CBSE Class 11 Physics Revision Notes Chapter 14 Waves
Waves transfer energy and information through a disturbance while the particles of the medium oscillate around their mean positions.
In Class 11 Physics, wave motion connects oscillations with wavelength, frequency, speed, reflection, superposition and beats.
When one particle in an elastic medium is disturbed, its motion affects nearby particles through restoring forces. The disturbance then travels across the medium, although the medium itself does not move from one place to another as a whole.
These CBSE Class 11 Physics Revision Notes Chapter 14 follow the 2026–27 NCERT sequence. They cover wave types, the progressive-wave equation, travelling-wave speed, superposition, reflection, standing waves and beats.
Key Takeaways
- Wave motion: A wave transfers energy without producing permanent transport of matter.
- Travelling-wave speed: v = νλ = ω/k.
- Standing waves: Nodes have zero displacement, while antinodes have maximum displacement.
- Beats: Two nearby frequencies produce periodic changes in loudness with beat frequency |ν1 − ν2|.
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Access Class 11 Physics Chapter 14 Waves Notes in 30 Minutes
These Waves Class 11 Short Notes divide the chapter into connected wave properties and formulas.
| Revision Time | Concepts |
| First 5 minutes | Types of waves |
| Next 5 minutes | Progressive-wave equation |
| Next 5 minutes | Wavelength, frequency and wave speed |
| Next 5 minutes | Speed on strings and speed of sound |
| Next 5 minutes | Superposition and reflection |
| Final 5 minutes | Standing waves and beats |
The sequence makes these Class 11 Physics Chapter 14 Waves Notes suitable for quick conceptual and numerical revision.
Waves and Transfer of Energy
A wave is a disturbance that travels through space or a material medium.
During wave propagation:
- Energy travels from one region to another.
- Information may also be transmitted.
- Particles of the medium oscillate about their equilibrium positions.
- There is no permanent flow of matter with the wave.
A cork floating on water moves up and down as ripples pass, but it does not travel outward with each ripple. This illustrates the central idea in Wave Motion Class 11 Notes.
Mechanical, Electromagnetic and Matter Waves
Waves may be broadly classified according to whether they require a medium.
| Wave Type | Medium Required | Examples |
| Mechanical waves | Yes | Sound waves, string waves, water waves |
| Electromagnetic waves | No | Light, radio waves and X-rays |
| Matter waves | Associated with material particles | Electron waves |
The present chapter mainly studies mechanical waves.
Mechanical waves depend on:
- Elastic properties of the medium
- Inertial properties of the medium
- Interaction among neighbouring particles
Pulse, Periodic Wave and Travelling Wave
A pulse is a single short disturbance travelling through a medium.
A periodic wave is produced when the source oscillates repeatedly.
A travelling wave or progressive wave moves continuously from one part of the medium to another.
Each particle oscillates locally while the wave pattern progresses through the medium.
Transverse and Longitudinal Waves
Mechanical waves are classified according to the direction in which the particles oscillate relative to the direction of propagation.
Transverse Waves
In transverse waves, the particles of the medium oscillate perpendicular to the direction of propagation.
Examples include:
- Waves on a stretched string
- A sideways pulse in a spring
- Some seismic waves
Transverse waves have:
- Crests
- Troughs
- Particle motion normal to wave direction
A transverse mechanical wave requires a medium that can sustain shearing stress. Therefore, such waves can propagate through solids and stretched strings but generally not through fluids in bulk.
Longitudinal Waves
In longitudinal waves, particles oscillate parallel to the direction of wave propagation.
Examples include:
- Sound waves in air
- Compression waves in a spring
- Longitudinal waves in a solid rod
Longitudinal waves consist of:
- Compressions: Regions of higher pressure and density
- Rarefactions: Regions of lower pressure and density
Solids, liquids and gases can support longitudinal waves because they can sustain compression.
Transverse and Longitudinal Wave Differences
| Transverse Wave | Longitudinal Wave |
| Particle motion is perpendicular to propagation | Particle motion is parallel to propagation |
| Contains crests and troughs | Contains compressions and rarefactions |
| Requires resistance to shear deformation | Requires resistance to compression |
| Common in strings and solids | Common in solids, liquids and gases |
| Cannot generally propagate through fluid interiors | Can propagate through fluids |
Water-surface waves involve both vertical and horizontal particle motion. They are therefore more complex than a purely transverse wave.
Displacement Relation in a Progressive Wave
A mathematical description of a progressive wave must depend on both position and time.
