Partial differential equation

Navier–Stokes differential equations used to simulate airflow around an obstruction.

Scope

Natural sciences Engineering
Astronomy Physics Chemistry Biology Geology
Applied mathematics
Continuum mechanics Chaos theory Dynamical systems
Social sciences
Economics Population dynamics

Classification

Types

By variable type
Ordinary Partial Differential-algebraic Integro-differential Fractional Linear Non-linear
Dependent and independent variables Autonomous Complex Coupled / Decoupled Exact Homogeneous / Nonhomogeneous
Features
Order Operator Notation

Relation to processes

Difference (discrete analogue)

Solution

General topics

Lyapunov / Asymptotic / Exponential stability
Rate of convergence
Series / Integral solutions

Solution methods

People

A visualisation of a solution to the two-dimensional heat equation with temperature represented by the third dimension

In mathematics, a partial differential equation (PDE) is a differential equation that contains unknown multivariable functions and their partial derivatives. (A special case are ordinary differential equations (ODEs), which deal with functions of a single variable and their derivatives.) PDEs are used to formulate problems involving functions of several variables, and are either solved by hand, or used to create a relevant computer model.

PDEs can be used to describe a wide variety of phenomena such as sound, heat, electrostatics, electrodynamics, fluid dynamics, elasticity, or quantum mechanics. These seemingly distinct physical phenomena can be formalised similarly in terms of PDEs. Just as ordinary differential equations often model one-dimensional dynamical systems, partial differential equations often model multidimensional systems. PDEs find their generalisation in stochastic partial differential equations.

Introduction

Partial differential equations (PDEs) are equations that involve rates of change with respect to continuous variables. The position of a rigid body is specified by six numbers, but the configuration of a fluid is given by the continuous distribution of several parameters, such as the temperature, pressure, and so forth. The dynamics for the rigid body take place in a finite-dimensional configuration space; the dynamics for the ﬂuid occur in an infinite-dimensional conﬁguration space. This distinction usually makes PDEs much harder to solve than ordinary differential equations (ODEs), but here again, there will be simple solutions for linear problems. Classic domains where PDEs are used include acoustics, fluid dynamics, electrodynamics, and heat transfer.

A partial differential equation (PDE) for the function $u(x_{1},\cdots ,x_{n})$ is an equation of the form

f\left(x_{1},\ldots ,x_{n},u,{\frac {\partial u}{\partial x_{1}}},\ldots ,{\frac {\partial u}{\partial x_{n}}},{\frac {\partial ^{2}u}{\partial x_{1}\partial x_{1}}},\ldots ,{\frac {\partial ^{2}u}{\partial x_{1}\partial x_{n}}},\ldots \right)=0.

If f is a linear function of u and its derivatives, then the PDE is called linear. Common examples of linear PDEs include the heat equation, the wave equation, Laplace's equation, Helmholtz equation, Klein–Gordon equation, and Poisson's equation.

A relatively simple PDE is

{\frac {\partial u}{\partial x}}(x,y)=0.~

This relation implies that the function u(x,y) is independent of x. However, the equation gives no information on the function's dependence on the variable y. Hence the general solution of this equation is

u(x,y)=f(y),

where f is an arbitrary function of y. The analogous ordinary differential equation is

{\frac {\mathrm {d} u}{\mathrm {d} x}}(x)=0,

which has the solution

u(x)=c,

where c is any constant value. These two examples illustrate that general solutions of ordinary differential equations (ODEs) involve arbitrary constants, but solutions of PDEs involve arbitrary functions. A solution of a PDE is generally not unique; additional conditions must generally be specified on the boundary of the region where the solution is defined. For instance, in the simple example above, the function f(y) can be determined if u is specified on the line x = 0.

Existence and uniqueness

Although the issue of existence and uniqueness of solutions of ordinary differential equations has a very satisfactory answer with the Picard–Lindelöf theorem, that is far from the case for partial differential equations. The Cauchy–Kowalevski theorem states that the Cauchy problem for any partial differential equation whose coefficients are analytic in the unknown function and its derivatives, has a locally unique analytic solution. Although this result might appear to settle the existence and uniqueness of solutions, there are examples of linear partial differential equations whose coefficients have derivatives of all orders (which are nevertheless not analytic) but which have no solutions at all: see Lewy (1957). Even if the solution of a partial differential equation exists and is unique, it may nevertheless have undesirable properties. The mathematical study of these questions is usually in the more powerful context of weak solutions.

