Standing wave

To begin, consider a string of infinite length along the x-axis that is free to be stretched transversely in the y direction.

For a harmonic wave traveling to the right along the string, the string's displacement in the y direction as a function of position x and time t is[10]

${\displaystyle y_{\text{R}}(x,t)=y_{\text{max}}\sin \left({2\pi x \over \lambda }-\omega t\right).}$

The displacement in the y-direction for an identical harmonic wave traveling to the left is

${\displaystyle y_{\text{L}}(x,t)=y_{\text{max}}\sin \left({2\pi x \over \lambda }+\omega t\right),}$

where

• y_max is the amplitude of the displacement of the string for each wave,
• ω is the angular frequency or equivalently 2π times the frequency f,
• λ is the wavelength of the wave.

For identical right- and left-traveling waves on the same string, the total displacement of the string is the sum of y_R and y_L,

${\displaystyle y(x,t)=y_{\text{R}}+y_{\text{L}}=y_{\text{max}}\sin \left({2\pi x \over \lambda }-\omega t\right)+y_{\text{max}}\sin \left({2\pi x \over \lambda }+\omega t\right).}$

Using the trigonometric sum-to-product identity ${\displaystyle \sin a+\sin b=2\sin \left({a+b \over 2}\right)\cos \left({a-b \over 2}\right)}$,

${\displaystyle y(x,t)=2y_{\text{max}}\sin \left({2\pi x \over \lambda }\right)\cos(\omega t).}$

(1)

Note that Equation (1) does not describe a traveling wave. At any position x, y(x,t) simply oscillates in time with an amplitude that varies in the x-direction as ${\displaystyle 2y_{\text{max}}\sin \left({2\pi x \over \lambda }\right)}$.[10] The animation at the beginning of this article depicts what is happening. As the left-traveling blue wave and right-traveling green wave interfere, they form the standing red wave that does not travel and instead oscillates in place.

Because the string is of infinite length, it has no boundary condition for its displacement at any point along the x-axis. As a result, a standing wave can form at any frequency.

At locations on the x-axis that are even multiples of a quarter wavelength,

${\displaystyle x=\ldots ,-{3\lambda \over 2},\;-\lambda ,\;-{\lambda \over 2},\;0,\;{\lambda \over 2},\;\lambda ,\;{3\lambda \over 2},\ldots }$

the amplitude is always zero. These locations are called nodes. At locations on the x-axis that are odd multiples of a quarter wavelength

${\displaystyle x=\ldots ,-{5\lambda \over 4},\;-{3\lambda \over 4},\;-{\lambda \over 4},\;{\lambda \over 4},\;{3\lambda \over 4},\;{5\lambda \over 4},\ldots }$

the amplitude is maximal, with a value of twice the amplitude of the right- and left-traveling waves that interfere to produce this standing wave pattern. These locations are called anti-nodes. The distance between two consecutive nodes or anti-nodes is half the wavelength, λ/2.

Next, consider a string with fixed ends at x = 0 and x = L. The string will have some damping as it is stretched by traveling waves, but assume the damping is very small. Suppose that at the x = 0 fixed end a sinusoidal force is applied that drives the string up and down in the y-direction with a small amplitude at some frequency f. In this situation, the driving force produces a right-traveling wave. That wave reflects off the right fixed end and travels back to the left, reflects again off the left fixed end and travels back to the right, and so on. Eventually, a steady state is reached where the string has identical right- and left-traveling waves as in the infinite-length case and the power dissipated by damping in the string equals the power supplied by the driving force so the waves have constant amplitude.

Equation (1) still describes the standing wave pattern that can form on this string, but now Equation (1) is subject to boundary conditions where y = 0 at x = 0 and x = L because the string is fixed at x = L and because we assume the driving force at the fixed x = 0 end has small amplitude. Checking the values of y at the two ends,

${\displaystyle y(0,t)=0,}$

${\displaystyle y(L,t)=2y_{\text{max}}\sin \left({2\pi L \over \lambda }\right)\cos(\omega t)=0.}$

Standing waves in a string – the fundamental mode and the first 5 harmonics.

