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 <title>Wave Mechanics: Power Carried by a 1D Wave</title>
 <name>WaveMechanicsPowerCarriedByA1DWave</name>
 <created>2026-09-12 16:38:16</created>
 <modified>2026-09-12 16:38:16</modified>
 <type>Topic</type>
 <creator id="1" name="bloftin"/>
 <modifier id="1" name="bloftin"/>
 <author id="1" name="bloftin"/>
 <classification>
	<category scheme="pacs" code="46.40.Cd"/>
	<category scheme="pacs" code="46.40.-f"/>
 </classification>
 <synonyms>
	<synonym concept="Wave Mechanics: Power Carried by a 1D Wave" alias="WM19"/>
 </synonyms>
 <related>
	<object name="WaveMechanicsSeriesOverviewAndArticleGuide"/>
	<object name="OscillationAtOnePoint"/>
	<object name="WaveMechanicsSinusoidalOscillation"/>
	<object name="WaveMechanicsPhaseAndPhaseDifference"/>
	<object name="WaveMechanicsOscillationInSpace"/>
	<object name="WaveMechanicsWavenumber"/>
	<object name="WaveMechanicsTranslatingDisturbances"/>
	<object name="WaveMechanicsTheSinusoidalTravelingWave"/>
	<object name="WaveMechanicsWaveSpeed"/>
	<object name="WaveMechanicsSuperposition"/>
	<object name="WaveMechanicsStandingWaves"/>
	<object name="WaveMechanicsResonance"/>
	<object name="WaveMechanicsBoundaryConditions"/>
	<object name="WaveMechanicsPartialDerivativesForWaves"/>
	<object name="WaveMechanicsDerivingThe1DStringWaveEquationFromNewtonsSecondLaw"/>
	<object name="WaveMechanicsTravelingWaveSolutionsOfThe1DWaveEquation"/>
	<object name="WaveMechanicsRightAndLeftTravelingSolutions"/>
	<object name="WaveMechanicsInitialConditionsAndTheDAlembertSolution"/>
	<object name="WaveMechanicsEnergyInA1DWave"/>
 </related>
 <keywords>
	<term>wave mechanics</term>
	<term>wave power</term>
	<term>energy flux</term>
	<term>energy conservation</term>
	<term>stretched string</term>
	<term>traveling wave</term>
	<term>standing wave</term>
	<term>sinusoidal wave</term>
	<term>average power</term>
	<term>tension</term>
	<term>linear mass density</term>
 </keywords>
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 <content>\section*{Wave Mechanics: Power Carried by a 1D Wave}

WM18 developed the mechanical energy density of an ideal stretched string,

\begin{equation}
 \mathcal{E}(x,t)
 =\frac{1}{2}\mu u_t^2+\frac{1}{2}T u_x^2.
\end{equation}

Energy density answers the question, ``How much mechanical energy is stored near this position?''  The next question is different:

\begin{center}
\textbf{How rapidly does wave energy cross a fixed position?}
\end{center}

That rate of energy transfer is the wave power.  With positive power defined as energy flow toward increasing $x$, the ideal-string result is

\begin{equation}
 \boxed{P(x,t)=-T u_x u_t.}
\end{equation}

The sign matters.  A positive value means net mechanical energy crosses the chosen position toward $+x$; a negative value means the net flow is toward $-x$.  This local expression is the one-dimensional energy-flux law associated with the string wave equation and is consistent with standard wave-energy treatments \cite{French1971,Crawford1968,OpenStax164,Georgi1992}.

WM19 derives the result mechanically and from local energy conservation, applies it to arbitrary traveling profiles and sinusoidal waves, derives the time-averaged sinusoidal power, and explains what happens when right- and left-moving waves are both present.

\section{Power is energy crossing a position per unit time}

Choose a fixed position $x$.  During a short time interval $dt$, mechanical energy can cross that position even though the material of the string merely oscillates transversely.

We define $P(x,t)$ so that

\begin{equation}
 P&gt;0
\end{equation}

means energy transport toward increasing $x$, and

\begin{equation}
 P&lt;0
\end{equation}

means energy transport toward decreasing $x$.

The SI unit of power is

\begin{equation}
 \text{W}=\frac{\text{J}}{\text{s}}.
\end{equation}

This is not yet intensity.  Intensity is power per unit area and will be introduced later when waves spread through higher-dimensional space \cite{OpenStax164}.