An example of pathological behavior is the sequence (depending upon n) of Cauchy problems for the Laplace equation

{\frac {\partial ^{2}u}{\partial x^{2}}}+{\frac {\partial ^{2}u}{\partial y^{2}}}=0,~

with boundary conditions

u(x,0)=0,

{\frac {\partial u}{\partial y}}(x,0)={\frac {\sin(nx)}{n}},

where n is an integer. The derivative of u with respect to y approaches 0 uniformly in x as n increases, but the solution is

u(x,y)={\frac {\sinh(ny)\sin(nx)}{n^{2}}}.

This solution approaches infinity if nx is not an integer multiple of π for any non-zero value of y. The Cauchy problem for the Laplace equation is called ill-posed or not well-posed, since the solution does not continuously depend on the data of the problem. Such ill-posed problems are not usually satisfactory for physical applications.

Notation

In PDEs, it is common to denote partial derivatives using subscripts. That is:

u_{x}={\partial u \over \partial x}

u_{xx}={\partial ^{2}u \over \partial x^{2}}

u_{xy}={\partial ^{2}u \over \partial y\,\partial x}={\partial \over \partial y}\left({\partial u \over \partial x}\right).

Especially in physics, del or Nabla (∇) is often used to denote spatial derivatives, and ${\dot {u}}\,{\ddot {u}}\,$ for time derivatives. For example, the wave equation (described below) can be written as

{\ddot {u}}=c^{2}\nabla ^{2}u

{\ddot {u}}=c^{2}\Delta u

where Δ is the Laplace operator.

Examples

Heat equation in one space dimension

Wave equation in one spatial dimension

The wave equation is an equation for an unknown function u(k, x) of the form

u_{kk}=m^{2}u_{xx}.

Here u might describe the displacement of a stretched string from equilibrium, or the difference in air pressure in a tube, or the magnitude of an electromagnetic field in a tube, and m is a number that corresponds to the velocity of the wave. The Cauchy problem for this equation consists in prescribing the initial displacement and velocity of a string or other medium:

u(0,x)=f(x),

u_{k}(0,x)=g(x),

where f and g are arbitrary given functions. The solution of this problem is given by d'Alembert's formula:

u(k,x)={\tfrac {1}{2}}\left[f(x-mk)+f(x+mk)\right]+{\frac {1}{2m}}\int _{x-mk}^{x+mk}g(y)\,dy.

This formula implies that the solution at (k,x) depends on only the data on the segment of the initial line that is cut out by the characteristic curves

x-mk={\text{constant,}}\quad x+mk={\text{constant}},

that are drawn backward from that point. These curves correspond to signals that propagate with velocity m forward and backward. Conversely, the influence of the data at any given point on the initial line propagates with the finite velocity m: there is no effect outside a triangle through that point whose sides are characteristic curves. This behavior is very different from the solution for the heat equation, where the effect of a point source appears (with small amplitude) instantaneously at every point in space. The solution given above is also valid if k < 0, and the explicit formula shows that the solution depends on smoothly upon the data: both the forward and backward Cauchy problems for the wave equation are well-posed.

Generalised heat-like equation in one space dimension

Where heat-like equation means equations of the form:

{\frac {\partial u}{\partial t}}={\hat {H}}u+f(x,t)u+g(x,t)

where ${\hat {H}}$ is a Sturm–Liouville operator subject to the boundary conditions:

u(x,0)=h(x).

Then:

If:

{\hat {H}}X_{n}=\lambda _{n}X_{n}

X_{n}(a)=X_{n}(b)=0

{\dot {a}}_{n}(t)-\lambda _{n}a_{n}(t)-\sum _{m}(X_{n}f(x,t),X_{m})a_{m}(t)=(g(x,t),X_{n})

a_{n}(0)={\frac {(h(x),X_{n})}{(X_{n},X_{n})}}

u(x,t)=\sum _{n}a_{n}(t)X_{n}(x)

where

(f,g)=\int _{a}^{b}f(x)g(x)w(x)\,dx.

Spherical waves

Spherical waves are waves whose amplitude depends on the radial distance r from a central point source only. For such waves, the three-dimensional wave equation takes the form

u_{tt}=c^{2}\left[u_{rr}+{\frac {2}{r}}u_{r}\right].

