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Waves: Standing Waves, Beats & Doppler Effect

Apply concepts from Waves: Standing Waves, Beats & Doppler Effect to problem-solving. Focus on numerical practice, shortcuts, and real-world applications.

2%45 minPhase 2 · APPLICATIONMCQ + Numerical

Concept Core

A progressive (travelling) wave transfers energy without transferring matter.
The general equation for a transverse wave travelling in the +x direction is y=Asin(kxωt)y = A\sin(kx - \omega t), where AA is amplitude, k=2π/λk = 2\pi/\lambda is the wave number, and ω=2πf\omega = 2\pi f is angular frequency.
Wave speed v=fλ=ω/kv = f\lambda = \omega/k.
For a string of linear mass density μ\mu under tension TT: v=T/μv = \sqrt{T/\mu}.

Standing wave on a string fixed at both ends — showing nodes (N) and antinodes (A) for the third harmonic

Standing Waves form when two identical progressive waves travel in opposite directions.
Superposing y1=Asin(kxωt)y_1 = A\sin(kx - \omega t) and y2=Asin(kx+ωt)y_2 = A\sin(kx + \omega t) gives y=2Asin(kx)cos(ωt)y = 2A\sin(kx)\cos(\omega t). This is NOT a travelling wave — every point oscillates with amplitude 2Asin(kx)2A|\sin(kx)|.
Points where sin(kx)=0\sin(kx) = 0 (i.e., x=nλ/2x = n\lambda/2) are nodes (zero amplitude, maximum pressure variation).
Points where sin(kx)=1|\sin(kx)| = 1 (i.e., x=(2n+1)λ/4x = (2n+1)\lambda/4) are antinodes (maximum amplitude, zero pressure variation).
Distance between consecutive nodes = λ/2\lambda/2.

Vibrations of a Stretched String (Fixed at Both Ends): Boundary condition: nodes at both ends.
Allowed wavelengths: λn=2L/n\lambda_n = 2L/n for n=1,2,3,...n = 1, 2, 3, ....
Frequencies: fn=nv/(2L)=(n/2L)T/μf_n = nv/(2L) = (n/2L)\sqrt{T/\mu}.
The first harmonic (n=1n = 1) is the fundamental with f1=v/(2L)f_1 = v/(2L). All harmonics (even and odd) are present. The sound produced is rich in overtones.

Open pipe and closed pipe fundamental modes — showing node/antinode positions

Vibrations of Air Columns:

  • Closed pipe (one end closed, one open): node at closed end, antinode at open end. λn=4L/(2n1)\lambda_n = 4L/(2n-1), fn=(2n1)v/(4L)f_n = (2n-1)v/(4L). Only odd harmonics: f1,3f1,5f1,...f_1, 3f_1, 5f_1, ...
  • Open pipe (both ends open): antinodes at both ends. λn=2L/n\lambda_n = 2L/n, fn=nv/(4L)×2=nv/(2L)f_n = nv/(4L) \times 2 = nv/(2L). All harmonics present. Fundamental frequency of an open pipe = twice that of a closed pipe of the same length.

End Correction: Real pipes have an antinode slightly outside the open end. End correction e0.6re \approx 0.6r where rr is the pipe radius.
Effective length: Leff=L+eL_{\text{eff}} = L + e (closed pipe) or Leff=L+2eL_{\text{eff}} = L + 2e (open pipe).

Beats: When two waves of slightly different frequencies f1f_1 and f2f_2 (f1f2f_1 \approx f_2) superpose, the resultant amplitude varies periodically.
Beat frequency fbeat=f1f2f_{\text{beat}} = |f_1 - f_2|. Maximum loudness occurs f1f2|f_1 - f_2| times per second. Beats are audible only when f1f27|f_1 - f_2| \leq 7 Hz approximately.

Doppler Effect — moving source compresses wavefronts ahead and stretches them behind

Doppler Effect: The apparent frequency changes when source, observer, or medium moves. General formula (medium: air, speed of sound vv): f=f(v±vovvs)f' = f\left(\frac{v \pm v_o}{v \mp v_s}\right) Convention: upper signs when source and observer approach each other; lower signs when they recede. If observer moves toward source: f=f(v+vo)/vf' = f(v+v_o)/v (higher). If source moves toward observer: f=fv/(vvs)f' = fv/(v-v_s) (higher). Both approaching: f=f(v+vo)/(vvs)f' = f(v+v_o)/(v-v_s).

The key problem-solving concept is recognizing the boundary conditions (nodes vs. antinodes at each end) to determine which harmonics are allowed, and applying the Doppler formula with correct sign conventions.

Key Testable Concept

The key problem-solving concept is recognizing the boundary conditions (nodes vs. antinodes at each end) to determine which harmonics are allowed, and applying the Doppler formula with correct sign conventions.

Comparison Tables

A) Comparison of String, Open Pipe, and Closed Pipe

PropertyString (both fixed)Open PipeClosed Pipe
Boundary conditionNodes at both endsAntinodes at both endsNode (closed), antinode (open)
Fundamentalf1=v/(2L)f_1 = v/(2L)f1=v/(2L)f_1 = v/(2L)f1=v/(4L)f_1 = v/(4L)
Harmonics presentAll (f1,2f1,3f1,...f_1, 2f_1, 3f_1, ...)All (f1,2f1,3f1,...f_1, 2f_1, 3f_1, ...)Odd only (f1,3f1,5f1,...f_1, 3f_1, 5f_1, ...)
nnth frequencynf1nf_1nf1nf_1(2n1)f1(2n-1)f_1
Min wavelength for fundamentalλ=2L\lambda = 2Lλ=2L\lambda = 2Lλ=4L\lambda = 4L

B) Doppler Effect Summary

ScenarioApparent FrequencyChange
Source approaches stationary observerf=fv/(vvs)f' = fv/(v-v_s)Increases
Source recedes from stationary observerf=fv/(v+vs)f' = fv/(v+v_s)Decreases
Observer approaches stationary sourcef=f(v+vo)/vf' = f(v+v_o)/vIncreases
Observer recedes from stationary sourcef=f(vvo)/vf' = f(v-v_o)/vDecreases
Both approachingf=f(v+vo)/(vvs)f' = f(v+v_o)/(v-v_s)Maximum increase
Both recedingf=f(vvo)/(v+vs)f' = f(v-v_o)/(v+v_s)Maximum decrease

C) Wave Speed in Different Media

MediumSpeed FormulaDepends On
Stringv=T/μv = \sqrt{T/\mu}Tension, linear density
Gas/Airv=γRT/Mv = \sqrt{\gamma RT/M}Temperature, molar mass, γ\gamma
Solid rodv=Y/ρv = \sqrt{Y/\rho}Young's modulus, density
Liquidv=B/ρv = \sqrt{B/\rho}Bulk modulus, density

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