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Waves

NCERT Class 11 · Physics Based on NCERT Class 11 Physics textbook · Free CBSE study kit

Chapter Notes

CHAPTER 14: WAVES - COMPREHENSIVE CBSE BOARD NOTES

14.1 INTRODUCTION

**Definition:** Waves are patterns of disturbance that propagate from one point to another without the actual physical transfer of the medium as a whole.

Key Concept - Water Wave Analogy

When a pebble drops in still water, circular ripples move outward. Cork pieces on the water surface move up and down but do NOT move away from the disturbance centre. This proves the disturbance (wave) travels, not the water mass itself.

Speed of Electromagnetic Waves

Electromagnetic waves do not require a medium and travel through vacuum at constant speed:

**c = 299,792,458 m/s ≈ 3 × 10⁸ m/s**

Classification of Waves

**Mechanical Waves**

  • Require material medium for propagation
  • Cannot travel through vacuum
  • Depend on elastic properties of medium
  • Examples: sound waves, water waves, seismic waves, string waves
  • Travel through CBSE focus: transverse and longitudinal waves
  • **Electromagnetic Waves**

  • Do NOT require medium (can travel through vacuum)
  • All travel at speed c in vacuum
  • Examples: light, radio waves, X-rays
  • Covered in Class XII
  • **Matter Waves**

  • Associated with electrons, protons, neutrons, atoms
  • Quantum mechanical concept
  • Used in electron microscopes
  • Connection to Oscillations

    Waves in elastic media connect directly to harmonic oscillations. Consider springs connected end-to-end: when one spring is disturbed, the disturbance travels to the next spring while each spring oscillates about equilibrium—the spring coupling system in trains demonstrates this principle.

    **EXAM TIP:** Always distinguish between motion of medium particles (oscillatory, about equilibrium) and motion of wave itself (progressive travel).

    ---

    14.2 TRANSVERSE AND LONGITUDINAL WAVES

    Definition and Direction of Motion

    **Transverse Wave:** Constituents of medium oscillate perpendicular to direction of wave propagation.

  • Example: wave on stretched string (particles move up-down, wave moves along string)
  • Can only propagate in solids (requires shearing stress support)
  • Fluids cannot support transverse waves
  • **Longitudinal Wave:** Constituents of medium oscillate parallel to direction of wave propagation.

  • Example: sound wave in air (air molecules compress-rarefy along wave direction)
  • Can propagate in all elastic media (solids, liquids, gases)
  • Supported by compressive stress
  • Why Solids Support Both, Fluids Support Only Longitudinal

  • Solids can sustain both **shearing stress** (transverse) and **compressive stress** (longitudinal)
  • Fluids cannot sustain shearing stress; only compressive stress
  • Therefore: steel supports both waves; air supports only longitudinal waves
  • Water Waves - Special Case

    Water waves are combinations of both transverse and longitudinal components:

  • **Gravity waves** (restoring force = gravity): wavelengths several metres to hundreds of metres
  • **Capillary waves** (restoring force = surface tension): ripples, wavelengths < few centimetres
  • Particle motion extends from surface to bottom with diminishing amplitude
  • Travel Speed Difference

    **Important:** Transverse and longitudinal waves travel at different speeds in the same medium.

    **EXAM TIP:** Identify wave type by asking: Do particles move perpendicular (transverse) or parallel (longitudinal) to wave direction?

    **Example 14.1 Application:**

  • Kink in spring (displaced sideways): Both transverse and longitudinal
  • Liquid in cylinder (piston motion): Longitudinal only
  • Motorboat in water: Both (gravity + surface waves)
  • Ultrasonic in air: Longitudinal only
  • ---

    14.3 DISPLACEMENT RELATION IN A PROGRESSIVE WAVE

    General Wave Equation for Sinusoidal Wave

    **y(x,t) = a sin(kx – ωt + φ)** ... (14.2)

    where:

  • **y(x,t)** = displacement at position x and time t
  • **a** = amplitude (maximum displacement from equilibrium)
  • **k** = angular wave number (rad m⁻¹)
  • **ω** = angular frequency (rad s⁻¹)
  • **φ** = initial phase angle (radians)
  • **(kx – ωt + φ)** = phase of wave
  • Understanding Wave Equation