This is equivalent to

(ru)_{tt}=c^{2}\left[(ru)_{rr}\right],

and hence the quantity ru satisfies the one-dimensional wave equation. Therefore, a general solution for spherical waves has the form

u(t,r)={\frac {1}{r}}\left[F(r-ct)+G(r+ct)\right],

where F and G are completely arbitrary functions. Radiation from an antenna corresponds to the case where G is identically zero. Thus, the waveform transmitted from an antenna has no distortion in time: the only distorting factor is 1/r. This feature of undistorted propagation of waves is not present if there are two spatial dimensions.

Laplace equation in two dimensions

The Laplace equation for an unknown function of two variables φ has the form

\varphi _{xx}+\varphi _{yy}=0.

Solutions of Laplace's equation are called harmonic functions.

Connection with holomorphic functions

Solutions of the Laplace equation in two dimensions are intimately connected with analytic functions of a complex variable (a.k.a. holomorphic functions): the real and imaginary parts of any analytic function are conjugate harmonic functions: they both satisfy the Laplace equation, and their gradients are orthogonal. If f=u+iv, then the Cauchy–Riemann equations state that

u_{x}=v_{y},\quad v_{x}=-u_{y},\,

and it follows that

u_{xx}+u_{yy}=0,\quad v_{xx}+v_{yy}=0.\,

Conversely, given any harmonic function in two dimensions, it is the real part of an analytic function, at least locally. Details are given in Laplace equation.

A typical boundary value problem

A typical problem for Laplace's equation is to find a solution that satisfies arbitrary values on the boundary of a domain. For example, we may seek a harmonic function that takes on the values u(θ) on a circle of radius one. The solution was given by Poisson:

\varphi (r,\theta )={\frac {1}{2\pi }}\int _{0}^{2\pi }{\frac {1-r^{2}}{1+r^{2}-2r\cos(\theta -\theta ')}}u(\theta ')d\theta '.\,

Petrovsky (1967, p. 248) shows how this formula can be obtained by summing a Fourier series for φ. If r < 1, the derivatives of φ may be computed by differentiating under the integral sign, and one can verify that φ is analytic, even if u is continuous but not necessarily differentiable. This behavior is typical for solutions of elliptic partial differential equations: the solutions may be much more smooth than the boundary data. This is in contrast to solutions of the wave equation, and more general hyperbolic partial differential equations, which typically have no more derivatives than the data.

Euler–Tricomi equation

The Euler–Tricomi equation is used in the investigation of transonic flow.

u_{xx}=xu_{yy}.

Advection equation

The advection equation describes the transport of a conserved scalar ψ in a velocity field u = (u, v, w). It is:

\psi _{t}+(u\psi )_{x}+(v\psi )_{y}+(w\psi )_{z}=0.

If the velocity field is solenoidal (that is, ∇⋅u = 0), then the equation may be simplified to

\psi _{t}+u\psi _{x}+v\psi _{y}+w\psi _{z}=0.

In the one-dimensional case where u is not constant and is equal to ψ, the equation is referred to as Burgers' equation.

Ginzburg–Landau equation

The Ginzburg–Landau equation is used in modelling superconductivity. It is

iu_{t}+pu_{xx}+q|u|^{2}u=i\gamma u

where p,q ∈ C and γ ∈ R are constants and i is the imaginary unit.

The Dym equation

The Dym equation is named for Harry Dym and occurs in the study of solitons. It is

u_{t}\,=u^{3}u_{xxx}.

Initial-boundary value problems

Main article: Boundary value problem

Many problems of mathematical physics are formulated as initial-boundary value problems.

Vibrating string

If the string is stretched between two points where x=0 and x=L and u denotes the amplitude of the displacement of the string, then u satisfies the one-dimensional wave equation in the region where 0 < x < L and t is unlimited. Since the string is tied down at the ends, u must also satisfy the boundary conditions

u(t,0)=0,\quad u(t,L)=0,

as well as the initial conditions

u(0,x)=f(x),\quad u_{t}(0,x)=g(x).

The method of separation of variables for the wave equation

u_{tt}=c^{2}u_{xx},\,

leads to solutions of the form

u(t,x)=T(t)X(x),\,

where

T''+k^{2}c^{2}T=0,\quad X''+k^{2}X=0,\,

where the constant k must be determined. The boundary conditions then imply that X is a multiple of sin kx, and k must have the form

k={\frac {n\pi }{L}},

where n is an integer. Each term in the sum corresponds to a mode of vibration of the string. The mode with n = 1 is called the fundamental mode, and the frequencies of the other modes are all multiples of this frequency. They form the overtone series of the string, and they are the basis for musical acoustics. The initial conditions may then be satisfied by representing f and g as infinite sums of these modes. Wind instruments typically correspond to vibrations of an air column with one end open and one end closed. The corresponding boundary conditions are

X(0)=0,\quad X'(L)=0.