\section{Mechanical derivation at a cut in the string}

Imagine cutting the mathematical description of the string at one fixed position.  The material just to the left exerts a tension force on the material just to the right.

For a small-slope string, the transverse component of the force exerted by the left side on the right side is approximately

\begin{equation}
 F_u=-T u_x.
\end{equation}

The transverse velocity of the material at the cut is

\begin{equation}
 v_u=u_t.
\end{equation}

Mechanical power delivered from the left portion into the right portion is force times velocity:

\begin{align}
 P
 &amp;=F_u v_u\\
 &amp;=(-T u_x)u_t.
\end{align}

Therefore

\begin{equation}
 \boxed{P=-T u_xu_t.}
\end{equation}

The geometry and sign convention are summarized below.

\begin{center}
\includegraphics{WM19_fig01_power_at_cut.png}

\vspace{0.45em}

\textbf{Figure.}
At a fixed cut, the local slope determines the transverse component of tension and $u_t$ gives the local material velocity.  Their product determines the mechanical work rate across the cut.  Positive $P$ is defined as energy transport toward $+x$.
\end{center}

\section{Dimensional check}

The tension has units of newtons,

\begin{equation}
 [T]=\text{N},
\end{equation}

while $u_x$ is dimensionless and

\begin{equation}
 [u_t]=\text{m/s}.
\end{equation}

Hence

\begin{align}
 [T u_xu_t]
 &amp;=\text{N}\frac{\text{m}}{\text{s}}\\
 &amp;=\frac{\text{J}}{\text{s}}\\
 &amp;=\text{W}.
\end{align}

So the expression has the correct dimensions for power.

\section{The same result from local energy conservation}

The energy-density formula from WM18 is

\begin{equation}
 \mathcal{E}=\frac{1}{2}\mu u_t^2+\frac{1}{2}T u_x^2.
\end{equation}

Differentiate with respect to time:

\begin{equation}
 \mathcal{E}_t
 =\mu u_tu_{tt}+T u_xu_{xt}.
\end{equation}

For the ideal string,

\begin{equation}
 \mu u_{tt}=T u_{xx}.
\end{equation}

Substitute this into the first term:

\begin{align}
 \mathcal{E}_t
 &amp;=T u_tu_{xx}+T u_xu_{xt}\\
 &amp;=T\frac{\partial}{\partial x}(u_tu_x).
\end{align}

Therefore

\begin{equation}
 \mathcal{E}_t
 +\frac{\partial}{\partial x}(-T u_tu_x)=0.
\end{equation}

Identifying

\begin{equation}
 \boxed{P=-T u_xu_t}
\end{equation}

gives the local conservation law

\begin{equation}
 \boxed{\mathcal{E}_t+P_x=0.}
\end{equation}

This compact equation says that a local change in stored energy is caused by an imbalance of power flow into and out of the region.

\section{Energy balance on a finite interval}

Integrate the local conservation law from $x=a$ to $x=b$:

\begin{equation}
 \int_a^b\mathcal{E}_t\,dx
 +\int_a^b P_x\,dx=0.
\end{equation}

Thus

\begin{equation}
 \frac{d}{dt}\int_a^b\mathcal{E}\,dx
 +P(b,t)-P(a,t)=0.
\end{equation}

Equivalently,

\begin{equation}
 \boxed{
 \frac{d}{dt}\int_a^b\mathcal{E}\,dx
 =P(a,t)-P(b,t).}
\end{equation}

Power entering at the left boundary increases the energy stored in the interval; power leaving at the right boundary decreases it.

\begin{center}
\includegraphics{WM19_fig02_energy_control_volume.png}

\vspace{0.45em}

\textbf{Figure.}
Energy conservation on a fixed interval: rate of change of stored energy equals incoming power minus outgoing power.
\end{center}

\section{Power in a pure right-moving wave}

Consider

\begin{equation}
 u(x,t)=F(x-ct).
\end{equation}

With

\begin{equation}
 \xi=x-ct,
\end{equation}

we have

\begin{equation}
 u_x=F'(\xi)
\end{equation}

and

\begin{equation}
 u_t=-cF'(\xi).
\end{equation}

Therefore

\begin{align}
 P
 &amp;=-T u_xu_t\\
 &amp;=-T F'(\xi)[-cF'(\xi)]\\
 &amp;=Tc[F'(\xi)]^2.
\end{align}

Hence

\begin{equation}
 \boxed{P_{\rightarrow}=Tc[F'(x-ct)]^2\geq0.}
\end{equation}

The power is nonnegative because this wave carries energy toward $+x$.

