Unit 4 AoS 1 – Mechanical Waves & Wave Phenomena

Wave Model Overview

  • Waves are described by the wave model, which assumes:
    • Periodic variation of a physical quantity (pressure, height, displacement, field strength).
    • Transmission of energy without net transfer of matter.
    • Particles of a medium oscillate about fixed equilibrium positions.
    • Two primary categories: transverse (particle motion ⟂ direction of energy propagation) and longitudinal (particle motion ∥ direction of propagation).
  • All wave analysis in this unit assumes the medium is homogeneous and isotropic unless otherwise specified.

Types of Waves: Transverse vs Longitudinal

  • Transverse waves
    • Particle displacement is perpendicular to wave travel.
    • Typical examples: water-surface ripples, waves on strings/ropes, electromagnetic (light) waves.
    • Characteristic points:
    • Crest = maximum positive displacement.
    • Trough = maximum negative displacement.
  • Longitudinal waves
    • Particle displacement is parallel to wave travel.
    • Examples: sound in air, compression waves in a slinky/spring.
    • Compressions (high-pressure regions) and rarefactions (low-pressure regions) replace crests/troughs.
    • Observational note: a chosen medium particle oscillates but exhibits no net translation after the wave passes.
  • Mechanical waves
    • Require a material medium (air, water, rope, string).
    • Energy transferred depends on medium properties; matter itself does not translate.

Key Wave Parameters (measurable properties)

  • Amplitude (A)
    • Maximum displacement from equilibrium.
  • Wavelength (λ)
    • Spatial period of the wave: distance between successive identical phase points (crest-to-crest, compression-to-compression).
    • Unit: metres (m).
  • Period (T)
    • Time for one complete oscillation or for a phase point to travel one wavelength.
    • Unit: seconds (s).
  • Frequency (f)
    • Number of cycles per second.
    • Unit: hertz (Hz = s⁻¹).
    • Relation: f=1Tf = \frac{1}{T}
  • Wave speed (v)
    • Rate at which energy/phase propagates through the medium.
    • Fundamental wave equation: v=fλv = f\lambda
    • Alternate form: v=λTv = \frac{\lambda}{T}
    • For a given medium, v is independent of A, f, λ, T for mechanical waves (e.g.
      sound ≈ 340m s1340\,\text{m s}^{-1} in air at room temperature).

Graphing Waves

  • Displacement–distance graph
    • Snapshot of the entire medium at an instant; reveals λ and A directly.
  • Displacement–time graph
    • Follows a single particle; reveals A and T (→ f) directly.
  • Interpretation tips
    • Sinusoidal graphs imply simple harmonic motion of particles.
    • For travelling waves the shape translates; for standing waves the envelope is stationary.

Mechanical Wave Speed & Wave-Equation Applications

  • Example calculations
    • Hummingbird (70 Hz) → λ=35070=5.0m\lambda = \frac{350}{70} = 5.0\,\text{m} (v = 350m s1350\,\text{m s}^{-1} assumed).
    • Boats 4 m apart; one up when other down, T = 3 s; since there is half a wavelength between boats (no crest between them) λ=8m\lambda = 8\,\text{m}; v = 83=2.67m s1\frac{8}{3}=2.67\,\text{m s}^{-1}.
    • 2019 exam: point P moves from max to zero in 0.120s0.120\,\text{s} → quarter of a period; hence T=4(0.120)=0.480sT = 4(0.120)=0.480\,\text{s}, f=2.08Hzf=2.08\,\text{Hz}, v=fλ=2.08(1.40)=2.91m s1v = f\lambda = 2.08(1.40)=2.91\,\text{m s}^{-1} (3 s.f.).

Wave Behaviours: Reflection & Refraction

  • Reflection
    • Occurs at a boundary; obeys law θ<em>i=θ</em>r\theta<em>i = \theta</em>r measured to the normal.
    • Frequency and wavelength remain unchanged (only direction flips).
    • Fixed-end reflection of a string introduces a λ2\frac{\lambda}{2} phase reversal (crest → trough).
  • Refraction (brief link)
    • Transmission into a second medium changes v and λ but leaves f unchanged, bending the direction.

Superposition Principle & Interference

  • Principle: net displacement = algebraic sum of individual displacements at every point in space/time.
  • After interaction waves re-emerge unaltered.
  • Constructive interference
    • Displacements reinforce (crest + crest or trough + trough) → larger amplitude.
  • Destructive interference
    • Opposite displacements cancel (crest + trough) → reduced or zero amplitude.
  • Real-world illustrations: musical timbre, noise-cancelling headphones, water-ripple patterns, Slinky demos.

Path Difference & Coherent Sources

  • Coherent sources: identical f & λ with constant phase relationship → stable interference pattern.
  • Path difference (pd) for a point X: S<em>1XS</em>2X|S<em>1X - S</em>2X|
    • Constructive (antinodes): pd=nλ(n=0,1,2,)pd = n\lambda\quad(n = 0,1,2,…)
    • Destructive (nodes): pd=(n+12)λpd = (n+\tfrac12)\lambda
  • Terminology
    • Nodes: persistent zero-amplitude points.
    • Antinodes: persistent maximum-amplitude points.
  • Sample exam (2018): sound at 340 Hz between two facing speakers → λ=1 m; centre is loud (pd=0). Moving toward B: first node at 14λ=0.25m\tfrac{1}{4}λ =0.25\,\text{m}, second node additional 12λ=0.50m\tfrac{1}{2}λ=0.50\,\text{m} → total 0.75 m.