This boundary condition is in the form of the Sturm–Liouville formulation. The latter boundary condition is satisfied when ${\displaystyle \sin \left({2\pi L \over \lambda }\right)=0}$. L is given, so the boundary condition restricts the wavelength of the standing waves to[11]

${\displaystyle \lambda ={\frac {2L}{n}},}$

(2)

${\displaystyle n=1,2,3,\ldots }$

Waves can only form standing waves on this string if they have a wavelength that satisfies this relationship with L. If waves travel with speed v along the string, then equivalently the frequency of the standing waves is restricted to[11][12]

${\displaystyle f={\frac {v}{\lambda }}={\frac {nv}{2L}}.}$

The standing wave with n = 1 oscillates at the fundamental frequency and has a wavelength that is twice the length of the string. Higher integer values of n correspond to modes of oscillation called harmonics or overtones. Any standing wave on the string will have n + 1 nodes including the fixed ends and n anti-nodes.

To compare this example's nodes to the description of nodes for standing waves in the infinite length string, note that Equation (2) can be rewritten as

${\displaystyle \lambda ={\frac {4L}{n}},}$

${\displaystyle n=2,4,6,\ldots }$

In this variation of the expression for the wavelength, n must be even. Cross multiplying we see that because L is a node, it is an even multiple of a quarter wavelength,

${\displaystyle L={\frac {n\lambda }{4}},}$

${\displaystyle n=2,4,6,\ldots }$

This example demonstrates a type of resonance and the frequencies that produce standing waves can be referred to as resonant frequencies.[11][13][14]

Transient analysis of a damped traveling wave reflecting at a boundary

Next, consider the same string of length L, but this time it is only fixed at x = 0. At x = L, the string is free to move in the y direction. For example, the string might be tied at x = L to a ring that can slide freely up and down a pole. The string again has small damping and is driven by a small driving force at x = 0.

In this case, Equation (1) still describes the standing wave pattern that can form on the string, and the string has the same boundary condition of y = 0 at x = 0. However, at x = L where the string can move freely there should be an anti-node with maximal amplitude of y. Equivalently, this boundary condition of the "free end" can be stated as ∂y/∂x = 0 at x = L, which is in the form of the Sturm–Liouville formulation. The intuition for this boundary condition ∂y/∂x = 0 at x = L is that the motion of the "free end" will follow that of the point to its left.

Reviewing Equation (1), for x = L the largest amplitude of y occurs when ∂y/∂x = 0, or

${\displaystyle \cos \left({2\pi L \over \lambda }\right)=0.}$

This leads to a different set of wavelengths than in the two-fixed-ends example. Here, the wavelength of the standing waves is restricted to

${\displaystyle \lambda ={\frac {4L}{n}},}$

${\displaystyle n=1,3,5,\ldots }$

Equivalently, the frequency is restricted to

${\displaystyle f={\frac {nv}{4L}}.}$

Note that in this example n only takes odd values. Because L is an anti-node, it is an odd multiple of a quarter wavelength. Thus the fundamental mode in this example only has one quarter of a complete sine cycle–zero at x = 0 and the first peak at x = L–the first harmonic has three quarters of a complete sine cycle, and so on.

This example also demonstrates a type of resonance and the frequencies that produce standing waves are called resonant frequencies.

Consider a standing wave in a pipe of length L. The air inside the pipe serves as the medium for longitudinal sound waves traveling to the right or left through the pipe. While the transverse waves on the string from the previous examples vary in their displacement perpendicular to the direction of wave motion, the waves traveling through the air in the pipe vary in terms of their pressure and longitudinal displacement along the direction of wave motion. The wave propagates by alternately compressing and expanding air in segments of the pipe, which displaces the air slightly from its rest position and transfers energy to neighboring segments through the forces exerted by the alternating high and low air pressures.[15] Equations resembling those for the wave on a string can be written for the change in pressure Δp due to a right- or left-traveling wave in the pipe.

${\displaystyle \Delta p_{\text{R}}(x,t)=p_{\text{max}}\sin \left({2\pi x \over \lambda }-\omega t\right),}$

${\displaystyle \Delta p_{\text{L}}(x,t)=p_{\text{max}}\sin \left({2\pi x \over \lambda }+\omega t\right),}$

where

• p_max is the pressure amplitude or the maximum increase or decrease in air pressure due to each wave,
• ω is the angular frequency or equivalently 2π times the frequency f,
• λ is the wavelength of the wave.

If identical right- and left-traveling waves travel through the pipe, the resulting superposition is described by the sum

${\displaystyle \Delta p(x,t)=\Delta p_{\text{R}}(x,t)+\Delta p_{\text{L}}(x,t)=2p_{\text{max}}\sin \left({2\pi x \over \lambda }\right)\cos(\omega t).}$

Note that this formula for the pressure is of the same form as Equation (1), so a stationary pressure wave forms that is fixed in space and oscillates in time.

