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In [[mathematics]], the '''Korteweg–de Vries equation''' ('''KdV equation''' for short) is a [[mathematical model]] of waves on shallow water surfaces. It is particularly notable as the prototypical example of an [[exactly solvable model]], that is, a non-linear [[partial differential equation]] whose solutions can be exactly and precisely specified. KdV can be solved by means of the [[inverse scattering transform]]. The mathematical theory behind the KdV equation is rich and interesting, and, in the broad sense, is a topic of active mathematical research. The KdV equation was first introduced by  {{harvs|txt|last=Boussinesq|authorlink=Joseph Valentin Boussinesq|year=1877|loc=footnote on page 360}} and rediscovered by {{harvs|txt|first1=Diederik|last1=Korteweg|author1-link=Diederik Korteweg|first2=Gustav|last2=de Vries|author2-link=Gustav de Vries|year=1895}}.<ref>{{Citation | publisher = Oxford University Press | isbn = 9780198568438 | last = Darrigol | first = O. | title = Worlds of Flow: A History of Hydrodynamics from the Bernoullis to Prandtl | year = 2005 | page=84 }}</ref>
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==Definition==
 
The KdV equation is a nonlinear, dispersive [[partial differential equation]] for a [[function (mathematics)|function]] <math>\phi</math> of two [[real number|real]] variables, space ''x'' and time ''t'' :<ref>See e.g. {{citation | title=Solitons in mathematics and physics | first=Alan C. | last=Newell | publisher=SIAM | year=1985 | isbn=0-89871-196-7 }}, p. 6. Or Lax (1968), without the factor 6.</ref>
 
:<math>\partial_t \phi + \partial^3_x \phi + 6\, \phi\, \partial_x \phi =0,\,</math>
 
with ∂<sub>''x''</sub> and ∂<sub>''t''</sub> denoting [[partial derivative]]s with respect to ''x'' and ''t''.
 
The constant 6 in front of the last term is conventional but of no great significance: multiplying ''t'', ''x'', and <math>\phi</math> by constants can be used to make the coefficients of any of the three terms equal to any given non-zero constants.
 
==Soliton solutions==
 
Consider solutions in which a fixed wave form (given by ''f''(''X'')) maintains its shape as it travels to the right at [[phase speed]] ''c''. Such a solution is given by <math>\phi</math>(''x'',''t'') = ''f''(''x''&nbsp;&minus;&nbsp;''ct''&nbsp;&minus;&nbsp;''a'') = ''f''(''X''). Substituting it into the KdV equation gives the [[ordinary differential equation]]
 
:<math>-c\frac{df}{dX}+\frac{d^3f}{dX^3}+6f\frac{df}{dX} = 0,</math>
 
or, integrating with respect to ''X'',
 
:<math>-cf+\frac{d^2 f}{dX^2}+3f^2=A</math>
 
where ''A'' is a [[constant of integration]].  Interpreting the independent variable ''X'' above as a virtual time variable, this means ''f'' satisfies Newton's [[equation of motion]] in a [[cubic potential]].  If parameters are adjusted so that the potential function ''V''(''X'') has [[local maximum]] at ''X''&nbsp;=&nbsp;0, there is a solution in which ''f''(''X'') starts at this point at 'virtual time' &minus;∞, eventually slides down to the [[local minimum]], then back up the other side, reaching an equal height, then reverses direction, ending up at the [[local maximum]] again at time&nbsp;∞.  In other words, ''f''(''X'') approaches 0 as ''X''&nbsp;→&nbsp;±∞.  This is the characteristic shape of the ''[[solitary wave]]'' solution.
 
More precisely, the solution is
 
:<math>\phi(x,t)=\frac12\, c\, \mathrm{sech}^2\left[{\sqrt{c}\over 2}(x-c\,t-a)\right]</math>
 
where ''sech'' stands for the [[hyperbolic secant]] and ''a'' is an arbitrary constant.<ref name="Vakakis2002">{{cite book|author=Alexander F. Vakakis|title=Normal Modes and Localization in Nonlinear Systems|url=http://books.google.com/books?id=GAdkhFPq5HgC&pg=PA105|accessdate=27 October 2012|date=31 January 2002|publisher=Springer|isbn=978-0-7923-7010-9|pages=105–108}}</ref> This describes a right-moving [[soliton]].
 
