}}>P_{\text{outside}}\) \(\displaystyle \Delta P=\frac{2T}{R}\)
Concave \(P_{\text{inside}}<P_{\text{outside}}\) \(\displaystyle |\Delta P|=\frac{2T}{R}\)
Plane \(P_{\text{inside}}=P_{\text{outside}}\) \(\displaystyle \Delta P=0\)

Important Points to Remember

  • A curved liquid surface produces a pressure difference across the surface.
  • For a convex liquid surface, pressure is greater on the liquid side.
  • For a concave liquid surface, pressure is greater on the outer side.
  • For a plane liquid surface, the pressure difference due to surface tension is zero.
  • For a spherical curved surface, the magnitude of pressure difference is \[ \boxed{\Delta P=\frac{2T}{R}} \]
  • The pressure difference increases when surface tension \(T\) increases.
  • The pressure difference increases when the radius of curvature \(R\) decreases.

Drops and Bubbles

A liquid surface possesses surface tension and tends to contract to the minimum possible area. Because of this property, small quantities of liquids tend to form nearly spherical drops, while a thin liquid film tends to form spherical bubbles.

The pressure inside a curved liquid surface is different from the pressure outside it. This pressure difference is called excess pressure.

The magnitude of excess pressure depends on the surface tension of the liquid and the radius of curvature of the surface.

Liquid Drop

A liquid drop consists of a single liquid surface separating the liquid inside from the surrounding air. Therefore, only one liquid-air surface is involved.

For a spherical liquid drop of radius \(R\), the excess pressure inside the drop is

\[ \boxed{\Delta P=\frac{2T}{R}} \]

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

R Higher pressure inside Liquid drop One liquid-air surface

Air Bubble in a Liquid

An air bubble in a liquid is a spherical cavity containing air and surrounded by the liquid. It has only one liquid-air interface.

Because there is only one liquid surface, the excess pressure inside an air bubble in a liquid is

\[ \boxed{\Delta P=\frac{2T}{R}} \]

If \(P_i\) is the pressure inside the air bubble and \(P_o\) is the pressure of the surrounding liquid at the same level, then

\[ \boxed{P_i-P_o=\frac{2T}{R}} \]

Therefore,

\[ \boxed{P_i=P_o+\frac{2T}{R}} \]

Excess Pressure Inside an Air Bubble in a Liquid

Consider a spherical air bubble of radius \(R\) inside a liquid. Let the pressure inside the bubble be \(P_i\) and the pressure of the surrounding liquid be \(P_o\).

The excess pressure inside the bubble is

\[ \Delta P=P_i-P_o \]

Consider a hemispherical portion of the bubble. The excess pressure acts over the circular cross-sectional area of the hemisphere.

Therefore, the force due to excess pressure is

\[ F_P=\Delta P\,\pi R^2 \]

The surface tension acts along the circumference of the circular boundary. Hence, the force due to surface tension is

\[ F_T=2\pi RT \]

For equilibrium,

\[ \Delta P\,\pi R^2=2\pi RT \]

Dividing by \(\pi R^2\),

\[ \boxed{\Delta P=\frac{2T}{R}} \]

Thus, the excess pressure inside an air bubble in a liquid is directly proportional to the surface tension and inversely proportional to the radius of the bubble.

Diagram of an Air Bubble in a Liquid

R \(P_i\) Air Surrounding liquid: \(P_o\) Liquid

Soap Bubble

A soap bubble is a thin spherical film of soap solution containing air inside it. Unlike an air bubble in a liquid, a soap bubble has two liquid-air surfaces.

One surface is the inner surface of the soap film and the other is the outer surface of the soap film.

Therefore, surface tension acts on both surfaces of the soap film. As a result, the excess pressure inside a soap bubble is twice that inside an air bubble of the same radius.

For a soap bubble of radius \(R\), the excess pressure is

\[ \boxed{\Delta P=\frac{4T}{R}} \]

Excess Pressure Inside a Soap Bubble

Consider a spherical soap bubble of radius \(R\). Let \(P_i\) be the pressure inside the bubble and \(P_o\) the pressure outside the bubble.

The excess pressure inside the bubble is

\[ \Delta P=P_i-P_o \]

The excess pressure acting on a hemispherical portion produces the force

\[ F_P=\Delta P\,\pi R^2 \]

A soap bubble has two surfaces. Therefore, the surface-tension force is twice the force produced by one surface:

\[ F_T=2(2\pi RT) \]

Hence,

\[ F_T=4\pi RT \]

For equilibrium,

\[ \Delta P\,\pi R^2=4\pi RT \]

Dividing by \(\pi R^2\),

\[ \boxed{\Delta P=\frac{4T}{R}} \]

Therefore, the pressure inside a soap bubble is greater than the pressure outside by \(4T/R\).

Diagram of a Soap Bubble

R Higher pressure inside Air Two liquid-air surfaces Outer surface Inner surface

Why Is Excess Pressure in a Soap Bubble Twice That in an Air Bubble?

An air bubble in a liquid has only one liquid-air surface. Therefore,

\[ \Delta P_{\text{air bubble}}=\frac{2T}{R} \]

A soap bubble has two liquid-air surfaces. Surface tension acts on both surfaces, so

\[ \Delta P_{\text{soap bubble}}=\frac{4T}{R} \]

Therefore,

\[ \boxed{ \Delta P_{\text{soap bubble}} = 2\Delta P_{\text{air bubble}} } \]

Comparison of Air Bubble and Soap Bubble

Property Air Bubble in Liquid Soap Bubble
Number of liquid-air surfaces One Two
Excess pressure \(\displaystyle \frac{2T}{R}\) \(\displaystyle \frac{4T}{R}\)
Pressure inside Greater than surrounding liquid Greater than outside pressure

Important Results

For a spherical liquid drop:

\[ \boxed{\Delta P=\frac{2T}{R}} \]

For an air bubble in a liquid:

\[ \boxed{\Delta P=\frac{2T}{R}} \]

For a soap bubble:

\[ \boxed{\Delta P=\frac{4T}{R}} \]

Key Points to Remember

  • Excess pressure is produced because of surface tension.
  • An air bubble in a liquid has one liquid-air surface.
  • A soap bubble has two liquid-air surfaces.
  • Excess pressure inside an air bubble in a liquid is \[ \boxed{\frac{2T}{R}} \]
  • Excess pressure inside a soap bubble is \[ \boxed{\frac{4T}{R}} \]
  • For the same surface tension and radius, the excess pressure inside a soap bubble is twice that inside an air bubble in a liquid.
  • Excess pressure increases when the surface tension increases.
  • Excess pressure increases when the radius of the bubble decreases.