Physics:Wave equation
The wave equation is a secondorder linear partial differential equation for the description of waves or standing wave fields such as mechanical waves (e.g. water waves, sound waves and seismic waves) or electromagnetic waves (including light waves). It arises in fields like acoustics, electromagnetism, and fluid dynamics.
This article focus on twoway waves in classical physics. Single mechanical or electromagnetic waves propagating in a predefined direction can also be described with the firstorder oneway wave equation, which is much easier to solve and also valid for inhomogeneous media. Quantum physics uses an operatorbased wave equation often as a relativistic wave equation.
Introduction
The (twoway) wave equation is a secondorder partial differential equation describing waves, including traveling and standing waves; the latter can be considered as linear superpositions of waves traveling in opposite directions. This article mostly focuses on the scalar wave equation describing waves in scalars by scalar functions u = u (x, y, z, t) of a time variable t (a variable representing time) and one or more spatial variables x, y, z (variables representing a position in a space under discussion), while there are vector wave equations describing waves in vectors such as waves for an electrical field, magnetic field, and magnetic vector potential and elastic waves. By comparison with vector wave equations, the scalar wave equation can be seen as a special case of the vector wave equations; in the Cartesian coordinate system, the scalar wave equation is the equation to be satisfied by each component (for each coordinate axis, such as the x component for the x axis) of a vector wave without sources of waves in the considered domain (i.e., a space and time). For example, in the Cartesian coordinate system, for [math]\displaystyle{ (E_x, E_y, E_z) }[/math] as the representation of an electric vector field wave [math]\displaystyle{ \vec{E} }[/math] in the absence of wave sources, each coordinate axis component [math]\displaystyle{ E_i }[/math] (i = x, y, z) must satisfy the scalar wave equation. Other scalar wave equation solutions u are for physical quantities in scalars such as pressure in a liquid or gas, or the displacement along some specific direction of particles of a vibrating solid away from their resting (equilibrium) positions.
The scalar wave equation is [math]\displaystyle{ \frac{\partial^2 u}{\partial t^2} = c^2 \left(\frac{\partial^2 u}{\partial x^2} + \frac{\partial^2 u}{\partial y^2} + \frac{\partial^2 u}{\partial z^2}\right), }[/math] where c is a fixed nonnegative real coefficient.
In other words:
 u is the factor representing a displacement from rest situation – it could be gas pressure above or below normal, or the height of water in a pond above or below rest, or something else.
 t represents time.
 [math]\displaystyle{ \frac{\partial^2 u}{\partial t^2} }[/math] is a term for how forcefully the displacement is being changed.
 x represents space or position.
 [math]\displaystyle{ \frac{\partial^2 u}{\partial x_1^2} }[/math] is a term for how the displacement is varying at the point x in one of the dimensions (like one of the axes on a graph). It is not the rate at which the displacement is changing across space, but in fact the rate at which the change itself is changing across space – its second derivative. In other words, this term shows how the displacement's changes are squashed up in a tiny surrounding area.
The equation states that at any given instance, at any given point, the way the displacement accelerates is proportional to the way the displacement's changes are squashed up in the surrounding area. Or, in even simpler terms: a more pointy displacement gets pushed back more forcefully.
Using the notations of Newtonian mechanics and vector calculus, the wave equation can be written more compactly as
[math]\displaystyle{ \ddot u = c^2 \nabla^2 u, }[/math]
where the double dot on [math]\displaystyle{ \ddot u }[/math] denotes double time derivative of u, ∇ is the nabla operator, and ∇^{2} = ∇ · ∇ is the (spatial) Laplacian operator (not vector Laplacian): [math]\displaystyle{ \ddot u = \frac{\partial^2 u}{\partial t^2}, \qquad \nabla = \left(\frac{\partial}{\partial x}, \frac{\partial}{\partial y}, \frac{\partial}{\partial z }\right), \qquad \nabla^2 = \frac{\partial^2}{\partial x^2} + \frac{\partial^2}{\partial y^2} + \frac{\partial^2}{\partial z^2}. }[/math]
An even more compact notation sometimes used in physics reads simply [math]\displaystyle{ \Box u = 0, }[/math] where all operators are combined into the d'Alembert operator (denoted by a box): [math]\displaystyle{ \Box = \frac{1}{c^2} \frac{\partial^2}{\partial t^2}  \nabla^2. }[/math]
A solution of this (twoway) wave equation can be quite complicated, but it can be analyzed as a linear combination of simple solutions that are sinusoidal plane waves with various directions of propagation and wavelengths but all with the same propagation speed c. This analysis is possible because the wave equation is linear and homogeneous, so that any multiple of a solution is also a solution, and the sum of any two solutions is again a solution. This property is called the superposition principle in physics.
The wave equation alone does not specify a physical solution; a unique solution is usually obtained by setting a problem with further conditions, such as initial conditions, which prescribe the amplitude and phase of the wave. Another important class of problems occurs in enclosed spaces specified by boundary conditions, for which the solutions represent standing waves, or harmonics, analogous to the harmonics of musical instruments.
The twoway wave equation – describing a standing wave field – is the simplest example of a secondorder hyperbolic differential equation. It and its modifications play fundamental roles in continuum mechanics, quantum mechanics, plasma physics, general relativity, geophysics, and many other scientific and technical disciplines. In the case that only the propagation of a single wave in a predefined direction is of interest, a firstorder partial differential equation – oneway wave equation – can be considered.
Wave equation in one space dimension
The wave equation in one space dimension can be written as follows: [math]\displaystyle{ \frac{\partial^2 u}{\partial t^2} = c^2 \frac{\partial^2 u}{\partial x^2}. }[/math]
This equation is typically described as having only one space dimension x, because the only other independent variable is the time t. Nevertheless, the dependent variable u may represent a second space dimension, if, for example, the displacement u takes place in y direction, as in the case of a string that is located in the xy plane.
Derivation of the wave equation
The wave equation in one space dimension can be derived in a variety of different physical settings. Most famously, it can be derived for the case of a string vibrating in a twodimensional plane, with each of its elements being pulled in opposite directions by the force of tension.^{[2]}
Another physical setting for derivation of the wave equation in one space dimension uses Hooke's law. In the theory of elasticity, Hooke's law is an approximation for certain materials, stating that the amount by which a material body is deformed (the strain) is linearly related to the force causing the deformation (the stress).