    **At fixed instant (t = t₀):** Equation becomes y = a sin(kx + constant) → spatial sinusoidal shape

    **At fixed location (x = x₀):** Equation becomes y = a sin(constant – ωt) → temporal sinusoidal oscillation

    **As time increases:** x must increase to maintain constant phase → wave travels in **positive x-direction**

    **Wave travelling in negative direction:** y(x,t) = a sin(kx + ωt + φ) ... (14.4)

    Alternative Form Using Superposition

    **y(x,t) = A sin(kx – ωt) + B cos(kx – ωt)** ... (14.3)

    Amplitude relation: **a² = A² + B²**

    Phase relation: **tan φ = B/A**

    14.3.1 Amplitude and Phase

    **Amplitude (a):**

  • Maximum positive/negative displacement from equilibrium
  • Always taken as positive value
  • Units: metre (m)
  • **Phase = (kx – ωt + φ):**

  • Determines displacement at any position and time
  • Constant phase points form a wavefront moving with wave
  • **Initial phase angle φ:** Phase at x = 0, t = 0
  • For convenience, φ can be set to zero by choosing origin appropriately
  • **Crest:** Point of maximum positive displacement

    **Trough:** Point of maximum negative displacement

    14.3.2 Wavelength and Angular Wave Number

    **Definition:** Wavelength (λ) is minimum distance between two points having same phase (e.g., consecutive crests or troughs).

    For Eq. (14.2) at t = 0:

    **y(x,0) = a sin(kx)**

    Sine function repeats when angle changes by 2π:

    sin(kx) = sin(k(x + λ))

    Therefore: **kλ = 2π**

    **Wavelength: λ = 2π/k** or **k = 2π/λ** ... (14.6)

    **Angular Wave Number (k):**

  • Unit: rad m⁻¹ (or m⁻¹)
  • Represents 2π times number of complete waves per unit length
  • Larger k → shorter wavelength
  • **Relationship Check:** λk = 2π → Constant for fixed wave

    14.3.3 Period, Angular Frequency, and Frequency

    For fixed location (x = 0) in Eq. (14.2):

    **y(0,t) = a sin(-ωt) = -a sin(ωt)**

    Sine function repeats when argument changes by 2π:

    sin(ωt) = sin(ω(t + T))

    Therefore: **ωT = 2π**

    **Period: T = 2π/ω** or **ω = 2π/T** ... (14.7)

    **Angular Frequency (ω):**

  • Unit: rad s⁻¹
  • Represents 2π times number of oscillations per second
  • Larger ω → shorter period, faster oscillations
  • **Frequency: ν = 1/T = ω/(2π)** ... (14.8)

  • Unit: Hertz (Hz) = oscillations per second
  • Related to ω: **ω = 2πν**
  • **Relationship Check:** νT = 1 → Complete oscillation in one period

    Longitudinal Wave Displacement

    For longitudinal waves (displacement parallel to propagation):

    **s(x,t) = a sin(kx – ωt + φ)** ... (14.9)

  • **s(x,t)** = displacement along direction of propagation
  • All other parameters identical to transverse wave
  • Sign convention: positive displacement along wave direction
  • Example 14.2 Worked Solution

    **Given:** y(x,t) = 0.005 sin(80.0x – 3.0t), where all constants in SI units

    **Part (a) Amplitude:**

    By comparison with standard form y = a sin(kx – ωt):

    **a = 0.005 m = 0.5 cm**

    **Part (b) Wavelength:**

    Angular wave number: k = 80.0 rad m⁻¹

    Using λ = 2π/k:

    **λ = 2π/80.0 = 0.0785 m = 7.85 cm**

    **Part (c) Period and Frequency:**

    Angular frequency: ω = 3.0 rad s⁻¹

    Period: **T = 2π/ω = 2π/3.0 = 2.09 s**

    Frequency: **ν = 1/T = 3.0/(2π) = 0.477 Hz**

    **Part (d) Displacement at x = 30.0 cm = 0.30 m, t = 20 s:**

    Substitute in wave equation:

    y(0.30, 20) = 0.005 sin(80.0 × 0.30 – 3.0 × 20)

    y(0.30, 20) = 0.005 sin(24.0 – 60.0)

    y(0.30, 20) = 0.005 sin(-36.0)

    Converting -36.0 rad to standard form:

    -36.0 = -36.0 + 2π(3) = -36.0 + 18.85 ≈ -17.15 rad → sin(-1.019π) ≈ -0.848

    **y = 0.005 × (-0.848) = -0.00424 m = -0.424 cm**

    **EXAM TIP:** Always check angular units (radians); use sin(-θ) = -sin(θ); simplify arguments modulo 2π for easier calculation.