If the end of a pipe is closed, the pressure is maximal since the closed end of the pipe exerts a force that restricts the movement of air. This corresponds to a pressure anti-node (which is a node for molecular motions, because the molecules near the closed end can't move). If the end of the pipe is open, the pressure variations are very small, corresponding to a pressure node (which is an anti-node for molecular motions, because the molecules near the open end can move freely).[16][17] The exact location of the pressure node at an open end is actually slightly beyond the open end of the pipe, so the effective length of the pipe for the purpose of determining resonant frequencies is slightly longer than its physical length.[18] This difference in length is ignored in this example. In terms of reflections, open ends partially reflect waves back into the pipe, allowing some energy to be released into the outside air. Ideally, closed ends reflect the entire wave back in the other direction.[18][19]

First consider a pipe that is open at both ends, for example an open organ pipe or a recorder. Given that the pressure must be zero at both open ends, the boundary conditions are analogous to the string with two fixed ends,

${\displaystyle \Delta p(0,t)=0,}$

${\displaystyle \Delta p(L,t)=2p_{\text{max}}\sin \left({2\pi L \over \lambda }\right)\cos(\omega t)=0,}$

which only occurs when the wavelength of standing waves is[18]

${\displaystyle \lambda ={\frac {2L}{n}},}$

${\displaystyle n=1,2,3,\ldots ,}$

or equivalently when the frequency is[18][20]

${\displaystyle f={\frac {nv}{2L}},}$

where v is the speed of sound.

Next, consider a pipe that is open at x = 0 (and therefore has a pressure node) and closed at x = L (and therefore has a pressure anti-node). The closed "free end" boundary condition for the pressure at x = L can be stated as ∂(Δp)/∂x = 0, which is in the form of the Sturm–Liouville formulation. The intuition for this boundary condition ∂(Δp)/∂x = 0 at x = L is that the pressure of the closed end will follow that of the point to its left. Examples of this setup include a bottle and a clarinet. This pipe has boundary conditions analogous to the string with only one fixed end. Its standing waves have wavelengths restricted to[18]

${\displaystyle \lambda ={\frac {4L}{n}},}$

${\displaystyle n=1,3,5,\ldots ,}$

or equivalently the frequency of standing waves is restricted to[21][20]

${\displaystyle f={\frac {nv}{4L}}.}$

Note that for the case where one end is closed, n only takes odd values just like in the case of the string fixed at only one end.

Molecular representation of a standing wave with n = 2 for a pipe that is closed at both ends. Considering longitudinal displacement, note that the molecules at the ends and the molecules in the middle are not displaced by the wave, representing nodes of longitudinal displacement. Halfway between the nodes there are longitudinal displacement anti-nodes where molecules are maximally displaced. Considering pressure, note that the molecules are maximally compressed and expanded at the ends and in the middle, representing pressure anti-nodes. Halfway between the anti-nodes are pressure nodes where the molecules are neither compressed nor expanded as they move.

So far, the wave has been written in terms of its pressure as a function of position x and time. Alternatively, the wave can be written in terms of its longitudinal displacement of air, where air in a segment of the pipe moves back and forth slightly in the x-direction as the pressure varies and waves travel in either or both directions. The change in pressure Δp and longitudinal displacement s are related as[22]

${\displaystyle \Delta p=-\rho v^{2}{\frac {\partial s}{\partial x}},}$

where ρ is the density of the air. In terms of longitudinal displacement, closed ends of pipes correspond to nodes since air movement is restricted and open ends correspond to anti-nodes since the air is free to move.[18][23] A similar, easier to visualize phenomenon occurs in longitudinal waves propagating along a spring.[24]

We can also consider a pipe that is closed at both ends. In this case, both ends will be pressure anti-nodes or equivalently both ends will be displacement nodes. This example is analogous to the case where both ends are open, except the standing wave pattern has a π⁄2 phase shift along the x-direction to shift the location of the nodes and anti-nodes. For example, the longest wavelength that resonates–the fundamental mode–is again twice the length of the pipe, except that the ends of the pipe have pressure anti-nodes instead of pressure nodes. Between the ends there is one pressure node. In the case of two closed ends, the wavelength is again restricted to

${\displaystyle \lambda ={\frac {2L}{n}},}$

${\displaystyle n=1,2,3,\ldots ,}$

and the frequency is again restricted to

${\displaystyle f={\frac {nv}{2L}}.}$

A Rubens tube provides a way to visualize the pressure variations of the standing waves in a tube with two closed ends.[25]

Next, consider transverse waves that can move along a two dimensional surface within a rectangular boundary of length L_x in the x-direction and length L_y in the y-direction. Examples of this type of wave are water waves in a pool or waves on a rectangular sheet that has been pulled taut. The waves displace the surface in the z-direction, with z = 0 defined as the height of the surface when it is still.