The method of separation of variables can also be applied in this case, and it leads to a series of odd overtones.

The general problem of this type is solved in Sturm–Liouville theory.

Vibrating membrane

If a membrane is stretched over a curve C that forms the boundary of a domain D in the plane, its vibrations are governed by the wave equation

{\frac {1}{c^{2}}}u_{tt}=u_{xx}+u_{yy},

if t>0 and (x,y) is in D. The boundary condition is u(t,x,y) = 0 if (x,y) is on C. The method of separation of variables leads to the form

u(t,x,y)=T(t)v(x,y),

which in turn must satisfy

{\frac {1}{c^{2}}}T''+k^{2}T=0,

v_{xx}+v_{yy}+k^{2}v=0.

The latter equation is called the Helmholtz Equation. The constant k must be determined to allow a non-trivial v to satisfy the boundary condition on C. Such values of k² are called the eigenvalues of the Laplacian in D, and the associated solutions are the eigenfunctions of the Laplacian in D. The Sturm–Liouville theory may be extended to this elliptic eigenvalue problem (Jost, 2002).

Other examples

The Schrödinger equation is a PDE at the heart of non-relativistic quantum mechanics. In the WKB approximation it is the Hamilton–Jacobi equation.

Except for the Dym equation and the Ginzburg–Landau equation, the above equations are linear in the sense that they can be written in the form Au = f for a given linear operator A and a given function f. Other important non-linear equations include the Navier–Stokes equations describing the flow of fluids, and Einstein's field equations of general relativity.

Also, see the list of non-linear partial differential equations.

Classification

Some linear, second-order partial differential equations can be classified as parabolic, hyperbolic and elliptic. Others such as the Euler–Tricomi equation have different types in different regions. The classification provides a guide to appropriate initial and boundary conditions, and to the smoothness of the solutions.

Equations of first order

Main article: First-order partial differential equation

Linear equations of second order

Assuming $u_{xy}=u_{yx}$ , the general second-order PDE in two independent variables has the form

Au_{xx}+2Bu_{xy}+Cu_{yy}+\cdots {\mbox{(lower order terms)}}=0,

where the coefficients A, B, C etc. may depend upon x and y. If $A^{2}+B^{2}+C^{2}>0$ over a region of the xy plane, the PDE is second-order in that region. This form is analogous to the equation for a conic section:

Ax^{2}+2Bxy+Cy^{2}+\cdots =0.

More precisely, replacing ∂_x by X, and likewise for other variables (formally this is done by a Fourier transform), converts a constant-coefficient PDE into a polynomial of the same degree, with the top degree (a homogeneous polynomial, here a quadratic form) being most significant for the classification.

Just as one classifies conic sections and quadratic forms into parabolic, hyperbolic, and elliptic based on the discriminant $B^{2}-4AC$ , the same can be done for a second-order PDE at a given point. However, the discriminant in a PDE is given by $B^{2}-AC,$ due to the convention of the xy term being 2B rather than B; formally, the discriminant (of the associated quadratic form) is $(2B)^{2}-4AC=4(B^{2}-AC),$ with the factor of 4 dropped for simplicity.

$B^{2}-AC<0$ : solutions of elliptic PDEs are as smooth as the coefficients allow, within the interior of the region where the equation and solutions are defined. For example, solutions of Laplace's equation are analytic within the domain where they are defined, but solutions may assume boundary values that are not smooth. The motion of a fluid at subsonic speeds can be approximated with elliptic PDEs, and the Euler–Tricomi equation is elliptic where x < 0.
$B^{2}-AC=0$ : equations that are parabolic at every point can be transformed into a form analogous to the heat equation by a change of independent variables. Solutions smooth out as the transformed time variable increases. The Euler–Tricomi equation has parabolic type on the line where x = 0.
$B^{2}-AC>0$ : hyperbolic equations retain any discontinuities of functions or derivatives in the initial data. An example is the wave equation. The motion of a fluid at supersonic speeds can be approximated with hyperbolic PDEs, and the Euler–Tricomi equation is hyperbolic where x > 0.