WM18 showed that the energy density of the same wave is

\begin{equation}
 \mathcal{E}=T[F'(x-ct)]^2.
\end{equation}

Therefore

\begin{equation}
 \boxed{P_{\rightarrow}=c\mathcal{E}.}
\end{equation}

This is physically intuitive: a packet of energy density $\mathcal{E}$ translating at speed $c$ carries energy past a fixed point at rate $c\mathcal{E}$.

\section{Power in a pure left-moving wave}

For

\begin{equation}
 u(x,t)=G(x+ct),
\end{equation}

we have

\begin{equation}
 u_x=G'
\end{equation}

and

\begin{equation}
 u_t=cG'.
\end{equation}

Thus

\begin{equation}
 \boxed{P_{\leftarrow}=-Tc[G'(x+ct)]^2\leq0.}
\end{equation}

Since

\begin{equation}
 \mathcal{E}=T[G'(x+ct)]^2,
\end{equation}

we can write

\begin{equation}
 \boxed{P_{\leftarrow}=-c\mathcal{E}.}
\end{equation}

The sign is a direction marker: the energy moves toward decreasing $x$.

\section{Sinusoidal traveling wave}

Consider the right-moving sinusoidal wave

\begin{equation}
 u(x,t)=A\cos(kx-\omega t+\phi).
\end{equation}

Define

\begin{equation}
 \theta=kx-\omega t+\phi.
\end{equation}

Then

\begin{equation}
 u_x=-Ak\sin\theta
\end{equation}

and

\begin{equation}
 u_t=A\omega\sin\theta.
\end{equation}

The instantaneous power is therefore

\begin{align}
 P
 &amp;=-T(-Ak\sin\theta)(A\omega\sin\theta)\\
 &amp;=T A^2k\omega\sin^2\theta.
\end{align}

Hence

\begin{equation}
 \boxed{
 P(x,t)=T A^2k\omega\sin^2(kx-\omega t+\phi).}
\end{equation}

It is always nonnegative for this right-moving wave.

\begin{center}
\includegraphics{WM19_fig03_sinusoid_power.png}

\vspace{0.45em}

\textbf{Figure.}
For a right-moving sinusoidal wave, normalized instantaneous power varies as $\sin^2\theta$.  Power is largest where the displacement passes through zero and vanishes at displacement extrema.
\end{center}

\section{Average power of a sinusoidal wave}

Over one phase cycle,

\begin{equation}
 \left\langle\sin^2\theta\right\rangle=\frac{1}{2}.
\end{equation}

Therefore

\begin{equation}
 \boxed{
 \langle P\rangle
 =\frac{1}{2}T A^2k\omega.}
\end{equation}

Use

\begin{equation}
 \omega=ck
\end{equation}

and

\begin{equation}
 T=\mu c^2.
\end{equation}

Then

\begin{equation}
 \boxed{
 \langle P\rangle
 =\frac{1}{2}\mu A^2\omega^2c.}
\end{equation}

This is the standard time-averaged power of a sinusoidal transverse wave on an ideal string \cite{OpenStax164,French1971}.

Because WM18 found

\begin{equation}
 \langle\mathcal{E}\rangle
 =\frac{1}{2}\mu A^2\omega^2,
\end{equation}

we again have

\begin{equation}
 \boxed{\langle P\rangle=c\langle\mathcal{E}\rangle.}
\end{equation}

\section{Square-law scaling}

For a fixed string and a sinusoidal traveling wave,

\begin{equation}
 \langle P\rangle
 =\frac{1}{2}\mu A^2\omega^2c.
\end{equation}

Thus

\begin{equation}
 \boxed{\langle P\rangle\propto A^2\omega^2}
\end{equation}

when the string properties are fixed.

Consequently:

\begin{itemize}
 \item doubling $A$ multiplies average power by $4$;
 \item doubling $f$ or $\omega$ multiplies average power by $4$;
 \item doubling both amplitude and frequency multiplies average power by $16$.
\end{itemize}

OpenStax emphasizes this same amplitude-squared and frequency-squared scaling for sinusoidal mechanical waves \cite{OpenStax164}.