From Hooke's law
The wave equation in the onedimensional case can be derived from Hooke's law in the following way: imagine an array of little weights of mass m interconnected with massless springs of length h. The springs have a spring constant of k:
Here the dependent variable u(x) measures the distance from the equilibrium of the mass situated at x, so that u(x) essentially measures the magnitude of a disturbance (i.e. strain) that is traveling in an elastic material. The resulting force exerted on the mass m at the location x + h is: [math]\displaystyle{ \begin{align} F_\text{Hooke} &= F_{x+2h}  F_x = k [u(x + 2h, t)  u(x + h, t)]  k[u(x + h,t)  u(x, t)]. \end{align} }[/math]
By equating the latter equation with
[math]\displaystyle{ \begin{align} F_\text{Newton} &= m \, a(t) = m \, \frac{\partial^2}{\partial t^2} u(x + h, t), \end{align} }[/math]
the equation of motion for the weight at the location x + h is obtained: [math]\displaystyle{ \frac{\partial^2}{\partial t^2} u(x + h, t) = \frac{k}{m} [u(x + 2h, t)  u(x + h, t)  u(x + h, t) + u(x, t)]. }[/math] If the array of weights consists of N weights spaced evenly over the length L = Nh of total mass M = Nm, and the total spring constant of the array K = k/N, we can write the above equation as
[math]\displaystyle{ \frac{\partial^2}{\partial t^2} u(x + h, t) = \frac{KL^2}{M} \frac{u(x + 2h, t)  2u(x + h, t) + u(x, t)}{h^2}. }[/math]
Taking the limit N → ∞, h → 0 and assuming smoothness, one gets [math]\displaystyle{ \frac{\partial^2 u(x, t)}{\partial t^2} = \frac{KL^2}{M} \frac{\partial^2 u(x, t)}{\partial x^2}, }[/math] which is from the definition of a second derivative. KL^{2}/M is the square of the propagation speed in this particular case.
Stress pulse in a bar
In the case of a stress pulse propagating longitudinally through a bar, the bar acts much like an infinite number of springs in series and can be taken as an extension of the equation derived for Hooke's law. A uniform bar, i.e. of constant crosssection, made from a linear elastic material has a stiffness K given by [math]\displaystyle{ K = \frac{EA}{L}, }[/math] where A is the crosssectional area, and E is the Young's modulus of the material. The wave equation becomes [math]\displaystyle{ \frac{\partial^2 u(x, t)}{\partial t^2} = \frac{EAL}{M} \frac{\partial^2 u(x, t)}{\partial x^2}. }[/math]
AL is equal to the volume of the bar, and therefore [math]\displaystyle{ \frac{AL}{M} = \frac{1}{\rho}, }[/math] where ρ is the density of the material. The wave equation reduces to [math]\displaystyle{ \frac{\partial^2 u(x, t)}{\partial t^2} = \frac{E}{\rho} \frac{\partial^2 u(x, t)}{\partial x^2}. }[/math]
The speed of a stress wave in a bar is therefore [math]\displaystyle{ \sqrt{E/\rho} }[/math].
General solution
Algebraic approach
The onedimensional wave equation is unusual for a partial differential equation in that a relatively simple general solution may be found. Defining new variables^{[3]} [math]\displaystyle{ \begin{align} \xi &= x  c t, \\ \eta &= x + c t \end{align} }[/math] changes the wave equation into [math]\displaystyle{ \frac{\partial^2 u}{\partial \xi \partial \eta}(x, t) = 0, }[/math] which leads to the general solution [math]\displaystyle{ u(x, t) = F(\xi) + G(\eta), }[/math] or equivalently, [math]\displaystyle{ u(x, t) = F(x  c t) + G(x + c t). }[/math]
In other words, solutions of the 1D wave equation are sums of a righttraveling function F and a lefttraveling function G. "Traveling" means that the shape of these individual arbitrary functions with respect to x stays constant, however, the functions are translated left and right with time at the speed c. This was derived by Jean le Rond d'Alembert.^{[4]}
Another way to arrive at this result is to factor the wave equation using two firstorder differential operators: [math]\displaystyle{ \left[\frac{\partial}{\partial t}  c\frac{\partial}{\partial x}\right] \left[\frac{\partial}{\partial t} + c\frac{\partial}{\partial x}\right] u = 0. }[/math] Note that these operators are the ones used in the oneway wave equations:[math]\displaystyle{ \frac{\partial w}{\partial t}  c\frac{\partial w}{\partial x} = 0, \qquad \frac{\partial w}{\partial t} + c\frac{\partial w}{\partial x} = 0. }[/math]
Then, for our original equation, we can define [math]\displaystyle{ v \equiv \frac{\partial u}{\partial t} + c\frac{\partial u}{\partial x}, }[/math] and find that we must have [math]\displaystyle{ \frac{\partial v}{\partial t}  c\frac{\partial v}{\partial x} = 0. }[/math]
This oneway wave equation can be solved by interpreting it as telling us that the directional derivative of v in the (1, c) direction is 0. This means that the value of v is constant on characteristic lines of the form x + ct = x_{0}, and thus that v must depend only on x + ct, that is, have the form H(x + ct). Then, to solve the first (inhomogenous) oneway wave equation relating v to u, we can note that its homogenous solution must be a function of the form F(x  ct), by logic similar to the above. Guessing a particular solution of the form G(x + ct), we find that
[math]\displaystyle{ \left[\frac{\partial}{\partial t} + c\frac{\partial}{\partial x}\right] G(x + ct) = H(x + ct). }[/math]
Expanding out the left side, rearranging terms, then using the change of variables s = x + ct simplifies the equation to
[math]\displaystyle{ G'(s) = \frac{H(s)}{2c}. }[/math]
This means we can find a particular solution G of the desired form by integration. Thus, we have again shown that u obeys u(x, t) = F(x  ct) + G(x + ct) via oneway wave equations.^{[5]} Note that since the oneway wave differential operators commute for analytic functions by Clairaut's theorem, we could have equivalently set up our system of oneway wave equations so that we solved them in the opposite order.
The usual secondorder wave equation is sometimes called the "twoway wave equation" (superposition of two waves) to distinguish it from the firstorder oneway wave equation describing the wave propagation of a single wave in a predefined direction.
For an initialvalue problem, the arbitrary functions F and G can be determined to satisfy initial conditions: [math]\displaystyle{ u(x, 0) = f(x), }[/math][math]\displaystyle{ u_t(x, 0) = g(x). }[/math]
The result is d'Alembert's formula: [math]\displaystyle{ u(x, t) = \frac{f(x  ct) + f(x + ct)}{2} + \frac{1}{2c} \int_{xct}^{x+ct} g(s) \, ds. }[/math]
In the classical sense, if f(x) ∈ C^{k}, and g(x) ∈ C^{k−1}, then u(t, x) ∈ C^{k}. However, the waveforms F and G may also be generalized functions, such as the deltafunction. In that case, the solution may be interpreted as an impulse that travels to the right or the left.