    ---

    14.4 THE SPEED OF A TRAVELLING WAVE

    Relationship Between Wave Parameters

    For a progressive wave, wavelength λ, frequency ν, period T, and angular frequency ω relate through wave speed.

    **Consider:** In time T (one complete period), wave travels distance λ (one wavelength).

    **Wave Speed: v = λ/T = λν** ... (14.10)

    Since ν = ω/(2π) and λ = 2π/k:

    **v = λν = (2π/k) × (ω/2π) = ω/k** ... (14.11)

    SI Units and Dimensions

  • **v** in m/s
  • **λ** in m, **ν** in Hz
  • **ω** in rad/s, **k** in rad/m
  • Dimensions: [LT⁻¹]
  • Wave Speed in Different Media

    **For mechanical waves:** Speed depends on ONLY medium properties (elastic and inertial), independent of wave properties.

  • **String under tension T with linear mass density μ:**
  • v = √(T/μ) where μ = mass per unit length

  • **Longitudinal wave in rod (Young's modulus Y, density ρ):**
  • v = √(Y/ρ)

  • **Sound in gas (adiabatic, bulk modulus B, density ρ):**
  • v = √(B/ρ)

    Key Principle

    **Wave speed CANNOT be changed by changing amplitude or frequency of source. Speed depends only on medium properties.**

  • Doubling frequency → wavelength halves (speed constant)
  • Doubling amplitude → no change in speed
  • Worked Example

    A harmonic wave on string: y = 0.02 sin(10πx – 4πt) m

  • ω = 4π rad/s, k = 10π rad/m
  • v = ω/k = 4π/(10π) = 0.4 m/s
  • λ = 2π/k = 2π/(10π) = 0.2 m
  • ν = ω/(2π) = 4π/(2π) = 2 Hz
  • Check: v = λν = 0.2 × 2 = 0.4 m/s ✓
  • ---

    14.5 THE PRINCIPLE OF SUPERPOSITION OF WAVES

    Statement

    **When two or more waves travel through the same medium simultaneously, the net displacement at any point at any instant equals the vector sum of displacements due to individual waves.**

    For two waves at same point:

    **y_total = y₁ + y₂**

    Mathematical Formulation

    If waves are:

  • **Wave 1:** y₁(x,t) = a₁ sin(kx – ωt + φ₁)
  • **Wave 2:** y₂(x,t) = a₂ sin(kx – ωt + φ₂)
  • Then: **y(x,t) = a₁ sin(kx – ωt + φ₁) + a₂ sin(kx – ωt + φ₂)**

    This resultant can be written as:

    **y(x,t) = A sin(kx – ωt + Φ)** ... (14.12)

    where resultant amplitude: **A² = a₁² + a₂² + 2a₁a₂ cos(φ₁ – φ₂)**

    and phase: **tan Φ = (a₁ sin φ₁ + a₂ sin φ₂)/(a₁ cos φ₁ + a₂ cos φ₂)**

    Conditions for Linear Superposition

  • Medium must be elastic (Hooke's law obeyed)
  • Displacements must be small
  • For large amplitude waves in nonlinear media, superposition breaks down
  • Interference - Extreme Cases

    **Constructive Interference (Maximum Amplitude):**

  • Phase difference: Δφ = φ₁ – φ₂ = 0, ±2π, ±4π, ... = 2nπ (n = integer)
  • Path difference: Δx = nλ
  • Resultant amplitude: **A = a₁ + a₂** (maximum possible)
  • Condition: **Waves in phase**
  • **Destructive Interference (Minimum Amplitude):**

  • Phase difference: Δφ = ±π, ±3π, ±5π, ... = (2n+1)π
  • Path difference: Δx = (2n+1)λ/2
  • Resultant amplitude: **A = |a₁ – a₂|** (minimum possible)
  • If a₁ = a₂: **A = 0** (complete cancellation)
  • Condition: **Waves out of phase**
  • Partially Coherent Waves

    When phase difference changes randomly with time, interference pattern averages over time.