In two dimensions and Cartesian coordinates, the wave equation is

${\displaystyle {\frac {\partial ^{2}z}{\partial t^{2}}}\;=\;c^{2}\left({\frac {\partial ^{2}z}{\partial x^{2}}}+{\frac {\partial ^{2}z}{\partial y^{2}}}\right),}$

where

• z(x,y,t) is the displacement of the surface,
• c is the speed of the wave.

To solve this differential equation, let's first solve for its Fourier transform, with

${\displaystyle Z(x,y,\omega )=\int _{-\infty }^{\infty }z(x,y,t)e^{-i\omega t}dt.}$

Taking the Fourier transform of the wave equation,

${\displaystyle {\frac {\partial ^{2}Z}{\partial x^{2}}}+{\frac {\partial ^{2}Z}{\partial y^{2}}}=-{\frac {\omega ^{2}}{c^{2}}}Z(x,y,\omega ).}$

This is an eigenvalue problem where the frequencies correspond to eigenvalues that then correspond to frequency-specific modes or eigenfunctions. Specifically, this is a form of the Helmholtz equation and it can be solved using separation of variables.[26] Assume

${\displaystyle Z=X(x)Y(y).}$

Dividing the Helmholtz equation by Z,

${\displaystyle {\frac {1}{X(x)}}{\frac {\partial ^{2}X}{\partial x^{2}}}+{\frac {1}{Y(y)}}{\frac {\partial ^{2}Y}{\partial y^{2}}}+{\frac {\omega ^{2}}{c^{2}}}=0.}$

This leads to two coupled ordinary differential equations. The x term equals a constant with respect to x that we can define as

${\displaystyle {\frac {1}{X(x)}}{\frac {\partial ^{2}X}{\partial x^{2}}}=(ik_{x})^{2}.}$

Solving for X(x),

${\displaystyle X(x)=A_{k_{x}}e^{ik_{x}x}+B_{k_{x}}e^{-ik_{x}x}.}$

This x-dependence is sinusoidal–recalling Euler's formula–with constants A_kx and B_kx determined by the boundary conditions. Likewise, the y term equals a constant with respect to y that we can define as

${\displaystyle {\frac {1}{Y(y)}}{\frac {\partial ^{2}Y}{\partial y^{2}}}=(ik_{y})^{2}=k_{x}^{2}-{\frac {\omega ^{2}}{c^{2}}},}$

and the dispersion relation for this wave is therefore

${\displaystyle \omega =c{\sqrt {k_{x}^{2}+k_{y}^{2}}}.}$

Solving the differential equation for the y term,

${\displaystyle Y(y)=C_{k_{y}}e^{ik_{y}y}+D_{k_{y}}e^{-ik_{y}y}.}$

Multiplying these functions together and applying the inverse Fourier transform, z(x,y,t) is a superposition of modes where each mode is the product of sinusoidal functions for x, y, and t,

${\displaystyle z(x,y,t)\sim e^{\pm ik_{x}x}e^{\pm ik_{y}y}e^{\pm i\omega t}.}$

The constants that determine the exact sinusoidal functions depend on the boundary conditions and initial conditions. To see how the boundary conditions apply, consider an example like the sheet that has been pulled taut where z(x,y,t) must be zero all around the rectangular boundary. For the x dependence, z(x,y,t) must vary in a way that it can be zero at both x = 0 and x = L_x for all values of y and t. As in the one dimensional example of the string fixed at both ends, the sinusoidal function that satisfies this boundary condition is

${\displaystyle \sin {k_{x}x},}$

with k_x restricted to

${\displaystyle k_{x}={\frac {n\pi }{L_{x}}},\quad n=1,2,3,\dots }$

Likewise, the y dependence of z(x,y,t) must be zero at both y = 0 and y = L_y, which is satisfied by

${\displaystyle \sin {k_{y}y},\quad k_{y}={\frac {m\pi }{L_{y}}},\quad m=1,2,3,\dots }$

Restricting the wave numbers to these values also restricts the frequencies that resonate to

${\displaystyle \omega =c\pi {\sqrt {\left({\frac {n}{L_{x}}}\right)^{2}+\left({\frac {m}{L_{y}}}\right)^{2}}}.}$

If the initial conditions for z(x,y,0) and its time derivative ż(x,y,0) are chosen so the t-dependence is a cosine function, then standing waves for this system take the form