The basic wave equation is a linear differential equation, and so it will adhere to the superposition principle. This means that the net displacement caused by two or more waves is the sum of the displacements which would have been caused by each wave individually. In addition, the behavior of a wave can be analyzed by breaking up the wave into components, e.g. the Fourier transform breaks up a wave into sinusoidal components.
Planewave eigenmodes
Another way to solve the onedimensional wave equation is to first analyze its frequency eigenmodes. A socalled eigenmode is a solution that oscillates in time with a welldefined constant angular frequency ω, so that the temporal part of the wave function takes the form e^{−iωt} = cos(ωt) − i sin(ωt), and the amplitude is a function f(x) of the spatial variable x, giving a separation of variables for the wave function: [math]\displaystyle{ u_\omega(x, t) = e^{i\omega t} f(x). }[/math]
This produces an ordinary differential equation for the spatial part f(x): [math]\displaystyle{ \frac{\partial^2 u_\omega }{\partial t^2} = \frac{\partial^2}{\partial t^2} \left(e^{i\omega t} f(x)\right) = \omega^2 e^{i\omega t} f(x) = c^2 \frac{\partial^2}{\partial x^2} \left(e^{i\omega t} f(x)\right). }[/math]
Therefore, [math]\displaystyle{ \frac{d^2}{dx^2}f(x) = \left(\frac{\omega}{c}\right)^2 f(x), }[/math] which is precisely an eigenvalue equation for f(x), hence the name eigenmode. Known as the Helmholtz equation, it has the wellknown planewave solutions [math]\displaystyle{ f(x) = A e^{\pm ikx}, }[/math] with wave number k = ω/c.
The total wave function for this eigenmode is then the linear combination [math]\displaystyle{ u_\omega(x, t) = e^{i\omega t} \left(A e^{ikx} + B e^{ikx}\right) = A e^{i (kx + \omega t)} + B e^{i (kx  \omega t)}, }[/math] where complex numbers A, B depend in general on any initial and boundary conditions of the problem.
Eigenmodes are useful in constructing a full solution to the wave equation, because each of them evolves in time trivially with the phase factor [math]\displaystyle{ e^{i\omega t}, }[/math] so that a full solution can be decomposed into an eigenmode expansion: [math]\displaystyle{ u(x, t) = \int_{\infty}^\infty s(\omega) u_\omega(x, t) \, d\omega, }[/math] or in terms of the plane waves, [math]\displaystyle{ \begin{align} u(x, t) &= \int_{\infty}^\infty s_+(\omega) e^{i(kx+\omega t)} \, d\omega + \int_{\infty}^\infty s_(\omega) e^{i(kx\omega t)} \, d\omega \\ &= \int_{\infty}^\infty s_+(\omega) e^{ik(x+ct)} \, d\omega + \int_{\infty}^\infty s_(\omega) e^{ik (xct)} \, d\omega \\ &= F(x  ct) + G(x + ct), \end{align} }[/math] which is exactly in the same form as in the algebraic approach. Functions s_{±}(ω) are known as the Fourier component and are determined by initial and boundary conditions. This is a socalled frequencydomain method, alternative to direct timedomain propagations, such as FDTD method, of the wave packet u(x, t), which is complete for representing waves in absence of time dilations. Completeness of the Fourier expansion for representing waves in the presence of time dilations has been challenged by chirp wave solutions allowing for time variation of ω.^{[6]} The chirp wave solutions seem particularly implied by very large but previously inexplicable radar residuals in the flyby anomaly and differ from the sinusoidal solutions in being receivable at any distance only at proportionally shifted frequencies and time dilations, corresponding to past chirp states of the source.
Vectorial wave equation in three space dimensions
The vectorial wave equation (from which the scalar wave equation can be directly derived) can be obtained by applying a force equilibrium to an infinitesimal volume element. In a homogeneous continuum (cartesian coordinate [math]\displaystyle{ \mathbf{x} }[/math]) with a constant modulus of elasticity [math]\displaystyle{ E }[/math] a vectorial, elastic deflection [math]\displaystyle{ \mathbf{u}(\mathbf{x}, t) }[/math] causes the stress tensor [math]\displaystyle{ \mathbf{T} = E \nabla \mathbf{u} }[/math]. The local equilibrium of a) the tension force [math]\displaystyle{ \operatorname{div} \mathbf{T} = \nabla\cdot(E \nabla \mathbf{u}) = E \Delta\mathbf{u} }[/math] due to deflection [math]\displaystyle{ \mathbf{u} }[/math] and b) the inertial force [math]\displaystyle{ \rho \partial^2\mathbf{u}/\partial t^2 }[/math] caused by the local acceleration [math]\displaystyle{ \partial^2\mathbf{u} / \partial t^2 }[/math] can be written as [math]\displaystyle{ \rho \frac{\partial^2 \mathbf{u}}{\partial t^2}  E \Delta \mathbf{u} = \mathbf{0}. }[/math] By merging density [math]\displaystyle{ \rho }[/math] and elasticity module [math]\displaystyle{ E, }[/math] the sound velocity [math]\displaystyle{ c = \sqrt{E/\rho} }[/math] results (material law). After insertion, follows the wellknown governing wave equation for a homogeneous medium:^{[7]} [math]\displaystyle{ \frac{\partial^2 \mathbf{u}}{\partial t^2}  c^2 \Delta \mathbf{u} = \boldsymbol{0}. }[/math] (Note: Instead of vectorial [math]\displaystyle{ \mathbf{u}(\mathbf{x}, t), }[/math] only scalar [math]\displaystyle{ u(x, t) }[/math] can be used, i.e. waves are travelling only along the [math]\displaystyle{ x }[/math] axis, and the scalar wave equation follows as [math]\displaystyle{ \frac{\partial^2 u}{\partial t^2}  c^2 \frac{\partial^2 u}{\partial x^2} = 0 }[/math].)