  • No fixed maxima/minima
  • Average intensity = sum of individual intensities
  • Intensity and Amplitude Relationship

    Intensity I ∝ (Amplitude)²

    For two interfering waves:

    **I_total = I₁ + I₂ + 2√(I₁I₂) cos(Δφ)**

    **EXAM TIP:** Recognize interference type by comparing phases or path differences relative to wavelength.

    ---

    14.6 REFLECTION OF WAVES

    Definition

    **Reflection:** When a wave encounters a boundary, part of wave energy bounces back into the original medium.

    Reflection at Fixed End

    **Boundary Condition:** Particle at boundary cannot move (constrained).

    **Incident wave:** y₁ = a sin(kx + ωt) [moving in –x direction toward boundary]

    **Reflected wave:** y₂ = –a sin(kx – ωt) [moving in +x direction from boundary]

    **Phase change:** Reflected wave has **180° phase reversal** (π radians)

  • Crest becomes trough
  • Trough becomes crest
  • Mathematically: extra negative sign in reflected wave equation
  • **Reason:** At boundary, displacement must be zero always.

    y_total = y₁ + y₂ = 0 at boundary

    Therefore: reflected amplitude = –incident amplitude

    Reflection at Free End

    **Boundary Condition:** Particle at boundary moves freely; slope of string is zero at boundary (no force perpendicular to boundary).

    **Incident wave:** y₁ = a sin(kx + ωt)

    **Reflected wave:** y₂ = a sin(kx – ωt) [same phase, no phase change]

    **No phase change:** Reflected wave maintains sign

  • Crest remains crest
  • Trough remains trough
  • **Reason:** At free end, no constraint on particle motion, slope condition gives reflection without phase reversal.

    Standing Waves from Reflection

    When incident and reflected waves overlap:

    **y_total = y_incident + y_reflected**

    For fixed end: y = a sin(kx + ωt) – a sin(kx – ωt)

    Using sin A – sin B = 2 cos((A+B)/2) sin((A–B)/2):

    **y = 2a cos(ωt) sin(kx)** ... (14.13)

    This is a **standing wave** (not a travelling wave):

  • Amplitude varies with position: **A(x) = 2a sin(kx)**
  • All points oscillate in phase (or 180° out, depending on position)
  • Nodes: positions where A(x) = 0 → sin(kx) = 0 → x = 0, λ/2, λ, 3λ/2, ...
  • Antinodes: positions where A(x) = maximum → cos(kx) = ±1 → x = λ/4, 3λ/4, 5λ/4, ...
  • Node and Antinode Properties

    **Nodes:**

  • Zero displacement always
  • Zero amplitude
  • Velocity always zero
  • Separation between consecutive nodes: λ/2
  • **Antinodes:**

  • Maximum displacement (±2a)
  • Maximum amplitude
  • Maximum velocity
  • Separation between consecutive antinodes: λ/2
  • Node to antinode distance: λ/4
  • **EXAM TIP:** Standing wave pattern depends on boundary conditions—fixed (phase reversal), free (no phase reversal), or mixed.

    ---

    14.7 BEATS

    Definition and Cause

    **Beats:** Periodic variation in intensity when two waves of slightly different frequencies interfere.

    **Condition:** When two sinusoidal waves of nearly equal frequencies overlap, their phase difference changes periodically with time, causing alternating constructive and destructive interference.

    Mathematical Analysis

    Consider two waves with same amplitude a but slightly different frequencies ν₁ and ν₂ (where ν₁ > ν₂):

    **y₁ = a sin(2πν₁t)**

    **y₂ = a sin(2πν₂t)**

    **Net displacement:**

    **y = y₁ + y₂ = a[sin(2πν₁t) + sin(2πν₂t)]**

    Using sum-to-product formula: sin A + sin B = 2 sin((A+B)/2) cos((A–B)/2):

    **y = 2a cos(π(ν₁ – ν₂)t) × sin(2π(ν₁ + ν₂)t/2)** ... (14.14)

    Interpretation of Beat Equation

    This can be rewritten as:

    **y = [2a cos(π(ν₁ – ν₂)t)] × sin(2πν_avg × t)**

    where **ν_avg = (ν₁ + ν₂)/2** (average frequency)

    **Physical Meaning:**

  • **High-frequency term:** sin(2πν_avg × t) → rapid oscillations at average frequency
  • **Low-frequency envelope:** 2a cos(π(ν₁ – ν₂)t) → slowly varying amplitude
  • Resultant amplitude: **A(t) = 2a cos(π(ν₁ – ν₂)t)**
  • Beat Frequency

    The amplitude varies between maximum (2a) and minimum (0) periodically.