The function should describe:
- The shape of the wave at any instant
- The motion of a particle at any fixed position
Equation of a Wave Moving Along Positive x-Direction
A sinusoidal wave moving in the positive x-direction is represented by:
y(x,t) = a sin(kx − ωt + φ)
This wave equation contains:
- y(x,t) = displacement at position x and time t
- a = amplitude
- k = angular wave number
- ω = angular frequency
- φ = initial phase
The combination kx − ωt remains constant for a point of fixed phase moving in the positive x-direction.
Equation of a Wave Moving Along Negative x-Direction
A wave travelling in the negative x-direction is written as:
y(x,t) = a sin(kx + ωt + φ)
The sign before ωt determines the direction:
| Equation Form | Direction |
| kx − ωt | Positive x-direction |
| kx + ωt | Negative x-direction |
This sign rule is especially useful when identifying wave direction from a given equation.
Amplitude and Phase
The amplitude a is the maximum displacement of a particle from its equilibrium position.
The quantity:
kx − ωt + φ
is the phase of the wave.
The amplitude and phase serve different purposes:
- Amplitude determines maximum displacement.
- Phase determines the state of oscillation at a given position and time.
- Initial phase φ gives the phase at x = 0 and t = 0.
Two particles are in the same phase when their displacements and directions of motion are identical.
Wavelength and Angular Wave Number
The wavelength λ is the minimum distance between two points in the same phase.
It may be measured between:
- Two consecutive crests
- Two consecutive troughs
- Two consecutive compressions
- Two consecutive rarefactions
The angular wave number is:
k = 2π/λ
Therefore:
λ = 2π/k
The SI unit of k is rad m⁻¹.
The phase difference between two points separated by distance Δx is:
Δφ = kΔx
Therefore:
Δφ = 2πΔx/λ
Time Period, Frequency and Angular Frequency
The time period T is the time taken by a particle to complete one oscillation.
Frequency ν is the number of oscillations per second:
ν = 1/T
Angular frequency is:
ω = 2πν
Therefore:
ω = 2π/T
The SI unit of frequency is hertz, while angular frequency is measured in rad s⁻¹.
Speed of a Travelling Wave
Wave speed describes how fast a point of fixed phase, such as a crest, travels through the medium.
General Wave-Speed Relation
For:
kx − ωt = constant
Differentiating with respect to time:
k(dx/dt) − ω = 0
Therefore:
v = ω/k
Using:
ω = 2πν
and:
k = 2π/λ
We get:
v = νλ
Thus:
Wave speed = frequency × wavelength
The source fixes the frequency, while the medium determines the wave speed. Once v and ν are known, wavelength is fixed.
Wave Speed and Particle Speed
Wave speed and particle speed are different quantities.
| Wave Speed | Particle Speed |
| Speed at which the disturbance travels | Speed at which a medium particle oscillates |
| Usually fixed by medium properties | Changes continuously during oscillation |
| Represented by v = νλ | Given by dy/dt for a transverse wave |
| Carries energy through the medium | Does not carry the particle through the medium |
A particle can momentarily have zero velocity while the wave continues moving through it.
Speed of Waves in Different Media
The speed of a mechanical wave depends on the restoring property and inertia of the medium.
In general:
Wave speed ∝ √(elastic property/inertial property)
Speed of Transverse Waves on a Stretched String
For a stretched string:
v = √(F/μ)
Here:
- F = tension in the string
- μ = linear mass density
The linear mass density is:
μ = m/L
Therefore:
v = √(FL/m)
The speed:
- Increases when tension increases
- Decreases when linear mass density increases
- Does not directly depend on the source frequency
Once the speed is fixed, a change in frequency produces a corresponding change in wavelength.
Speed of Longitudinal Waves
For a longitudinal wave in a fluid:
v = √(B/ρ)
Here:
- B = bulk modulus
- ρ = mass density
For a longitudinal wave in a solid rod:
v = √(Y/ρ)
Here, Y is Young’s modulus.
Solids generally transmit sound faster than gases because their elastic moduli are much larger.
Speed of Sound in a Gas
Sound is a longitudinal wave that travels through compressions and rarefactions.
For an ideal gas, the speed of sound is:
v = √(γP/ρ)
Here:
- γ = Cp/Cv
- P = gas pressure
- ρ = gas density
Using the ideal-gas relation:
P = ρRT/M
We get:
v = √(γRT/M)
Therefore, sound speed in an ideal gas:
- Increases with the square root of absolute temperature
- Decreases with the square root of molar mass
Newton’s Formula and Laplace Correction
Newton initially assumed that compressions and rarefactions during sound propagation were isothermal.