If there are n independent variables x₁, x₂, ..., x_n, a general linear partial differential equation of second order has the form

Lu=\sum _{i=1}^{n}\sum _{j=1}^{n}a_{i,j}{\frac {\partial ^{2}u}{\partial x_{i}\partial x_{j}}}\quad {\text{ plus lower-order terms}}=0.

The classification depends upon the signature of the eigenvalues of the coefficient matrix a_i,j..

Elliptic: The eigenvalues are all positive or all negative.
Parabolic : The eigenvalues are all positive or all negative, save one that is zero.
Hyperbolic: There is only one negative eigenvalue and all the rest are positive, or there is only one positive eigenvalue and all the rest are negative.
Ultrahyperbolic: There is more than one positive eigenvalue and more than one negative eigenvalue, and there are no zero eigenvalues. There is only a limited theory for ultra-hyperbolic equations (Courant and Hilbert, 1962).

Systems of first-order equations and characteristic surfaces

The classification of partial differential equations can be extended to systems of first-order equations, where the unknown u is now a vector with m components, and the coefficient matrices A_ν are m by m matrices for ν = 1, ..., n. The partial differential equation takes the form

Lu=\sum _{\nu =1}^{n}A_{\nu }{\frac {\partial u}{\partial x_{\nu }}}+B=0,

where the coefficient matrices A_ν and the vector B may depend upon x and u. If a hypersurface S is given in the implicit form

\varphi (x_{1},x_{2},\ldots ,x_{n})=0,\,

where φ has a non-zero gradient, then S is a characteristic surface for the operator L at a given point if the characteristic form vanishes:

Q\left({\frac {\partial \varphi }{\partial x_{1}}},\ldots ,{\frac {\partial \varphi }{\partial x_{n}}}\right)=\det \left[\sum _{\nu =1}^{n}A_{\nu }{\frac {\partial \varphi }{\partial x_{\nu }}}\right]=0.\,

The geometric interpretation of this condition is as follows: if data for u are prescribed on the surface S, then it may be possible to determine the normal derivative of u on S from the differential equation. If the data on S and the differential equation determine the normal derivative of u on S, then S is non-characteristic. If the data on S and the differential equation do not determine the normal derivative of u on S, then the surface is characteristic, and the differential equation restricts the data on S: the differential equation is internal to S.

A first-order system Lu=0 is elliptic if no surface is characteristic for L: the values of u on S and the differential equation always determine the normal derivative of u on S.
A first-order system is hyperbolic at a point if there is a space-like surface S with normal ξ at that point. This means that, given any non-trivial vector η orthogonal to ξ, and a scalar multiplier λ, the equation $Q(\lambda \xi +\eta )=0$ has m real roots λ₁, λ₂, ..., λ_m. The system is strictly hyperbolic if these roots are always distinct. The geometrical interpretation of this condition is as follows: the characteristic form Q(ζ) = 0 defines a cone (the normal cone) with homogeneous coordinates ζ. In the hyperbolic case, this cone has m sheets, and the axis ζ = λ ξ runs inside these sheets: it does not intersect any of them. But when displaced from the origin by η, this axis intersects every sheet. In the elliptic case, the normal cone has no real sheets.

Equations of mixed type

If a PDE has coefficients that are not constant, it is possible that it will not belong to any of these categories but rather be of mixed type. A simple but important example is the Euler–Tricomi equation

u_{xx}\,=xu_{yy},

which is called elliptic-hyperbolic because it is elliptic in the region x < 0, hyperbolic in the region x > 0, and degenerate parabolic on the line x = 0.

Infinite-order PDEs in quantum mechanics

In the phase space formulation of quantum mechanics, one may consider the quantum Hamilton's equations for trajectories of quantum particles. These equations are infinite-order PDEs. However, in the semiclassical expansion, one has a finite system of ODEs at any fixed order of ħ. The evolution equation of the Wigner function is also an infinite-order PDE. The quantum trajectories are quantum characteristics, with the use of which one could calculate the evolution of the Wigner function.