The above vectorial partial differential equation of the 2nd order delivers two mutually independent solutions. From the quadratic velocity term [math]\displaystyle{ c^2 = (+c)^2 = (c)^2 }[/math] can be seen that there are two waves travelling in opposite directions [math]\displaystyle{ +c }[/math] and [math]\displaystyle{ c }[/math] are possible, hence results the designation “twoway wave equation”. It can be shown for plane longitudinal wave propagation that the synthesis of two oneway wave equations leads to a general twoway wave equation. For [math]\displaystyle{ \nabla\mathbf{c} = \mathbf{0}, }[/math] special twowave equation with the d'Alembert operator results:^{[8]} [math]\displaystyle{ \left(\frac{\partial}{\partial t}  \mathbf{c} \cdot \nabla\right)\left(\frac{\partial}{\partial t} + \mathbf{c} \cdot \nabla \right) \mathbf{u} = \left(\frac{\partial^2}{\partial t^2} + (\mathbf{c} \cdot \nabla) \mathbf{c} \cdot \nabla\right) \mathbf{u} = \left(\frac{\partial^2}{\partial t^2} + (\mathbf{c} \cdot \nabla)^2\right) \mathbf{u} = \mathbf{0}. }[/math] For [math]\displaystyle{ \nabla \mathbf{c} = \mathbf{0}, }[/math] this simplifies to [math]\displaystyle{ \left(\frac{\partial^2}{\partial t^2} + c^2\Delta\right) \mathbf{u} = \mathbf{0}. }[/math] Therefore, the vectorial 1storder oneway wave equation with waves travelling in a predefined propagation direction [math]\displaystyle{ \mathbf{c} }[/math] results^{[9]} as [math]\displaystyle{ \frac{\partial \mathbf{u}}{\partial t}  \mathbf{c} \cdot \nabla \mathbf{u} = \mathbf{0}. }[/math]
Scalar wave equation in three space dimensions
A solution of the initialvalue problem for the wave equation in three space dimensions can be obtained from the corresponding solution for a spherical wave. The result can then be also used to obtain the same solution in two space dimensions.
Spherical waves
The wave equation can be solved using the technique of separation of variables. To obtain a solution with constant frequencies, let us first Fouriertransform the wave equation in time as [math]\displaystyle{ \Psi(\mathbf{r}, t) = \int_{\infty}^\infty \Psi(\mathbf{r}, \omega) e^{i\omega t} \, d\omega, }[/math]
so we get [math]\displaystyle{ \left(\nabla^2 + \frac{\omega^2}{c^2}\right) \Psi(\mathbf{r}, \omega) = 0. }[/math]
This is the Helmholtz equation and can be solved using separation of variables. If spherical coordinates are used to describe a problem, then the solution to the angular part of the Helmholtz equation is given by spherical harmonics, and the radial equation now becomes^{[10]} [math]\displaystyle{ \left[\frac{d^2}{dr^2} + \frac{2}{r} \frac{d}{dr} + k^2  \frac{l(l + 1)}{r^2}\right] f_l(r) = 0. }[/math]
Here k ≡ ω/c, and the complete solution is now given by [math]\displaystyle{ \Psi(\mathbf{r}, \omega) = \sum_{lm} \left[A_{lm}^{(1)} h_l^{(1)}(kr) + A_{lm}^{(2)} h_l^{(2)}(kr)\right] Y_{lm}(\theta, \phi), }[/math] where h(1)l(kr) and h(2)l(kr) are the spherical Hankel functions.
Example
To gain a better understanding of the nature of these spherical waves, let us go back and look at the case when l = 0. In this case, there is no angular dependence, and the amplitude depends only on the radial distance i.e. Ψ(r, t) → u(r, t). In this case, the wave equation reduces to [math]\displaystyle{ \left(\nabla^2  \frac{1}{c^2} \frac{\partial^2 }{\partial t^2}\right) \Psi(\mathbf{r}, t) = 0, }[/math] or [math]\displaystyle{ \left(\frac{\partial^2}{\partial r^2} + \frac{2}{r} \frac{\partial}{\partial r}  \frac{1}{c^2} \frac{\partial^2}{\partial t^2}\right) u(r, t) = 0. }[/math]
This equation can be rewritten as [math]\displaystyle{ \frac{\partial^2(ru)}{\partial t^2}  c^2 \frac{\partial^2(ru)}{\partial r^2} = 0, }[/math] where the quantity ru satisfies the onedimensional wave equation. Therefore, there are solutions in the form [math]\displaystyle{ u(r, t) = \frac{1}{r} F(r  ct) + \frac{1}{r} G(r + ct), }[/math]
For physical examples of solutions to the 3D wave equation that possess angular dependence, see dipole radiation.
Monochromatic spherical wave
Although the word "monochromatic" is not exactly accurate, since it refers to light or electromagnetic radiation with welldefined frequency, the spirit is to discover the eigenmode of the wave equation in three dimensions. Following the derivation in the previous section on planewave eigenmodes, if we again restrict our solutions to spherical waves that oscillate in time with welldefined constant angular frequency ω, then the transformed function ru(r, t) has simply planewave solutions: [math]\displaystyle{ r u(r, t) = Ae^{i(\omega t \pm kr)}, }[/math] or [math]\displaystyle{ u(r, t) = \frac{A}{r} e^{i(\omega t \pm kr)}. }[/math]
From this we can observe that the peak intensity of the sphericalwave oscillation, characterized as the squared wave amplitude [math]\displaystyle{ I = u(r, t)^2 = \frac{A^2}{r^2}, }[/math] drops at the rate proportional to 1/r^{2}, an example of the inversesquare law.
Solution of a general initialvalue problem
The wave equation is linear in u and is left unaltered by translations in space and time. Therefore, we can generate a great variety of solutions by translating and summing spherical waves. Let φ(ξ, η, ζ) be an arbitrary function of three independent variables, and let the spherical wave form F be a delta function: that is, let F be a weak limit of continuous functions whose integral is unity, but whose support (the region where the function is nonzero) shrinks to the origin. Let a family of spherical waves have center at (ξ, η, ζ), and let r be the radial distance from that point. Thus
[math]\displaystyle{ r^2 = (x  \xi)^2 + (y  \eta)^2 + (z  \zeta)^2. }[/math]
If u is a superposition of such waves with weighting function φ, then [math]\displaystyle{ u(t, x, y, z) = \frac{1}{4\pi c} \iiint \varphi(\xi, \eta, \zeta) \frac{\delta(r  ct)}{r} \, d\xi \, d\eta \, d\zeta; }[/math] the denominator 4πc is a convenience.
From the definition of the delta function, u may also be written as [math]\displaystyle{ u(t, x, y, z) = \frac{t}{4\pi} \iint_S \varphi(x + ct\alpha, y + ct\beta, z + ct\gamma) \, d\omega, }[/math] where α, β, and γ are coordinates on the unit sphere S, and ω is the area element on S. This result has the interpretation that u(t, x) is t times the mean value of φ on a sphere of radius ct centered at x: [math]\displaystyle{ u(t, x, y, z) = t M_{ct}[\phi]. }[/math]
It follows that [math]\displaystyle{ u(0, x, y, z) = 0, \quad u_t(0, x, y, z) = \phi(x, y, z). }[/math]
The mean value is an even function of t, and hence if [math]\displaystyle{ v(t, x, y, z) = \frac{\partial}{\partial t} \big(t M_{ct}[\psi]\big), }[/math] then [math]\displaystyle{ v(0, x, y, z) = \psi(x, y, z), \quad v_t(0, x, y, z) = 0. }[/math]
These formulas provide the solution for the initialvalue problem for the wave equation. They show that the solution at a given point P, given (t, x, y, z) depends only on the data on the sphere of radius ct that is intersected by the light cone drawn backwards from P. It does not depend upon data on the interior of this sphere. Thus the interior of the sphere is a lacuna for the solution. This phenomenon is called Huygens' principle. It is true for odd numbers of space dimension, where for one dimension the integration is performed over the boundary of an interval with respect to the Dirac measure. It is not satisfied in even space dimensions. The phenomenon of lacunas has been extensively investigated in Atiyah, Bott and Gårding (1970, 1973).