He obtained:
v = √(P/ρ)
This result was lower than the measured speed.
Laplace explained that pressure changes occur too rapidly for heat exchange. Therefore, the changes are adiabatic.
For an adiabatic process:
Bulk modulus = γP
Hence:
v = √(γP/ρ)
The inclusion of γ is known as the Laplace correction.
Principle of Superposition of Waves
When two or more waves overlap, each wave continues to travel independently.
Resultant Displacement
The principle of superposition states that the resultant displacement equals the algebraic sum of individual displacements.
For two waves:
y(x,t) = y1(x,t) + y2(x,t)
For several waves:
y = y1 + y2 + y3 + ...
After overlapping, the waves continue with their original forms if the medium behaves linearly.
Interference of Two Waves
Consider two waves of equal amplitude and frequency:
y1 = a sin(kx − ωt)
y2 = a sin(kx − ωt + φ)
Their resultant is:
y = 2a cos(φ/2) sin(kx − ωt + φ/2)
The resultant amplitude is:
A = 2a cos(φ/2)
For constructive interference:
φ = 0, 2π, 4π, ...
A = 2a
For destructive interference:
φ = π, 3π, 5π, ...
A = 0
Interference results from the superposition of coherent waves.
Reflection of Waves
The reflection of waves occurs when a travelling wave reaches a boundary and returns through the original medium.
The reflected wave has the same frequency as the incident wave.
Reflection from a Fixed End
At a fixed end, the displacement must remain zero.
The reflected pulse is inverted.
Therefore:
- A crest returns as a trough.
- A trough returns as a crest.
- The reflected wave undergoes a phase change of π.
If the incident wave is:
yi = a sin(kx − ωt)
The reflected wave may be written as:
yr = −a sin(kx + ωt)
Reflection from a Free End
At a free end, the end is allowed to move.
The reflected pulse is not inverted.
Therefore:
- A crest returns as a crest.
- A trough returns as a trough.
- There is no phase reversal.
The reflected wave may be written as:
yr = a sin(kx + ωt)
Standing Waves and Normal Modes
Standing waves form when two waves of the same amplitude, frequency and speed travel in opposite directions and superpose.
The wave pattern does not travel through the medium.
Formation of Standing Waves
Consider:
y1 = a sin(kx − ωt)
y2 = a sin(kx + ωt)
Their resultant is:
y = 2a sin(kx) cos(ωt)
The position-dependent amplitude is:
A(x) = 2a sin(kx)
Different particles oscillate with different amplitudes.
A standing wave has no net transfer of energy from one end to the other.
Nodes and Antinodes
Nodes and antinodes are fixed positions in a standing-wave pattern.
At a node:
sin(kx) = 0
Therefore:
kx = nπ
x = nλ/2
The displacement is always zero.
At an antinode:
|sin(kx)| = 1
Therefore:
kx = (2n + 1)π/2
x = (2n + 1)λ/4
The amplitude is maximum and equal to 2a.
Important separations are:
| Points | Separation |
| Consecutive nodes | λ/2 |
| Consecutive antinodes | λ/2 |
| Adjacent node and antinode | λ/4 |
All particles between two successive nodes oscillate in the same phase. Particles in neighbouring segments oscillate in opposite phases.
Standing Waves on a Stretched String
For a string fixed at both ends, both ends must be nodes.
If string length is L:
L = nλn/2
Therefore:
λn = 2L/n
The allowed frequencies are:
νn = nv/2L
Here:
n = 1, 2, 3, ...
The fundamental frequency is:
ν1 = v/2L
The higher frequencies are:
ν2 = 2ν1
ν3 = 3ν1
These are called harmonics.
Using v = √(F/μ):
νn = n/(2L) √(F/μ)
Standing Waves in Air Columns
In an open organ pipe, both ends behave approximately as displacement antinodes.
For an open pipe:
νn = nv/2L
All harmonics are present.
In a pipe closed at one end:
- The closed end is a displacement node.
- The open end is a displacement antinode.
The allowed frequencies are:
νn = (2n − 1)v/4L
Here:
n = 1, 2, 3, ...
Only odd harmonics are present.
The fundamental frequency is:
ν1 = v/4L
Beats
Beats are periodic variations in loudness produced when two sound waves of slightly different frequencies superpose.