${\displaystyle z(x,y,t)=z_{\text{max}}\sin \left({\frac {n\pi x}{L_{x}}}\right)\sin \left({\frac {m\pi y}{L_{y}}}\right)\cos \left(\omega t\right).}$

${\displaystyle n=1,2,3,\dots \quad m=1,2,3,\dots }$

So, standing waves inside this fixed rectangular boundary oscillate in time at certain resonant frequencies parameterized by the integers n and m. As they oscillate in time, they do not travel and their spatial variation is sinusoidal in both the x- and y-directions such that they satisfy the boundary conditions. The fundamental mode, n = 1 and m = 1, has a single antinode in the middle of the rectangle. Varying n and m gives complicated but predictable two-dimensional patterns of nodes and antinodes inside the rectangle.[27]

Note from the dispersion relation that in certain situations different modes–meaning different combinations of n and m–may resonate at the same frequency even though they have different shapes for their x- and y-dependence. For example, if the boundary is square, L_x = L_y, the modes n = 1 and m = 7, n = 7 and m = 1, and n = 5 and m = 5 all resonate at

${\displaystyle \omega ={\frac {c\pi }{L_{x}}}{\sqrt {50}}.}$

Recalling that ω determines the eigenvalue in the Helmholtz equation above, the number of modes corresponding to each frequency relates to the frequency's multiplicity as an eigenvalue.

Standing waves are also observed in physical media such as strings and columns of air. Any waves traveling along the medium will reflect back when they reach the end. This effect is most noticeable in musical instruments where, at various multiples of a vibrating string or air column's natural frequency, a standing wave is created, allowing harmonics to be identified. Nodes occur at fixed ends and anti-nodes at open ends. If fixed at only one end, only odd-numbered harmonics are available. At the open end of a pipe the anti-node will not be exactly at the end as it is altered by its contact with the air and so end correction is used to place it exactly. The density of a string will affect the frequency at which harmonics will be produced; the greater the density the lower the frequency needs to be to produce a standing wave of the same harmonic.

Standing waves are also observed in optical media such as optical waveguides and optical cavities. Lasers use optical cavities in the form of a pair of facing mirrors, which constitute a Fabry–Pérot interferometer. The gain medium in the cavity (such as a crystal) emits light coherently, exciting standing waves of light in the cavity.[32] The wavelength of light is very short (in the range of nanometers, 10⁻⁹ m) so the standing waves are microscopic in size. One use for standing light waves is to measure small distances, using optical flats.

Interference between X-ray beams can form an X-ray standing wave (XSW) field.[33] Because of the short wavelength of X-rays (less than 1 nanometer), this phenomenon can be exploited for measuring atomic-scale events at material surfaces. The XSW is generated in the region where an X-ray beam interferes with a diffracted beam from a nearly perfect single crystal surface or a reflection from an X-ray mirror. By tuning the crystal geometry or X-ray wavelength, the XSW can be translated in space, causing a shift in the X-ray fluorescence or photoelectron yield from the atoms near the surface. This shift can be analyzed to pinpoint the location of a particular atomic species relative to the underlying crystal structure or mirror surface. The XSW method has been used to clarify the atomic-scale details of dopants in semiconductors,[34] atomic and molecular adsorption on surfaces,[35] and chemical transformations involved in catalysis.[36]

Standing waves can be mechanically induced into a solid medium using resonance. One easy to understand example is two people shaking either end of a jump rope. If they shake in sync, the rope will form a regular pattern with nodes and antinodes and appear to be stationary, hence the name standing wave. Similarly a cantilever beam can have a standing wave imposed on it by applying a base excitation. In this case the free end moves the greatest distance laterally compared to any location along the beam. Such a device can be used as a sensor to track changes in frequency or phase of the resonance of the fiber. One application is as a measurement device for dimensional metrology.[37][38]

Standing surface waves on the Earth are observed as free oscillations of the Earth.

The Faraday wave is a non-linear standing wave at the air-liquid interface induced by hydrodynamic instability. It can be used as a liquid-based template to assemble microscale materials.[39]

A seiche is an example of a standing wave in an enclosed body of water. It is characterised by the oscillatory behaviour of the water level at either end of the body and typically has a nodal point near the middle of the body where very little change in water level is observed. It should be distinguished from a simple storm surge where no oscillation is present. In sizeable lakes, the period of such oscillations may be between minutes and hours, for example Lake Geneva's longitudinal period is 73 minutes and its transversal seiche has a period of around 10 minutes,[40] while Lake Huron can be seen to have resonances with periods between 1 and 2 hours.[41] See Lake seiches.[42][43][44]