\section{Both propagation directions at once}

For the general two-direction solution

\begin{equation}
 u(x,t)=F(x-ct)+G(x+ct),
\end{equation}

let

\begin{equation}
 \xi=x-ct,
 \qquad
 \eta=x+ct.
\end{equation}

Then

\begin{equation}
 u_x=F'(\xi)+G'(\eta)
\end{equation}

and

\begin{equation}
 u_t=-cF'(\xi)+cG'(\eta).
\end{equation}

Substitute into the power law:

\begin{align}
 P
 &amp;=-T[F'+G'][-cF'+cG']\\
 &amp;=Tc\left([F']^2-[G']^2\right).
\end{align}

Thus

\begin{equation}
 \boxed{
 P=Tc\left([F'(x-ct)]^2-[G'(x+ct)]^2\right).}
\end{equation}

The net power is the right-moving contribution minus the left-moving contribution.

\begin{center}
\includegraphics{WM19_fig04_directional_power_balance.png}

\vspace{0.45em}

\textbf{Figure.}
Directional power adds with a sign.  Right-moving energy contributes positive power and left-moving energy contributes negative power under the chosen convention.
\end{center}

\section{Standing waves and zero average transport}

A standing wave can be written

\begin{equation}
 u(x,t)=B\sin(kx)\cos(\omega t).
\end{equation}

Then

\begin{equation}
 u_x=Bk\cos(kx)\cos(\omega t)
\end{equation}

and

\begin{equation}
 u_t=-B\omega\sin(kx)\sin(\omega t).
\end{equation}

Therefore

\begin{align}
 P
 &amp;=-T u_xu_t\\
 &amp;=T B^2k\omega\cos(kx)\sin(kx)\cos(\omega t)\sin(\omega t).
\end{align}

Using double-angle identities,

\begin{equation}
 \boxed{
 P(x,t)=\frac{1}{4}TB^2k\omega
 \sin(2kx)\sin(2\omega t).}
\end{equation}

The instantaneous local power is generally not zero.  Its sign reverses as energy moves back and forth within the standing-wave pattern.

However, over a complete time cycle,

\begin{equation}
 \left\langle\sin(2\omega t)\right\rangle=0,
\end{equation}

so

\begin{equation}
 \boxed{\langle P\rangle_{\text{standing}}=0.}
\end{equation}

A perfect standing wave therefore has no net time-averaged transport through a fixed position, even though energy can flow locally and instantaneously.

\section{Worked Example 1: Power from local slope and velocity}

A string has tension

\begin{equation}
 T=100\,\text{N}.
\end{equation}

At one event,

\begin{equation}
 u_x=0.020,
 \qquad
 u_t=-0.30\,\text{m/s}.
\end{equation}

Find the instantaneous power and interpret its sign.

\subsection*{Solution}

Use

\begin{equation}
 P=-T u_xu_t.
\end{equation}

Then

\begin{align}
 P
 &amp; =-(100)(0.020)(-0.30)\\
 &amp; =0.60\,\text{W}.
\end{align}

Thus

\begin{equation}
 \boxed{P=+0.60\,\text{W}.}
\end{equation}

The positive sign means net energy is crossing the selected position toward increasing $x$ at that instant.

\section{Worked Example 2: Average power of a sinusoidal wave}

A right-moving sinusoidal wave has

\begin{equation}
 A=5.0\,\text{mm},
 \qquad
 f=10\,\text{Hz},
\end{equation}

on a string with

\begin{equation}
 T=80\,\text{N},
 \qquad
 \mu=0.020\,\text{kg/m}.
\end{equation}

Find $c$, $\omega$, $k$, and the time-averaged power.

\subsection*{Solution}

The wave speed is

\begin{align}
 c
 &amp;=\sqrt{\frac{T}{\mu}}\\
 &amp;=\sqrt{\frac{80}{0.020}}\\
 &amp;\simeq63.25\,\text{m/s}.
\end{align}

The angular frequency is

\begin{equation}
 \omega=2\pi f=62.83\,\text{rad/s}.
\end{equation}

Then

\begin{align}
 k
 &amp;=\frac{\omega}{c}\\
 &amp;\simeq0.993\,\text{rad/m}.
\end{align}

Convert the amplitude:

\begin{equation}
 A=0.0050\,\text{m}.
\end{equation}

Now use

\begin{equation}
 \langle P\rangle
 =\frac{1}{2}\mu A^2\omega^2c.
\end{equation}

Thus

\begin{align}
 \langle P\rangle
 &amp;=\frac{1}{2}(0.020)(0.0050)^2(62.83)^2(63.25)\\
 &amp;\simeq6.24\times10^{-2}\,\text{W}.
\end{align}