Scalar wave equation in two space dimensions
In two space dimensions, the wave equation is
[math]\displaystyle{ u_{tt} = c^2 \left( u_{xx} + u_{yy} \right). }[/math]
We can use the threedimensional theory to solve this problem if we regard u as a function in three dimensions that is independent of the third dimension. If
[math]\displaystyle{ u(0,x,y)=0, \quad u_t(0,x,y) = \phi(x,y), }[/math]
then the threedimensional solution formula becomes
[math]\displaystyle{ u(t,x,y) = tM_{ct}[\phi] = \frac{t}{4\pi} \iint_S \phi(x + ct\alpha,\, y + ct\beta) \, d\omega, }[/math]
where α and β are the first two coordinates on the unit sphere, and dω is the area element on the sphere. This integral may be rewritten as a double integral over the disc D with center (x, y) and radius ct:
[math]\displaystyle{ u(t,x,y) = \frac{1}{2\pi c} \iint_D \frac{\phi(x+\xi, y +\eta)}{\sqrt{(ct)^2  \xi^2  \eta^2}} d\xi \, d\eta. }[/math]
It is apparent that the solution at (t, x, y) depends not only on the data on the light cone where [math]\displaystyle{ (x \xi)^2 + (y  \eta)^2 = c^2 t^2 , }[/math] but also on data that are interior to that cone.
Scalar wave equation in general dimension and Kirchhoff's formulae
We want to find solutions to u_{tt} − Δu = 0 for u : R^{n} × (0, ∞) → R with u(x, 0) = g(x) and u_{t}(x, 0) = h(x). See Evans for more details.
Odd dimensions
Assume n ≥ 3 is an odd integer, and g ∈ C^{m+1}(R^{n}), h ∈ C^{m}(R^{n}) for m = (n + 1)/2. Let γ_{n} = 1 × 3 × 5 × ⋯ × (n − 2) and let
[math]\displaystyle{ u(x, t) = \frac{1}{\gamma_n} \left[\partial_t \left(\frac{1}{t} \partial_t \right)^{\frac{n3}{2}} \left(t^{n2} \frac{1}{\partial B_t(x)} \int_{\partial B_t(x)} g \, dS \right) + \left(\frac{1}{t} \partial_t \right)^{\frac{n3}{2}} \left(t^{n2} \frac{1}{\partial B_t(x)} \int_{\partial B_t(x)} h \, dS \right) \right] }[/math]
Then
 [math]\displaystyle{ u \in C^2\big(\mathbf{R}^n \times [0, \infty)\big) }[/math],
 [math]\displaystyle{ u_{tt}  \Delta u = 0 }[/math] in [math]\displaystyle{ \mathbf{R}^n \times (0, \infty) }[/math],
 [math]\displaystyle{ \lim_{(x,t) \to (x^0,0)} u(x,t) = g(x^0) }[/math],
 [math]\displaystyle{ \lim_{(x,t) \to (x^0,0)} u_t(x,t) = h(x^0) }[/math].
Even dimensions
Assume n ≥ 2 is an even integer and g ∈ C^{m+1}(R^{n}), h ∈ C^{m}(R^{n}), for m = (n + 2)/2. Let γ_{n} = 2 × 4 × ⋯ × n and let
[math]\displaystyle{ u(x,t) = \frac{1}{\gamma_n} \left [\partial_t \left (\frac{1}{t} \partial_t \right )^{\frac{n2}{2}} \left (t^n \frac{1}{B_t(x)}\int_{B_t(x)} \frac{g}{(t^2  y  x^2)^{\frac{1}{2}}} dy \right ) + \left (\frac{1}{t} \partial_t \right )^{\frac{n2}{2}} \left (t^n \frac{1}{B_t(x)}\int_{B_t(x)} \frac{h}{(t^2  yx^2)^{\frac{1}{2}}} dy \right ) \right ] }[/math]
then
 u ∈ C^{2}(R^{n} × [0, ∞))
 u_{tt} − Δu = 0 in R^{n} × (0, ∞)
 [math]\displaystyle{ \lim_{(x,t)\to (x^0,0)} u(x,t) = g(x^0) }[/math]
 [math]\displaystyle{ \lim_{(x,t)\to (x^0,0)} u_t(x,t) = h(x^0) }[/math]
Problems with boundaries
One space dimension
Reflection and transmission at the boundary of two media
For an incident wave traveling from one medium (where the wave speed is c_{1}) to another medium (where the wave speed is c_{2}), one part of the wave will transmit into the second medium, while another part reflects back into the other direction and stays in the first medium. The amplitude of the transmitted wave and the reflected wave can be calculated by using the continuity condition at the boundary.
Consider the component of the incident wave with an angular frequency of ω, which has the waveform [math]\displaystyle{ u^\text{inc}(x, t) = Ae^{i(k_1 x  \omega t)},\quad A \in \C. }[/math] At t = 0, the incident reaches the boundary between the two media at x = 0. Therefore, the corresponding reflected wave and the transmitted wave will have the waveforms [math]\displaystyle{ u^\text{refl}(x, t) = Be^{i(k_1 x  \omega t)}, \quad u^\text{trans}(x, t) = Ce^{i(k_2 x  \omega t)}, \quad B, C \in \C. }[/math] The continuity condition at the boundary is [math]\displaystyle{ u^\text{inc}(0, t) + u^\text{refl}(0, t) = u^\text{trans}(0, t), \quad u_x^\text{inc}(0, t) + u_x^\text{ref}(0, t) = u_x^\text{trans}(0, t). }[/math] This gives the equations [math]\displaystyle{ A + B = C, \quad A  B = \frac{k_2}{k_1} C = \frac{c_1}{c_2} C, }[/math] and we have the reflectivity and transmissivity [math]\displaystyle{ \frac{B}{A} = \frac{c_2  c_1}{c_2 + c_1}, \quad \frac{C}{A} = \frac{2c_2}{c_2 + c_1}. }[/math] When c_{2} < c_{1}, the reflected wave has a reflection phase change of 180°, since B/A < 0. The energy conservation can be verified by [math]\displaystyle{ \frac{B^2}{c_1} + \frac{C^2}{c_2} = \frac{A^2}{c_1}. }[/math] The above discussion holds true for any component, regardless of its angular frequency of ω.
