Page Description Equation
547 resultant wave function for two waves traveling to the right with the same frequency, wavelength and amplitude, but differing in phase. \[ \begin{align*} y &=y_1+y_2 =2A\cos{\left(\frac{\phi}{2}\right)} \sin{\left(kx-\omega t+\frac{\phi}{2}\right)}\\ &\text{where}\\ y_1 &=A\sin{\left(kx-\omega t\right)}\\ y_2 &=A\sin{\left(kx-\omega t+\phi\right)} \end{align*} \]
549 path difference $\Delta r$ and phase difference $\phi$ for two sound waves with identical wavelengths, amplitudes and frequencies, following different paths $r_1$ and $r_2$ from a common origin to a common receiver, where $\Delta r=\left|r_2-r_1\right|.$ The value of $\phi$ is the phase difference at the point of the receiver where the waves come back together. \[ \Delta r=\frac{\phi}{2\pi}\lambda \]
549 constructive interference, path difference and phase difference when waves are in phase. Either condition must hold for constructive interference. The path difference implies the phase difference, but not vice versa. The intensity of the resultant wave is at a maximum. \[ \begin{align*} &\phi=2n\pi=0,2\pi,4\pi,\ldots\\ &\Delta r=\left(2n\right)\frac{\lambda}{2}=n\lambda=0,\lambda,2\lambda,3\lambda,4\lambda,\ldots \end{align*} \]
549 destructive interference, path difference and phase difference when waves are "maximally" out of phase. Either condition must hold for destructive interference. The path difference implies the phase difference, but not vice versa. The intensity of the resultant wave is at a minimum. \[ \begin{align*} &\phi=\left(2n+1\right)\pi=\pi,3\pi,5\pi,\ldots\\ &\Delta r=\left(2n+1\right)\frac{\lambda}{2}=\frac{\lambda}{2},\frac{3\lambda}{2},\frac{5\lambda}{2},\ldots \end{align*} \]
550 wave function of a standing wave. A standing wave is an oscillation pattern with a stationary outline that results from the superposition of two identical waves traveling in opposite directions. Because $y$ does not contain a function of $kx-\omega t,$ a standing wave is not a traveling wave. $2A\sin{kx}=$ amplitude of the particle at position $x$ in the standing wave. $2A=$ amplitude of the standing wave. \[ \begin{align*} y &=y_1+y_2=\left(2A\sin{kx}\right)\cos{\omega t},\\ &\text{where}\\ y_1 &=A\sin{\left(kx-\omega t\right)}\\ y_2 &=A\sin{\left(kx-\omega t\right)} \end{align*} \]
551 position of nodes in a standing wave. Nodes occur at multiples of one half wavelength. The distance between adjacent nodes is $\frac{\lambda}{2}.$ \[ x=n\frac{\lambda}{2},n=0,1,2,3,\ldots \]
551 position of antinodes in a standing wave. Antinodes occur at odd multiples of one quarter wavelength. the distance between adjacent antinodes is $\frac{\lambda}{2}.$ The distance between a node and antinode is $\frac{\lambda}{4}.$ \[ x=\left(2n-1\right)\frac{\lambda}{4},n=1,3,5,\ldots \]
554 natural frequencies of vibration of a taut string fixed at both ends and a column of air inside a pipe open at both ends. $L=$ length of string or pipe, $T=$ tension in string, $\mu=$ linear mass density of string. This equation implies that to change the frequency of a string, one must change either its tension or its length. natural frequencies form a harmonic series \[ \begin{align*} &f_n=\frac{v}{\lambda_n}=\frac{n}{2L}v=\frac{n}{2L}\sqrt{\frac{T}{\mu}},n=1,2,3,\ldots\\ &\lambda_n=\frac{2L}{n},n=1,2,3,\ldots\\ &f_1,2f_1,3f_1,\ldots\\ &\lambda_1,\frac{1}{2}\lambda_1,\frac{1}{3}\lambda_1,\ldots \end{align*} \]
561 natural frequencies of oscillation of a column of air inside a pipe open at one end and closed at the other. (Only the odd harmonics are present.) natural frequencies form a harmonic series \[ \begin{align*} &f_{2n-1}=\frac{v}{2\lambda_{2n-1}}=\frac{2n-1}{4L}v,n=1,2,3,\ldots\\ &\lambda_{2n-1}=\frac{4L}{2n-1},n=1,2,3,\ldots\\ &f_1,3f_1,5f_1,\ldots\\ &\lambda_1,\frac{1}{3}\lambda_1,\frac{1}{5}\lambda_1,\ldots \end{align*} \]
565 resultant of two waves of equal amplitude but different frequencies at a point $x=0.$ The frequency is the average of the frequencies (the argument of the second cosine without the $t$) and the amplitude is the entire expression in square brackets. Note that the amplitude and thus intensity of the resultant wave varies with time. \[ \begin{align*} y &=\left[2A\cos{2\pi\left(\frac{f_1-f_2}{2}\right)t}\right]\cos{2\pi\left(\frac{f_1+f_2}{2}\right)t}\\ &\text{where}\\ y_1 &=A\cos{\omega_1t}=A\cos{2\pi f_1t}\\ y_2 &=A\cos{\omega_2t}=A\cos{2\pi f_2t} \end{align*} \]
564-566 beat frequency. Beating is the periodic variation in intensity at a given point due to the superposition of two waves having slightly different frequencies. \[ f_b=\left|f_1-f_2\right| \]

Notes

Page Notes
Definition. An oscillating system is in resonance with some driving force whenever the frequency of the driving force matches one of the natural frequencies of the system. When the system is resonating, it responds by oscillating with a relatively large amplitude.
Definition. beating is the periodic variation in intensity at a given point due to the superposition of two waves having slightly different frequencies.
A phase difference may arise between two waves generated by the same source when they travel along paths of unequal lengths.