Therefore

\begin{equation}
 \boxed{\langle P\rangle\simeq0.0624\,\text{W}.}
\end{equation}

\section{Worked Example 3: Required amplitude for a desired average power}

A sinusoidal traveling wave moves on a string with

\begin{equation}
 \mu=0.010\,\text{kg/m},
 \qquad
 c=100\,\text{m/s}.
\end{equation}

At frequency

\begin{equation}
 f=50\,\text{Hz},
\end{equation}

what amplitude is required to carry an average power of

\begin{equation}
 \langle P\rangle=10\,\text{W}?
\end{equation}

\subsection*{Solution}

Start with

\begin{equation}
 \langle P\rangle
 =\frac{1}{2}\mu A^2\omega^2c.
\end{equation}

Solve for $A$:

\begin{equation}
 A=\sqrt{\frac{2\langle P\rangle}{\mu\omega^2c}}.
\end{equation}

The angular frequency is

\begin{equation}
 \omega=2\pi(50)=314.16\,\text{rad/s}.
\end{equation}

Therefore

\begin{align}
 A
 &amp;=\sqrt{\frac{2(10)}{(0.010)(314.16)^2(100)}}\\
 &amp;\simeq1.42\times10^{-2}\,\text{m}.
\end{align}

Thus

\begin{equation}
 \boxed{A\simeq14.2\,\text{mm}.}
\end{equation}

\section{Worked Example 4: Power carried by a translating pulse from its energy density}

At one location in a pure right-moving pulse, the instantaneous energy density is

\begin{equation}
 \mathcal{E}=0.12\,\text{J/m}.
\end{equation}

The pulse speed is

\begin{equation}
 c=50\,\text{m/s}.
\end{equation}

Find the instantaneous power at that event.

\subsection*{Solution}

For a pure right-moving wave,

\begin{equation}
 P=c\mathcal{E}.
\end{equation}

Therefore

\begin{align}
 P
 &amp;=(50)(0.12)\\
 &amp;=6.0\,\text{W}.
\end{align}

Hence

\begin{equation}
 \boxed{P=+6.0\,\text{W}.}
\end{equation}

If the same energy-density profile were traveling toward $-x$, the power would instead be $-6.0\,\text{W}$.

\section{Worked Example 5: Net power with two propagation directions}

At one event in a two-direction wave field, suppose

\begin{equation}
 T=50\,\text{N},
 \qquad
 c=40\,\text{m/s},
\end{equation}

and the directional profile derivatives have values

\begin{equation}
 F'=0.060,
 \qquad
 G'=0.040.
\end{equation}

Find the net power.

\subsection*{Solution}

Use

\begin{equation}
 P=Tc\left([F']^2-[G']^2\right).
\end{equation}

Then

\begin{align}
 P
 &amp;=(50)(40)\left[(0.060)^2-(0.040)^2\right]\\
 &amp;=2000(0.0036-0.0016)\\
 &amp;=4.0\,\text{W}.
\end{align}

Thus

\begin{equation}
 \boxed{P=+4.0\,\text{W}.}
\end{equation}

The right-moving contribution is larger than the left-moving contribution, so the net energy transport is toward $+x$.

\section{Worked Example 6: Instantaneous power in a standing wave}

Consider

\begin{equation}
 u(x,t)=B\sin(kx)\cos(\omega t)
\end{equation}

with

\begin{equation}
 T=60\,\text{N},
 \qquad
 B=0.010\,\text{m},
 \qquad
 k=\pi\,\text{rad/m},
 \qquad
 c=30\,\text{m/s}.
\end{equation}

Find the power at

\begin{equation}
 x=0.25\,\text{m}
\end{equation}

when

\begin{equation}
 \omega t=\frac{\pi}{8}.
\end{equation}

Also state the time-averaged power at that position.