The limiting case of c_{2} = 0 corresponds to a "fixed end" that does not move, whereas the limiting case of c_{2} → ∞ corresponds to a "free end".
The Sturm–Liouville formulation
A flexible string that is stretched between two points x = 0 and x = L satisfies the wave equation for t > 0 and 0 < x < L. On the boundary points, u may satisfy a variety of boundary conditions. A general form that is appropriate for applications is
[math]\displaystyle{ \begin{align} u_x(t, 0) + a u(t, 0) &= 0, \\ u_x(t, L) + b u(t, L) &= 0, \end{align} }[/math]
where a and b are nonnegative. The case where u is required to vanish at an endpoint (i.e. "fixed end") is the limit of this condition when the respective a or b approaches infinity. The method of separation of variables consists in looking for solutions of this problem in the special form [math]\displaystyle{ u(t, x) = T(t) v(x). }[/math]
A consequence is that [math]\displaystyle{ \frac{T''}{c^2 T} = \frac{v''}{v} = \lambda. }[/math]
The eigenvalue λ must be determined so that there is a nontrivial solution of the boundaryvalue problem [math]\displaystyle{ \begin{align} v'' + \lambda v = 0,& \\ v'(0) + a v(0) &= 0, \\ v'(L) + b v(L) &= 0. \end{align} }[/math]
This is a special case of the general problem of Sturm–Liouville theory. If a and b are positive, the eigenvalues are all positive, and the solutions are trigonometric functions. A solution that satisfies squareintegrable initial conditions for u and u_{t} can be obtained from expansion of these functions in the appropriate trigonometric series.
Investigation by numerical methods
Approximating the continuous string with a finite number of equidistant mass points, one gets the following physical model:
If each mass point has the mass m, the tension of the string is f, the separation between the mass points is Δx, and u_{i}, i = 1, ..., n are the offset of these n points from their equilibrium points (i.e. their position on a straight line between the two attachment points of the string), the vertical component of the force towards point i + 1 is
[math]\displaystyle{ \frac{u_{i+1}  u_i}{\Delta x} f, }[/math] 

( ) 
and the vertical component of the force towards point i − 1 is
[math]\displaystyle{ \frac{u_{i1}  u_i}{\Delta x} f. }[/math] 

( ) 
Taking the sum of these two forces and dividing with the mass m, one gets for the vertical motion:
[math]\displaystyle{ \ddot u_i = \left(\frac{f}{m \Delta x}\right) (u_{i+1} + u_{i1}  2u_i). }[/math] 

( ) 
As the mass density is [math]\displaystyle{ \rho = \frac{m}{\Delta x}, }[/math] this can be written
[math]\displaystyle{ \ddot u_i = \left(\frac{f}{\rho(\Delta x)^2}\right) (u_{i+1} + u_{i1}  2u_i). }[/math] 

( ) 
The wave equation is obtained by letting Δx → 0, in which case u_{i}(t) takes the form u(x, t), where u(x, t) is continuous function of two variables, ü_{i} takes the form ∂^{2}u/∂t^{2}, and [math]\displaystyle{ \frac{u_{i+1} + u_{i1}  2u_i}{(\Delta x)^2} \to \frac{\partial^2 u }{\partial x^2}. }[/math]
But the discrete formulation (3) of the equation of state with a finite number of mass point is just the suitable one for a numerical propagation of the string motion. The boundary condition [math]\displaystyle{ u(0, t) = u(L, t) = 0, }[/math] where L is the length of the string, takes in the discrete formulation the form that for the outermost points u_{1} and u_{n} the equations of motion are
[math]\displaystyle{ \ddot u_1 = \left(\frac{c}{\Delta x}\right)^2 (u_2  2u_1) }[/math] 

( ) 
and
[math]\displaystyle{ \ddot u_n = \left(\frac{c}{\Delta x}\right)^2 (u_{n1}  2u_n), }[/math] 

( ) 
while for 1 < i < n
[math]\displaystyle{ \ddot u_i = \left(\frac{c}{\Delta x}\right)^2 (u_{i+1} + u_{i1}  2u_i), }[/math] 

( ) 
where c = √f/ρ.
If the string is approximated with 100 discrete mass points, one gets the 100 coupled secondorder differential equations (5), (6) and (7) or, equivalently, 200 coupled firstorder differential equations.
Propagating these up to the times [math]\displaystyle{ \frac{L}{c} k (0.05),\ k = 0, \dots, 5, }[/math] using an 8thorder multistep method, the 6 states displayed in figure are found:
The red curve is the initial state at time zero, at which the string is "let free" in a predefined shape^{[11]} with all [math]\displaystyle{ \dot{u}_i = 0 }[/math]. The blue curve is the state at time [math]\displaystyle{ \tfrac{L}{c} \cdot 0.25, }[/math] i.e. after a time that corresponds to the time a wave that is moving with the nominal wave velocity c = √f/ρ would need for one fourth of the length of the string.
The wave travels towards right with the speed c = √f/ρ without being actively constraint by the boundary conditions at the two extremes of the string. The shape of the wave is constant, i.e. the curve is indeed of the form f(x − ct).
The constraint on the right extreme starts to interfere with the motion, preventing the wave to raise the end of the string.
The direction of motion is reversed. The red, green and blue curves are the states at the times [math]\displaystyle{ \tfrac{L}{c} k \cdot 0.05,\ k = 18, \dots, 20 }[/math] while the 3 black curves correspond to the states at [math]\displaystyle{ k = 21, \dots, 23 }[/math] with the wave starting to move back towards left.
The wave now travels towards left, and the constraints at the end points are not active any more. When finally the other extreme of the string is reached, the direction will again be reversed in a way similar to what is displayed in the figure above for [math]\displaystyle{ k = 18, \dots, 23. }[/math]
Several space dimensions
The onedimensional initialboundary value theory may be extended to an arbitrary number of space dimensions. Consider a domain D in mdimensional x space, with boundary B. Then the wave equation is to be satisfied if x is in D, and t > 0. On the boundary of D, the solution u shall satisfy
[math]\displaystyle{ \frac{\partial u}{\partial n} + a u = 0, }[/math]
where n is the unit outward normal to B, and a is a nonnegative function defined on B. The case where u vanishes on B is a limiting case for a approaching infinity. The initial conditions are
[math]\displaystyle{ u(0, x) = f(x), \quad u_t(0, x) = g(x), }[/math]
where f and g are defined in D. This problem may be solved by expanding f and g in the eigenfunctions of the Laplacian in D, which satisfy the boundary conditions. Thus the eigenfunction v satisfies
[math]\displaystyle{ \nabla \cdot \nabla v + \lambda v = 0 }[/math]
in D, and
[math]\displaystyle{ \frac{\partial v}{\partial n} + a v = 0 }[/math]
on B.
