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The Timpson Lyceum · University Physics I (2025)

Mechanical Waves and the Wave Equation - Lecture 15 (University Physics I)

Overview

This lecture introduces mechanical waves — disturbances that transport energy through a medium without permanently transporting mass. It distinguishes transverse from longitudinal waves, builds the sinusoidal wave function y(x,t)y(x,t) that describes the displacement of every point on a wave at every instant, and shows that this function obeys the wave equation. It then derives the speed of a wave on a string from the physical properties tension and mass density, computes the power and intensity carried by a wave, and closes with superposition, standing waves, and the harmonic frequencies of a fixed string. The central challenge is conceptual: yy is a function of two variables, position xx and time tt, so you must keep straight whether you are watching the whole string frozen in time (a snapshot) or one point of the string over time.

Key Concepts

Waves transport energy, not mass

Transverse vs. longitudinal

Describing a wave — two complementary "slices"

The sinusoidal wave function

The wave equation

Wave speed on a string (a property of the medium)

Power and intensity

Superposition and standing waves

Harmonics on a fixed string of length LL

Worked Example

A clothesline is wiggled in a sinusoidal transverse wave with frequency f=2.00 Hzf = 2.00\ \text{Hz}, amplitude A=0.075 mA = 0.075\ \text{m}, and wave speed v=12.0 m/sv = 12.0\ \text{m/s}, with the held end at maximum displacement at t=0t=0. Find ω\omega, TT, λ\lambda, kk, and write y(x,t)y(x,t).

Angular frequency:

ω=2πfω=2π(2.00)=4π≈12.6 rad/s\begin{aligned} \omega &= 2\pi f \\ \omega &= 2\pi(2.00) = 4\pi \approx 12.6\ \text{rad/s} \end{aligned}

Period:

T=1fT=12.00=0.500 s\begin{aligned} T &= \frac{1}{f} \\ T &= \frac{1}{2.00} = 0.500\ \text{s} \end{aligned}

Wavelength and wave number:

λ=vf,k=2πλλ=12.02.00=6.00 m,k=2π6.00≈1.05 rad/m\begin{aligned} \lambda &= \frac{v}{f}, \qquad k = \frac{2\pi}{\lambda} \\ \lambda &= \frac{12.0}{2.00} = 6.00\ \text{m}, \qquad k = \frac{2\pi}{6.00} \approx 1.05\ \text{rad/m} \end{aligned}

Wave function (and the displacement of the held end at x=0x=0):

y(x,t)=Acos⁡(kx−ωt)y(x,t)=0.075cos⁡(1.05 x−12.6 t),y(0,t)=0.075cos⁡(12.6 t)\begin{aligned} y(x,t) &= A\cos(kx - \omega t) \\ y(x,t) &= 0.075\cos\big(1.05\,x - 12.6\,t\big), \qquad y(0,t) = 0.075\cos(12.6\,t) \end{aligned}

As a second short example, a 2.00 kg rope of length 80.0 m hangs in a mine shaft holding a 20.0 kg box, so μ=2.00/80.0=0.0250 kg/m\mu = 2.00/80.0 = 0.0250\ \text{kg/m} and the tension at the bottom is F=(20.0)(9.8)F = (20.0)(9.8) N. The wave speed near the box is

v=Fμv=(20.0)(9.8)0.0250≈8.85 m/s\begin{aligned} v &= \sqrt{\frac{F}{\mu}} \\ v &= \sqrt{\frac{(20.0)(9.8)}{0.0250}} \approx 8.85\ \text{m/s} \end{aligned}

Summary