    **Maximum amplitude:** cos term = ±1 → A = 2a (constructive interference)

    **Minimum amplitude:** cos term = 0 → A = 0 (destructive interference)

    The amplitude returns to maximum after cos argument changes by 2π:

    π(ν₁ – ν₂)t = 2π

    **t = 2/(ν₁ – ν₂)** → Time for one complete beat cycle

    **Beat frequency (frequency of amplitude variation):**

    **ν_beat = ν₁ – ν₂** ... (14.15)

    **Beat period:** **T_beat = 1/(ν₁ – ν₂)**

    Intensity and Beats

    Intensity I ∝ A²(t) = 4a² cos²(π(ν₁ – ν₂)t)

    **Maximum intensity:** I_max ∝ 4a² (when cos = ±1)

    **Minimum intensity:** I_min = 0 (when cos = 0)

    Listener hears **ν_beat beats per second** (intensity maxima per second).

    Practical Applications

    **Tuning Musical Instruments:**

  • Instrument tuned against reference (tuning fork, standard frequency)
  • If beat frequency heard: frequencies differ by ν_beat
  • Adjust tension/length until beats disappear (ν₁ = ν₂)
  • **Example:** Two tuning forks at 256 Hz and 260 Hz

  • Beat frequency = 260 – 256 = 4 Hz
  • Listener hears 4 maxima (beats) per second
  • Sound alternately loud-soft-loud-soft with 0.25 s between maxima
  • Limitations of Beat Method

  • Beats are audible only if ν₁ – ν₂ is small (typically < 10 Hz)
  • If frequency difference too large, individual oscillations become discernible
  • Requires human hearing or sensitive detector
  • **EXAM TIP:** Remember beat frequency = difference of component frequencies, NOT sum. Beats represent amplitude modulation, not frequency modulation.

    ---

    KEY FORMULAS SUMMARY (SI UNITS)

    | Parameter | Formula | Units |

    |-----------|---------|-------|

    | Wave equation | y = a sin(kx – ωt + φ) | m |

    | Wavelength | λ = 2π/k | m |

    | Angular frequency | ω = 2π/T = 2πν | rad s⁻¹ |

    | Frequency | ν = 1/T = ω/(2π) | Hz |

    | Wave speed | v = λν = ω/k | m s⁻¹ |

    | Period | T = 2π/ω | s |

    | Angular wave number | k = 2π/λ | rad m⁻¹ |

    | Resultant amplitude | A² = a₁² + a₂² + 2a₁a₂cos(Δφ) | m |

    | Standing wave envelope | A(x) = 2a sin(kx) or 2a cos(kx) | m |

    | Beat frequency | ν_beat = \|ν₁ – ν₂\| | Hz |

    ---

    DIMENSIONAL ANALYSIS

  • [λ] = [L]; [T] = [T]; [ν] = [T⁻¹]; [ω] = [T⁻¹]; [k] = [L⁻¹]
  • [v] = [LT⁻¹] ✓ (λν has correct dimensions)
  • [a] = [L] (amplitude)
  • [kx – ωt] = [L⁻¹][L] – [T⁻¹][T] = dimensionless ✓ (argument of sine)
  • ---

    POINTS TO PONDER FOR EXAMS

    1. **Wave ≠ Medium Motion:** Wave travels; medium particles oscillate about fixed equilibrium positions only.

    2. **Wave Speed is Constant:** Determined by medium alone. Changing source frequency changes wavelength, not speed. v = √(property of medium/inertial property).

    3. **Transverse Only in Solids:** Fluids cannot sustain shear; thus only longitudinal waves in fluids.

    4. **Superposition Applicability:** Linear media (small amplitude); breaks down for nonlinear media or large amplitudes.

    5. **Phase Difference Matters:** Two identical amplitude waves can cancel (180° phase) or reinforce (0° phase) completely.