\subsection*{Solution}

Because

\begin{equation}
 \omega=ck,
\end{equation}

we have

\begin{equation}
 \omega=30\pi\,\text{rad/s}.
\end{equation}

The standing-wave power is

\begin{equation}
 P=\frac{1}{4}TB^2k\omega\sin(2kx)\sin(2\omega t).
\end{equation}

At $x=0.25\,\text{m}$,

\begin{equation}
 2kx=2\pi(0.25)=\frac{\pi}{2},
\end{equation}

so

\begin{equation}
 \sin(2kx)=1.
\end{equation}

Also

\begin{equation}
 2\omega t=\frac{\pi}{4},
\end{equation}

so

\begin{equation}
 \sin(2\omega t)=\frac{\sqrt{2}}{2}.
\end{equation}

Therefore

\begin{align}
 P
 &amp;=\frac{1}{4}(60)(0.010)^2(\pi)(30\pi)
 \frac{\sqrt{2}}{2}\\
 &amp;\simeq0.314\,\text{W}.
\end{align}

Thus

\begin{equation}
 \boxed{P\simeq+0.314\,\text{W}}
\end{equation}

at this instant.

Over a complete oscillation cycle,

\begin{equation}
 \boxed{\langle P\rangle=0.}
\end{equation}

The local energy flow reverses later in the cycle, so there is no net time-averaged transport through the point.

\section{Common mistakes}

\begin{itemize}
 \item \textbf{Mistake:} dropping the minus sign in $P=-T u_xu_t$.  The sign carries propagation-direction information.
 \item \textbf{Mistake:} assuming positive displacement means positive power.  Power depends on slope and velocity, not displacement alone.
 \item \textbf{Mistake:} treating a standing wave as having zero instantaneous power everywhere.  Its time-averaged net transport is zero, but instantaneous local power can be nonzero.
 \item \textbf{Mistake:} confusing power with energy density.  Their units differ: watts versus joules per meter.
 \item \textbf{Mistake:} confusing one-dimensional power with intensity.  Intensity requires division by an area.
 \item \textbf{Mistake:} applying $P=c\mathcal{E}$ to an arbitrary superposition.  That relation holds directly for a single pure right-moving wave; a left-moving wave gives $P=-c\mathcal{E}$, and a two-direction field requires the signed difference of the directional contributions.
\end{itemize}

\section{Summary}

For an ideal stretched string, the instantaneous mechanical power crossing a fixed position is

\begin{equation}
 \boxed{P=-T u_xu_t.}
\end{equation}

Together with

\begin{equation}
 \mathcal{E}=\frac{1}{2}\mu u_t^2+\frac{1}{2}T u_x^2,
\end{equation}

it satisfies the local conservation law

\begin{equation}
 \boxed{\mathcal{E}_t+P_x=0.}
\end{equation}

For pure traveling waves,

\begin{equation}
 \boxed{P_{\rightarrow}=+c\mathcal{E},
 \qquad
 P_{\leftarrow}=-c\mathcal{E}.}
\end{equation}

For a right-moving sinusoidal wave,

\begin{equation}
 \boxed{P=T A^2k\omega\sin^2(kx-\omega t+\phi)}
\end{equation}

and

\begin{equation}
 \boxed{\langle P\rangle
 =\frac{1}{2}T A^2k\omega
 =\frac{1}{2}\mu A^2\omega^2c.}
\end{equation}

The next step is to turn these results into a systematic treatment of average power, intensity, and wave impedance.

\section*{References}

\begin{thebibliography}{9}

\bibitem{French1971}
A.~P. French,
\emph{Vibrations and Waves},
M.I.T. Introductory Physics Series,
W. W. Norton \&amp; Company, 1971.

\bibitem{Crawford1968}
Frank S. Crawford, Jr.,
\emph{Waves},
Berkeley Physics Course, Volume 3,
McGraw-Hill, 1968.

\bibitem{OpenStax164}
William Moebs, Samuel J. Ling, and Jeff Sanny,
\emph{University Physics, Volume 1},
OpenStax, 2016,
Section 16.4, ``Energy and Power of a Wave.''

\bibitem{Georgi1992}
Howard Georgi,
\emph{The Physics of Waves},
Benjamin/Cummings, 1992,
continuum and traveling-wave chapters; also distributed through MIT OpenCourseWare 8.03SC.

\bibitem{MIT803}
Massachusetts Institute of Technology,
\emph{8.03SC Physics III: Vibrations and Waves},
Fall 2016,
mechanical-wave lectures, notes, and Problem Set 5,
MIT OpenCourseWare.

\bibitem{Feynman47}
Richard P. Feynman, Robert B. Leighton, and Matthew Sands,
\emph{The Feynman Lectures on Physics, Volume I},
Chapter 47, ``Sound. The wave equation.''

\end{thebibliography}</content>
</record>