Standing Waves

  • Formation
    • Travelling wave reflects and interferes with itself.
    • Requires waves of same f, A, v moving in opposite directions.
  • Fixed-end strings
    • Ends are nodes; only wavelengths satisfying integer half-wavelength fit: L=nλ2L = n\frac{\lambda}{2} (n=1,2,3…)
    • Fundamental (n=1): λ<em>1=2L\lambda<em>1 = 2L, f</em>1=v2Lf</em>1 = \frac{v}{2L}.
    • Higher harmonics: f<em>n=nf</em>1f<em>n = nf</em>1.
  • Resonance
    • Driving frequency matches natural frequency → large A; energy transfer maximised.
    • Illustrations: swing pumping, shattered wine glass, tuning forks, spaghetti resonance.
  • Worked examples
    • 60 cm string showing 1.5 loops (n=3) → λ=2L3=0.40m\lambda = \frac{2L}{3}=0.40\,\text{m}.
    • 0.8 m guitar string, n=2 displayed envelope, f=250 Hz → λ=2Ln=0.8m\lambda = \frac{2L}{n}=0.8\,\text{m}, v=200m s1v=200\,\text{m s}^{-1}. Tripling f (750 Hz) forces n=6 pattern; draw 3 full wavelengths in 0.8 m (i.e.
      six half-waves).
    • 6.0 m string under tension v=40 m s⁻¹, f=7.5 Hz → λ=vf=5.33m\lambda = \frac{v}{f}=5.33\,\text{m}. Required n from L=nλ2n=2Lλ=2.25L = n\frac{\lambda}{2} ⇒ n = \frac{2L}{\lambda}=2.25 non-integer → standing wave will not form.

Diffraction

  • Definition: spreading/bending of waves when encountering obstacles or apertures.
  • Qualitative dependence on ratio λw\frac{\lambda}{w} (w = gap/obstacle size)
    • λw1\frac{\lambda}{w} \gtrsim 1 → pronounced diffraction; circular wavefronts.
    • λw1\frac{\lambda}{w} \ll 1 → minimal diffraction; wavefronts remain plane beyond aperture.
  • No change to v, λ, or f across the aperture; only energy distribution in space is affected.
  • Huygens’ principle: every point on a wavefront acts as a secondary source of spherical wavelets → explains diffraction edges.
  • Imaging limitations
    • Optical microscopes limited by visible λ (380–700 nm). Objects ≪ λ produce blurred, diffracted images.
    • Electron microscopes use de Broglie wavelengths ≪ 1 nm → higher resolution.
    • Example: virus length 2.0×107m2.0\times10^{-7}\,\text{m} vs visible light λ (380–700 nm): λ comparable → significant diffraction, image unclear (option A from example 20).
  • Worked diffraction example
    • Gap 6.50×107m6.50\times10^{-7}\,\text{m}, blue light λ 4.80×107m4.80\times10^{-7}\,\text{m}λw=0.74\frac{\lambda}{w}=0.74 → substantial diffraction expected.

Sample Concept-Check & Quiz Answers

  • Universal property of waves → energy transfer without mass transfer (Quick Quiz Q1: option A).
  • Wave types → Transverse & Longitudinal (Q2: D).
  • In transverse waves particle motion ⟂ wave direction (Q3: B).
  • Interference statement correct: constructive → larger crest/trough (Example 5: option A).
  • Reflection statement correct: waves hitting along normal reflect back along normal (Student Q8: option D).
  • Two positive pulses superposing → constructive with doubled amplitude (Student Q9: option A).
  • Resonant driving increases amplitude (Q10 answer A) and phenomenon is resonance (Q11 answer C).

Connections & Real-World Relevance

  • Sound engineering: placement of speakers avoids destructive nodes in auditoria.
  • Medical imaging: ultrasound (λ~mm) diffracts around small structures; limits vs X-ray.
  • Communications: long-wave radio bends over hills (large λ), whereas high-frequency microwaves are line-of-sight.
  • Structural safety: bridges & buildings designed to avoid resonance with wind or seismic forcing frequencies (Tacoma Narrows failure).
  • Musical instruments exploit harmonics and standing waves to create timbre; adjusting string length/tension changes f via f=v2Lf = \frac{v}{2L}.

Ethical & Philosophical Reflections

  • Advances in wave-based measurement (microscopy, spectroscopy) expand human capacity to observe the micro-world, raising questions about responsible use (e.g.
    nano-tech, privacy in imaging, environmental noise).
  • Understanding resonance informs safety standards, preventing disasters yet also enabling artistic endeavours (concert-hall acoustics, instrument crafting).

Formula Summary (quick reference)

  • v=fλv = f\lambda
  • f=1Tf = \frac{1}{T}
  • Standing waves on string fixed both ends: L=nλ2L = n\frac{\lambda}{2}, fn=nv2Lf_n = n\frac{v}{2L}
  • Constructive interference: pd=nλpd = n\lambda
  • Destructive interference: pd=(n+12)λpd = (n+\tfrac12)\lambda
  • Diffraction criterion (qualitative): significant when λw1\frac{\lambda}{w} \gtrsim 1