    6. **Standing Waves = Confined Waves:** Result from reflection within boundaries; nodes at fixed ends, variable at free ends.

    7. **Beats Require Similar Frequencies:** Beat method practical only if frequency difference << average frequency.

    8. **Reflection Phase Reversal:** Fixed boundary → phase reversal; free boundary → no phase reversal.

    MCQs — 10 Questions with Answers

    Q1. A cork piece floats on water. When a wave passes through the water, the cork:

    • A. moves outward with the wave away from the disturbance centre
    • B. oscillates up and down but remains approximately at the same horizontal position ✓
    • C. sinks deeper into the water as the wave passes
    • D. rotates in circles following the wave motion

    Answer: B — Waves transport energy and pattern, not matter; the cork oscillates with local particle motion but the water mass does not flow outward, so the cork stays at nearly the same position.

    Q2. Which of the following is NOT a property that distinguishes transverse from longitudinal waves?

    • A. Direction of particle oscillation relative to wave propagation
    • B. Type of medium through which the wave travels ✓
    • C. Presence of crests and troughs in the wave pattern
    • D. Whether compressions and rarefactions occur

    Answer: B — Both transverse and longitudinal waves can travel through the same medium (e.g., seismic P and S waves in Earth's crust); the key difference is particle motion direction, not medium type.

    Q3. A wave travels along a stretched string with wavelength 0.5 m and frequency 4 Hz. The wave speed is:

    • A. 0.125 m/s
    • B. 2 m/s ✓
    • C. 4 m/s
    • D. 8 m/s

    Answer: B — Using v = λf = 0.5 m × 4 Hz = 2 m/s.

    Q4. Why do mechanical waves require a material medium for propagation?

    • A. Because the wave must carry matter with it as it travels
    • B. Because wave propagation depends on oscillations of particles and elastic restoring forces present in the medium ✓
    • C. Because the speed of mechanical waves must always be less than the speed of light
    • D. Because mechanical waves always travel slower in vacuum than in any medium

    Answer: B — Mechanical waves arise from particle oscillations coupled by elastic forces; these properties are only present in material media, not in vacuum.

    Q5. Sound is a longitudinal wave in air. Which statement correctly describes the particle motion?

    • A. Particles move perpendicular to the direction of sound propagation
    • B. Particles oscillate back and forth parallel to the direction of sound propagation, creating alternating compressions and rarefactions ✓
    • C. Particles move in circles as the sound wave passes
    • D. Particles permanently move outward from the source

    Answer: B — In longitudinal waves like sound, particles oscillate along the direction of wave travel, causing local density and pressure variations (compressions and rarefactions).

    Q6. A spring is stretched and then released, creating a disturbance that travels along a chain of connected springs. This happens because:

    • A. the springs physically carry the disturbance as they move forward
    • B. elastic forces in each spring pull or push the neighbouring spring out of equilibrium, and inertia causes it to overshoot, propagating the disturbance ✓
    • C. the material of the springs flows from one end to the other
    • D. gravity pulls all springs downward equally, causing synchronized motion

    Answer: B — Elasticity provides restoring forces and inertia allows particles to overshoot equilibrium; this back-and-forth coupling transfers the disturbance along the chain without bulk matter flow.

    Q7. If the frequency of a wave is doubled while the wave speed remains constant, the wavelength:

    • A. doubles
    • B. halves ✓
    • C. remains the same
    • D. increases fourfold

    Answer: B — From v = λf, if v is constant and f doubles, then λ must halve: λ_new = v/(2f) = λ_old/2.

    Q8. Which pair correctly matches wave type with an example?

    • A. Transverse wave: sound in air; Longitudinal wave: ripples on water surface
    • B. Transverse wave: seismic S-waves; Longitudinal wave: seismic P-waves ✓
    • C. Transverse wave: compression in a spring; Longitudinal wave: vibration of a guitar string
    • D. Transverse wave: density changes in air; Longitudinal wave: light in vacuum

    Answer: B — Seismic S-waves cause particle motion perpendicular to wave direction (transverse); P-waves cause parallel motion (longitudinal), creating compressions and rarefactions in Earth's layers.