Formation of Beats
Consider:
y1 = a sin(2πν1t)
y2 = a sin(2πν2t)
Their resultant is:
y = 2a cos[π(ν1 − ν2)t] sin[π(ν1 + ν2)t]
The sound has an approximate frequency:
νaverage = (ν1 + ν2)/2
Its amplitude varies slowly with time:
A = 2a cos[π(ν1 − ν2)t]
The sound becomes alternately loud and faint.
Beat Frequency and Beat Period
The beat frequency is:
νbeat = |ν1 − ν2|
It gives the number of beats heard per second.
The beat period is:
Tbeat = 1/νbeat
Therefore:
Tbeat = 1/|ν1 − ν2|
Beats are useful for comparing the frequencies of two sound sources. An instrument is tuned by adjusting its frequency until the beats disappear.
Waves Formula Sheet
These Waves Class 11 Formulas bring together the main progressive-wave, reflection, standing-wave and beat relations.
| Concept | Formula |
| Positive-direction progressive wave | y = a sin(kx − ωt + φ) |
| Negative-direction progressive wave | y = a sin(kx + ωt + φ) |
| Wave number | k = 2π/λ |
| Angular frequency | ω = 2πν |
| Frequency-period relation | ν = 1/T |
| General wave speed | v = νλ |
| Wave speed using ω and k | v = ω/k |
| Phase difference by distance | Δφ = 2πΔx/λ |
| Phase difference by time | Δφ = 2πΔt/T |
| Speed on stretched string | v = √(F/μ) |
| Linear mass density | μ = m/L |
| Longitudinal-wave speed in fluid | v = √(B/ρ) |
| Longitudinal-wave speed in solid | v = √(Y/ρ) |
| Sound speed in ideal gas | v = √(γP/ρ) |
| Sound speed using temperature | v = √(γRT/M) |
| Superposition | y = y1 + y2 |
| Resultant amplitude for equal waves | A = 2a cos(φ/2) |
| Standing-wave equation | y = 2a sin(kx) cos(ωt) |
| Node positions | x = nλ/2 |
| Antinode positions | x = (2n + 1)λ/4 |
| String frequencies | νn = nv/2L |
| Open-pipe frequencies | νn = nv/2L |
| Closed-pipe frequencies | νn = (2n − 1)v/4L |
| Beat frequency | νbeat = |
| Beat period | Tbeat = 1/ |
These Physics Class 11 Chapter 14 Notes connect each equation with the corresponding wave behaviour.
Important Differences for Quick Revision
| Terms | Main Difference |
| Wave motion and particle motion | Wave motion transfers disturbance; particles oscillate locally |
| Mechanical and electromagnetic waves | Mechanical waves need a medium; electromagnetic waves can travel through vacuum |
| Transverse and longitudinal waves | Particle motion is perpendicular in transverse waves and parallel in longitudinal waves |
| Wave speed and particle speed | Wave speed is propagation speed; particle speed is oscillatory speed |
| Wavelength and amplitude | Wavelength is spatial repetition length; amplitude is maximum displacement |
| Frequency and angular frequency | Frequency is oscillations per second; angular frequency is 2π times frequency |
| Travelling and standing waves | Travelling waves transfer energy; standing waves have fixed nodes and antinodes |
| Node and antinode | A node has zero amplitude; an antinode has maximum amplitude |
| Fixed-end and free-end reflection | Fixed-end reflection causes inversion; free-end reflection does not |
| Interference and beats | Interference is general superposition; beats arise from slightly different frequencies |
Useful Links for Class 11 Physics
| Section | Useful Links |
| Syllabus | CBSE Class 11 Physics Syllabus |
| Revision Notes | CBSE Class 11 Physics Revision Notes |
| Physics Notes | CBSE Class 11 Physics Revision Notes Chapter 1 |
| NCERT Solutions | NCERT Solutions for Class 11 Physics |
| Sample Papers | CBSE Sample Papers for Class 11 Physics |
| Important Questions | Important Questions Class 11 Physics |
| NCERT Books | NCERT Books for Class 11 Physics |
| Class 11 Support | CBSE Class 11 Syllabus |
FAQs (Frequently Asked Questions)
Particles transfer energy to neighbouring particles through restoring forces. Each particle oscillates around its own mean position instead of travelling with the wave.
An expression containing kx − ωt travels in the positive x-direction. An expression containing kx + ωt travels in the negative x-direction.
Solids have much larger elastic moduli. Although they are denser, the increase in elasticity is greater, which produces a higher wave speed.
The two component waves carry equal energy in opposite directions. Their superposition creates fixed nodes and antinodes without net energy flow along the medium.
Perfectly tuned sources have equal frequencies. Their frequency difference becomes zero, so the beat frequency also becomes zero.