Analytical methods to solve PDEs

Separation of variables

Main article: Separable partial differential equation

Linear PDEs can be reduced to systems of ordinary differential equations by the important technique of separation of variables. This technique rests on a characteristic of solutions to differential equations: if one can ﬁnd any solution that solves the equation and satisﬁes the boundary conditions, then it is the solution (this also applies to ODEs). We assume as an ansatz that the dependence of a solution on the parameters space and time can be written as a product of terms that each depend on a single parameter, and then see if this can be made to solve the problem.^[1]

In the method of separation of variables, one reduces a PDE to a PDE in fewer variables, which is an ordinary differential equation if in one variable – these are in turn easier to solve.

This is possible for simple PDEs, which are called separable partial differential equations, and the domain is generally a rectangle (a product of intervals). Separable PDEs correspond to diagonal matrices – thinking of "the value for fixed x" as a coordinate, each coordinate can be understood separately.

This generalizes to the method of characteristics, and is also used in integral transforms.

Method of characteristics

Main article: Method of characteristics

In special cases, one can find characteristic curves on which the equation reduces to an ODE – changing coordinates in the domain to straighten these curves allows separation of variables, and is called the method of characteristics.

More generally, one may find characteristic surfaces.

Integral transform

An integral transform may transform the PDE to a simpler one, in particular, a separable PDE. This corresponds to diagonalizing an operator.

An important example of this is Fourier analysis, which diagonalizes the heat equation using the eigenbasis of sinusoidal waves.

If the domain is finite or periodic, an infinite sum of solutions such as a Fourier series is appropriate, but an integral of solutions such as a Fourier integral is generally required for infinite domains. The solution for a point source for the heat equation given above is an example of the use of a Fourier integral.

Change of variables

Often a PDE can be reduced to a simpler form with a known solution by a suitable change of variables. For example, the Black–Scholes PDE

{\frac {\partial V}{\partial t}}+{\frac {1}{2}}\sigma ^{2}S^{2}{\frac {\partial ^{2}V}{\partial S^{2}}}+rS{\frac {\partial V}{\partial S}}-rV=0

is reducible to the heat equation

{\frac {\partial u}{\partial \tau }}={\frac {\partial ^{2}u}{\partial x^{2}}}

by the change of variables (for complete details see Solution of the Black Scholes Equation at the Wayback Machine (archived April 11, 2008))

V(S,t)=Kv(x,\tau )

x=\ln \left({\tfrac {S}{K}}\right)

\tau ={\tfrac {1}{2}}\sigma ^{2}(T-t)

v(x,\tau )=\exp(-\alpha x-\beta \tau )u(x,\tau ).

Fundamental solution

Main article: Fundamental solution

Inhomogeneous equations can often be solved (for constant coefficient PDEs, always be solved) by finding the fundamental solution (the solution for a point source), then taking the convolution with the boundary conditions to get the solution.

This is analogous in signal processing to understanding a filter by its impulse response.

Superposition principle

Because any superposition of solutions of a linear, homogeneous PDE is again a solution, the particular solutions may then be combined to obtain more general solutions. if u1 and u2 are solutions of a homogeneous linear pde in same region R, then u= c1u1+c2u2 with any constants c1 and c2 are also a solution of that pde in that same region....

Methods for non-linear equations

See also the list of nonlinear partial differential equations.

There are no generally applicable methods to solve nonlinear PDEs. Still, existence and uniqueness results (such as the Cauchy–Kowalevski theorem) are often possible, as are proofs of important qualitative and quantitative properties of solutions (getting these results is a major part of analysis). Computational solution to the nonlinear PDEs, the split-step method, exist for specific equations like nonlinear Schrödinger equation.

Nevertheless, some techniques can be used for several types of equations. The h-principle is the most powerful method to solve underdetermined equations. The Riquier–Janet theory is an effective method for obtaining information about many analytic overdetermined systems.

The method of characteristics (similarity transformation method) can be used in some very special cases to solve partial differential equations.

In some cases, a PDE can be solved via perturbation analysis in which the solution is considered to be a correction to an equation with a known solution. Alternatives are numerical analysis techniques from simple finite difference schemes to the more mature multigrid and finite element methods. Many interesting problems in science and engineering are solved in this way using computers, sometimes high performance supercomputers.

Lie group method

From 1870 Sophus Lie's work put the theory of differential equations on a more satisfactory foundation. He showed that the integration theories of the older mathematicians can, by the introduction of what are now called Lie groups, be referred to a common source; and that ordinary differential equations which admit the same infinitesimal transformations present comparable difficulties of integration. He also emphasized the subject of transformations of contact.