    Q9. A student observes waves on a pond created by dropping stones. She notes that when the distance between consecutive wave crests increases, the frequency of waves (as measured by a fixed observer) stays the same. Which conclusion is correct? (Assume waves are not being absorbed.)

    • A. The wave speed has decreased because wavelength increased while frequency stayed constant
    • B. The wave speed has increased because wavelength increased while frequency stayed constant ✓
    • C. The wave speed has remained constant even though wavelength increased
    • D. The amplitude of the wave has increased, so the speed must increase

    Answer: B — Using v = λf: if λ increases and f remains constant, then v must increase proportionally; the wave speed depends on the medium properties, which can change (e.g., depth of pond affecting water wave speed).

    Q10. A sinusoidal wave is described by y = 0.02 sin(50x − 400t), where y and x are in metres and t is in seconds. The wavelength and frequency of this wave are approximately:

    • A. λ = 0.126 m, f = 63.7 Hz ✓
    • B. λ = 0.126 m, f = 400 Hz
    • C. λ = 25 m, f = 6.37 Hz
    • D. λ = 50 m, f = 400 Hz

    Answer: A — From y = A sin(kx − ωt), k = 50 rad/m and ω = 400 rad/s. λ = 2π/k = 2π/50 ≈ 0.126 m; f = ω/(2π) = 400/(2π) ≈ 63.7 Hz.

    Flashcards

    What is a mechanical wave?

    A disturbance that propagates through a medium by oscillation of particles, requiring elasticity and inertia of the medium.

    How do you distinguish transverse from longitudinal waves?

    In transverse waves particles oscillate perpendicular to wave propagation; in longitudinal waves they oscillate parallel to it.

    Why does a cork piece bob up-down but not move away when a wave passes?

    Waves transport energy and pattern, not matter; the cork oscillates with the medium locally but the medium itself does not flow outward.

    Give one example each of transverse and longitudinal waves.

    Transverse: waves on a string or water surface; Longitudinal: sound waves in air or compression waves in a spring.

    What is the relationship between wave speed v, wavelength λ, and frequency f?

    v = λf, where v is speed, λ is wavelength, and f is frequency.

    Why do mechanical waves require a medium?

    They depend on oscillations of particles and elastic restoring forces, which only exist in a material medium.

    What is the speed of electromagnetic waves in vacuum?

    c = 299,792,458 m/s ≈ 3 × 10⁸ m/s, the same for all EM waves.

    How does the disturbance propagate in connected springs?

    One spring compresses or stretches, pulling the next spring out of equilibrium, which then pulls the next, creating wave propagation along the chain.

    Describe how sound propagates in air using compression and rarefaction.

    A compressed air region pushes molecules outward creating compression in the next region and rarefaction in its own; this alternating pattern moves as sound.

    What role do elastic forces play in wave propagation?

    Elastic forces provide restoring forces that accelerate particles back toward equilibrium after disturbance, enabling energy transfer through the medium.

    Important Board Questions

    Define a mechanical wave and explain why it requires a medium for propagation. Give one example. [2 marks]

    State that a wave is a disturbance carrying energy without bulk matter flow; explain that elasticity and inertia of particles (only in medium) enable propagation; example: sound in air, water ripples, or string waves.

    Distinguish between transverse and longitudinal waves with one example each. Why are water surface waves considered transverse while sound waves in air are longitudinal? [5 marks]

    Transverse: particle motion ⊥ to wave direction (e.g., string); Longitudinal: particle motion ∥ to wave direction (e.g., spring compression). For water and sound: explain particle motion relative to disturbance propagation in each case; water surface particles move up-down as waves move horizontally; air molecules oscillate back-forth along sound direction creating compression-rarefaction.

    A wave with frequency 10 Hz travels along a string with speed 20 m/s. (a) Calculate the wavelength. (b) If the frequency is doubled to 20 Hz while the speed remains 20 m/s, how does the wavelength change? (c) Explain this relationship using the equation v = λf and discuss the physical meaning of this result. [6 marks]

    (a) Use v = λf directly to find λ = 2 m. (b) New λ = v/(2f) = 1 m; wavelength halves. (c) Show that v depends on medium properties (tension, mass density) which do not change; when f increases, λ must decrease proportionally to keep v constant; this reflects that a given medium cannot transmit all frequencies at the same speed in all scenarios—connect to dispersive media if applicable.

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