In the case of two space dimensions, the eigenfunctions may be interpreted as the modes of vibration of a drumhead stretched over the boundary B. If B is a circle, then these eigenfunctions have an angular component that is a trigonometric function of the polar angle θ, multiplied by a Bessel function (of integer order) of the radial component. Further details are in Helmholtz equation.
If the boundary is a sphere in three space dimensions, the angular components of the eigenfunctions are spherical harmonics, and the radial components are Bessel functions of halfinteger order.
Inhomogeneous wave equation in one dimension
The inhomogeneous wave equation in one dimension is [math]\displaystyle{ u_{t t}(x, t)  c^2 u_{xx}(x, t) = s(x, t) }[/math] with initial conditions [math]\displaystyle{ u(x, 0) = f(x), }[/math] [math]\displaystyle{ u_t(x, 0) = g(x). }[/math]
The function s(x, t) is often called the source function because in practice it describes the effects of the sources of waves on the medium carrying them. Physical examples of source functions include the force driving a wave on a string, or the charge or current density in the Lorenz gauge of electromagnetism.
One method to solve the initialvalue problem (with the initial values as posed above) is to take advantage of a special property of the wave equation in an odd number of space dimensions, namely that its solutions respect causality. That is, for any point (x_{i}, t_{i}), the value of u(x_{i}, t_{i}) depends only on the values of f(x_{i} + ct_{i}) and f(x_{i} − ct_{i}) and the values of the function g(x) between (x_{i} − ct_{i}) and (x_{i} + ct_{i}). This can be seen in d'Alembert's formula, stated above, where these quantities are the only ones that show up in it. Physically, if the maximum propagation speed is c, then no part of the wave that cannot propagate to a given point by a given time can affect the amplitude at the same point and time.
In terms of finding a solution, this causality property means that for any given point on the line being considered, the only area that needs to be considered is the area encompassing all the points that could causally affect the point being considered. Denote the area that causally affects point (x_{i}, t_{i}) as R_{C}. Suppose we integrate the inhomogeneous wave equation over this region: [math]\displaystyle{ \iint_{R_C} \big(c^2 u_{xx}(x, t)  u_{tt}(x, t)\big) \, dx \, dt = \iint_{R_C} s(x, t) \, dx \, dt. }[/math]
To simplify this greatly, we can use Green's theorem to simplify the left side to get the following: [math]\displaystyle{ \int_{L_0 + L_1 + L_2} \big({}c^2 u_x(x, t) \, dt  u_t(x, t) \, dx\big) = \iint_{R_C} s(x, t) \, dx \, dt. }[/math]
The left side is now the sum of three line integrals along the bounds of the causality region. These turn out to be fairly easy to compute: [math]\displaystyle{ \int^{x_i + c t_i}_{x_i  c t_i} u_t(x, 0) \, dx = \int^{x_i + c t_i}_{x_i  c t_i} g(x) \, dx. }[/math]
In the above, the term to be integrated with respect to time disappears because the time interval involved is zero, thus dt = 0.
For the other two sides of the region, it is worth noting that x ± ct is a constant, namely x_{i} ± ct_{i}, where the sign is chosen appropriately. Using this, we can get the relation dx ± cdt = 0, again choosing the right sign: [math]\displaystyle{ \begin{align} \int_{L_1} \big({}c^2 u_x(x, t) \, dt  u_t(x, t) \, dx\big) &= \int_{L_1} \big(c u_x(x, t) \, dx + c u_t(x, t) \, dt \big) \\ &= c \int_{L_1} \, du(x, t) \\ &= c u(x_i, t_i)  c f(x_i + c t_i). \end{align} }[/math]
And similarly for the final boundary segment: [math]\displaystyle{ \begin{align} \int_{L_2} \big({}c^2 u_x(x, t) \, dt  u_t(x, t) \, dx\big) &= \int_{L_2} \big(c u_x(x, t) \, dx + c u_t(x, t) \, dt \big) \\ &= c \int_{L_2} \, du(x, t) \\ &= c u(x_i, t_i)  c f(x_i  c t_i). \end{align} }[/math]
Adding the three results together and putting them back in the original integral gives [math]\displaystyle{ \begin{align} \iint_{R_C} s(x, t) \, dx \, dt &=  \int^{x_i + c t_i}_{x_i  c t_i} g(x) \, dx + c u(x_i, t_i)  c f(x_i + c t_i) + c u(x_i,t_i)  c f(x_i  c t_i) \\ &= 2 c u(x_i, t_i)  c f(x_i + c t_i)  c f(x_i  c t_i)  \int^{x_i + c t_i}_{x_i  c t_i} g(x) \, dx. \end{align} }[/math]
Solving for u(x_{i}, t_{i}), we arrive at [math]\displaystyle{ u(x_i, t_i) = \frac{f(x_i + c t_i) + f(x_i  c t_i)}{2} + \frac{1}{2 c} \int^{x_i + c t_i}_{x_i  c t_i} g(x) \, dx + \frac{1}{2 c} \int^{t_i}_0 \int^{x_i + c(t_i  t)}_{x_i  c(t_i  t)} s(x, t) \, dx \, dt. }[/math]
In the last equation of the sequence, the bounds of the integral over the source function have been made explicit. Looking at this solution, which is valid for all choices (x_{i}, t_{i}) compatible with the wave equation, it is clear that the first two terms are simply d'Alembert's formula, as stated above as the solution of the homogeneous wave equation in one dimension. The difference is in the third term, the integral over the source.
Wave equation for inhomogeneous media, threedimensional case
For oneway wave propagation, i.e. wave are travelling in a predefined wave direction ([math]\displaystyle{ +c }[/math] or [math]\displaystyle{ c }[/math]) in inhomogeneous media, wave propagation can also be calculated with a tensorial oneway wave equation (resulting from factorization of the vectorial twoway wave equation), and an analytical solution can be derived.^{[9]}
Other coordinate systems
In three dimensions, the wave equation, when written in elliptic cylindrical coordinates, may be solved by separation of variables, leading to the Mathieu differential equation.