A general approach to solving PDE's uses the symmetry property of differential equations, the continuous infinitesimal transformations of solutions to solutions (Lie theory). Continuous group theory, Lie algebras and differential geometry are used to understand the structure of linear and nonlinear partial differential equations for generating integrable equations, to find its Lax pairs, recursion operators, Bäcklund transform and finally finding exact analytic solutions to the PDE.

Symmetry methods have been recognized to study differential equations arising in mathematics, physics, engineering, and many other disciplines.

Semianalytical methods

The adomian decomposition method, the Lyapunov artificial small parameter method, and He's homotopy perturbation method are all special cases of the more general homotopy analysis method. These are series expansion methods, and except for the Lyapunov method, are independent of small physical parameters as compared to the well known perturbation theory, thus giving these methods greater flexibility and solution generality.

Numerical methods to solve PDEs

The three most widely used numerical methods to solve PDEs are the finite element method (FEM), finite volume methods (FVM) and finite difference methods (FDM). The FEM has a prominent position among these methods and especially its exceptionally efficient higher-order version hp-FEM. Other versions of FEM include the generalized finite element method (GFEM), extended finite element method (XFEM), spectral finite element method (SFEM), meshfree finite element method, discontinuous Galerkin finite element method (DGFEM), Element-Free Galerkin Method (EFGM), Interpolating Element-Free Galerkin Method (IEFGM), etc.

Finite element method

Main article: Finite element method

The finite element method (FEM) (its practical application often known as finite element analysis (FEA)) is a numerical technique for finding approximate solutions of partial differential equations (PDE) as well as of integral equations. The solution approach is based either on eliminating the differential equation completely (steady state problems), or rendering the PDE into an approximating system of ordinary differential equations, which are then numerically integrated using standard techniques such as Euler's method, Runge–Kutta, etc.

Finite difference method

Main article: Finite difference method

Finite-difference methods are numerical methods for approximating the solutions to differential equations using finite difference equations to approximate derivatives.

Finite volume method

Main article: Finite volume method

Similar to the finite difference method or finite element method, values are calculated at discrete places on a meshed geometry. "Finite volume" refers to the small volume surrounding each node point on a mesh. In the finite volume method, surface integrals in a partial differential equation that contain a divergence term are converted to volume integrals, using the divergence theorem. These terms are then evaluated as fluxes at the surfaces of each finite volume. Because the flux entering a given volume is identical to that leaving the adjacent volume, these methods are conservative.

Notes

↑ Gershenfeld, Neil (2000). The nature of mathematical modeling (Reprinted (with corr.). ed.). Cambridge: Cambridge Univ. Press. p. 27. ISBN 0521570956.

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External links

Hazewinkel, Michiel, ed. (2001), "Differential equation, partial", Encyclopedia of Mathematics, Springer, ISBN 978-1-55608-010-4
Partial Differential Equations: Exact Solutions at EqWorld: The World of Mathematical Equations.
Partial Differential Equations: Index at EqWorld: The World of Mathematical Equations.
Partial Differential Equations: Methods at EqWorld: The World of Mathematical Equations.
Example problems with solutions at exampleproblems.com
Partial Differential Equations at mathworld.wolfram.com
Partial Differential Equations with Mathematica
Partial Differential Equations in Cleve Moler: Numerical Computing with MATLAB
Partial Differential Equations at nag.com
Dispersive PDE Wiki
NEQwiki, the nonlinear equations encyclopedia
Partial differential equation | Scholarpedia

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Partial differential equation

Introduction

Existence and uniqueness

Notation

Examples

Heat equation in one space dimension

Wave equation in one spatial dimension

Generalised heat-like equation in one space dimension

Spherical waves

Laplace equation in two dimensions

Connection with holomorphic functions

A typical boundary value problem

Euler–Tricomi equation

Advection equation

Ginzburg–Landau equation

The Dym equation

Initial-boundary value problems

Vibrating string

Vibrating membrane

Other examples

Classification

Equations of first order

Linear equations of second order

Systems of first-order equations and characteristic surfaces

Equations of mixed type

Infinite-order PDEs in quantum mechanics

Analytical methods to solve PDEs

Separation of variables

Method of characteristics

Integral transform

Change of variables

Fundamental solution

Superposition principle

Methods for non-linear equations

Lie group method

Semianalytical methods

Numerical methods to solve PDEs

Finite element method

Finite difference method

Finite volume method

See also

Notes

References

Further reading

External links