Further generalizations
Elastic waves
The elastic wave equation (also known as the Navier–Cauchy equation) in three dimensions describes the propagation of waves in an isotropic homogeneous elastic medium. Most solid materials are elastic, so this equation describes such phenomena as seismic waves in the Earth and ultrasonic waves used to detect flaws in materials. While linear, this equation has a more complex form than the equations given above, as it must account for both longitudinal and transverse motion: [math]\displaystyle{ \rho \ddot{\mathbf{u}} = \mathbf{f} + (\lambda + 2\mu) \nabla(\nabla \cdot \mathbf{u})  \mu\nabla \times (\nabla \times \mathbf{u}), }[/math] where:
 λ and μ are the socalled Lamé parameters describing the elastic properties of the medium,
 ρ is the density,
 f is the source function (driving force),
 u is the displacement vector.
By using ∇ × (∇ × u) = ∇(∇ ⋅ u) − ∇ ⋅ ∇ u = ∇(∇ ⋅ u) − ∆u, the elastic wave equation can be rewritten into the more common form of the Navier–Cauchy equation.
Note that in the elastic wave equation, both force and displacement are vector quantities. Thus, this equation is sometimes known as the vector wave equation. As an aid to understanding, the reader will observe that if f and ∇ ⋅ u are set to zero, this becomes (effectively) Maxwell's equation for the propagation of the electric field E, which has only transverse waves.
Dispersion relation
In dispersive wave phenomena, the speed of wave propagation varies with the wavelength of the wave, which is reflected by a dispersion relation
[math]\displaystyle{ \omega = \omega(\mathbf{k}), }[/math]
where ω is the angular frequency, and k is the wavevector describing planewave solutions. For light waves, the dispersion relation is ω = ±c k, but in general, the constant speed c gets replaced by a variable phase velocity:
[math]\displaystyle{ v_\text{p} = \frac{\omega(k)}{k}. }[/math]
See also
 Acoustic attenuation
 Acoustic wave equation
 Bateman transform
 Electromagnetic wave equation
 Helmholtz equation
 Inhomogeneous electromagnetic wave equation
 Laplace operator
 Mathematics of oscillation
 Maxwell's equations
 Oneway wave equation
 Schrödinger equation
 Standing wave
 Vibrations of a circular membrane
 Wheeler–Feynman absorber theory
Notes
 ↑ ^{1.0} ^{1.1} Speiser, David. Discovering the Principles of Mechanics 1600–1800, p. 191 (Basel: Birkhäuser, 2008).
 ↑ Tipler, Paul and Mosca, Gene. Physics for Scientists and Engineers, Volume 1: Mechanics, Oscillations and Waves; Thermodynamics, pp. 470–471 (Macmillan, 2004).
 ↑ Eric W. Weisstein. "d'Alembert's Solution". MathWorld. http://mathworld.wolfram.com/dAlembertsSolution.html.
 ↑ D'Alembert (1747) "Recherches sur la courbe que forme une corde tenduë mise en vibration" (Researches on the curve that a tense cord forms [when] set into vibration), Histoire de l'académie royale des sciences et belles lettres de Berlin, vol. 3, p. 214–219.
 See also: D'Alembert (1747) "Suite des recherches sur la courbe que forme une corde tenduë mise en vibration" (Further researches on the curve that a tense cord forms [when] set into vibration), Histoire de l'académie royale des sciences et belles lettres de Berlin, vol. 3, p. 220–249.
 See also: D'Alembert (1750) "Addition au mémoire sur la courbe que forme une corde tenduë mise en vibration," Histoire de l'académie royale des sciences et belles lettres de Berlin, vol. 6, p. 355–360.
 ↑ "First and second order linear wave equations". http://math.arizona.edu/~kglasner/math456/linearwave.pdf.
 ↑ V. Guruprasad (2015). "Observational evidence for travelling wave modes bearing distance proportional shifts". EPL 110 (5): 54001. doi:10.1209/02955075/110/54001. Bibcode: 2015EL....11054001G.
 ↑ Bschorr, Oskar; Raida, HansJoachim (April 2021). "Spherical OneWay Wave Equation" (in en). Acoustics 3 (2): 309–315. doi:10.3390/acoustics3020021. Text was copied from this source, which is available under a Creative Commons Attribution 4.0 International License.
 ↑ Raida, HansJoachim (October 2022). "OneWay Wave Operator" (in en). Acoustics 4 (4): 885–893. doi:10.3390/acoustics4040053.
 ↑ ^{9.0} ^{9.1} Bschorr, Oskar; Raida, HansJoachim (December 2021). "Factorized Oneway Wave Equations" (in en). Acoustics 3 (4): 714–722. doi:10.3390/acoustics3040045.
 ↑ Jackson, John David (14 August 1998). Classical Electrodynamics (3rd ed.). Wiley. p. 425. ISBN 9780471309321.
 ↑ The initial state for "Investigation by numerical methods" is set with quadratic splines as follows:
 [math]\displaystyle{ u(0, x) = u_0 \left(1  \left(\frac{x  x_1}{x_1}\right)^2\right) }[/math] for [math]\displaystyle{ 0 \le x \le x_2, }[/math]
 [math]\displaystyle{ u(0, x) = u_0 \left(\frac{x  x_3}{x_1}\right)^2 }[/math] for [math]\displaystyle{ x_2 \le x \le x_3, }[/math]
 [math]\displaystyle{ u(0, x) = 0 }[/math] for [math]\displaystyle{ x_3 \le x \le L, }[/math]
References
 M. F. Atiyah, R. Bott, L. Garding, "Lacunas for hyperbolic differential operators with constant coefficients I", Acta Mathematica, 124 (1970), 109–189.
 M. F. Atiyah, R. Bott, and L. Garding, "Lacunas for hyperbolic differential operators with constant coefficients II", Acta Mathematica, 131 (1973), 145–206.
 R. Courant, D. Hilbert, Methods of Mathematical Physics, vol II. Interscience (Wiley) New York, 1962.
 L. Evans, "Partial Differential Equations". American Mathematical Society Providence, 1998.
 "Linear Wave Equations", EqWorld: The World of Mathematical Equations.
 "Nonlinear Wave Equations", EqWorld: The World of Mathematical Equations.
 William C. Lane, "MISN0201 The Wave Equation and Its Solutions", Project PHYSNET.
External links
 Nonlinear Wave Equations by Stephen Wolfram and Rob Knapp, Nonlinear Wave Equation Explorer by Wolfram Demonstrations Project.
 Mathematical aspects of wave equations are discussed on the Dispersive PDE Wiki .
 Graham W Griffiths and William E. Schiesser (2009). Linear and nonlinear waves. Scholarpedia, 4(7):4308. doi:10.4249/scholarpedia.4308
Original source: https://en.wikipedia.org/wiki/Wave equation.
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