==Integrals of motion==
 
The KdV equation has infinitely many [[integral of motion|integrals of motion]] {{harv|Miura|Gardner|Kruskal|1968}}, which do not change with time. They can be given explicitly as
 
:<math>\int_{-\infty}^{+\infty} P_{2n-1}(\phi,\, \partial_x \phi,\, \partial_x^2 \phi,\, \ldots)\, \text{d}x\,</math>
 
where the polynomials ''P''<sub>''n''</sub> are defined recursively by
 
:<math>
\begin{align}
  P_1&=\phi,
  \\
  P_n &= -\frac{dP_{n-1}}{dx} + \sum_{i=1}^{n-2}\, P_i\, P_{n-1-i}
  \quad \text{ for } n \ge 2.
  \end{align}
</math>
 
The first few integrals of motion are:
* the mass <math>\int \phi\, \text{d}x,</math>
* the momentum <math>\int \phi^2\, \text{d}x,</math>
* the energy <math>\int \frac{1}{3} \phi^3 - \left( \partial_x \phi \right)^2\, \text{d}x.</math>
Only the odd-numbered terms ''P''<sub>(2''n''+1)</sub> result in non-trivial (meaning non-zero) integrals of motion {{harv|Dingemans|1997|p=733}}.
 
==Lax pairs==
 
The KdV equation
 
:<math>\partial_t\phi = 6\, \phi\, \partial_x \phi - \partial_x^3 \phi</math>
 
can be reformulated as the Lax equation
 
:<math>L_t = [L,A] \equiv LA - AL \,</math>
 
with ''L'' a [[Sturm–Liouville operator]]:
 
:<math>
\begin{align}
  L &= -\partial_x^2 + \phi,
  \\
  A &= 4 \partial_x^3 - 3 \left[ 2\phi\, \partial_x + (\partial_x \phi) \right]
\end{align}
</math>
and this accounts for the infinite number of first integrals of the KdV equation. {{harv|Lax|1968}}
 
==Least action principle==
 
The Korteweg–de Vries equation
 
:<math>\partial_t \phi -  6\phi\, \partial_x \phi +  \partial_x^3 \phi = 0, \,</math>
 
is the [[Euler–Lagrange equation]] of motion derived from the [[Lagrangian density]], <math>\mathcal{L}\,</math>
 
:<math>\mathcal{L} = \frac{1}{2} \partial_x \psi\, \partial_t \psi
+  \left( \partial_x \psi \right)^3
-  \frac{1}{2} \left( \partial_x^2 \psi \right)^2  \quad \quad \quad \quad (1) \,</math>
 
with <math>\phi</math> defined by
 
:<math>\phi = \frac{\partial \psi}{\partial x} = \partial_x \psi. \,</math>
 
{{hidden begin|title=Derivation of Euler–Lagrange equations}}
Since the Lagrangian (eq (1)) contains second derivatives, the [[Euler–Lagrange equation]] of motion for this field is
 
:<math>\partial_{\mu\mu} \left( \frac{\partial \mathcal{L}}{\partial ( \partial_{\mu\mu} \psi )} \right) - \partial_\mu \left( \frac{\partial \mathcal{L}}{\partial ( \partial_\mu \psi )} \right) + \frac{\partial \mathcal{L}}{\partial \psi} = 0 .  \quad \quad \quad \quad \quad \quad \quad (2) \,</math>
 
where <math>\partial</math> is a derivative with respect to the <math>\mu</math> component.
 
A sum over <math>\mu</math> is implied so eq (2) really reads,
 
:<math>\partial_{tt} \left( \frac{\partial \mathcal{L}}{\partial ( \partial_{tt} \psi )} \right) + \partial_{xx} \left( \frac{\partial \mathcal{L}}{\partial ( \partial_{xx} \psi )} \right) - \partial_t \left( \frac{\partial \mathcal{L}}{\partial ( \partial_t \psi )} \right) - \partial_x \left( \frac{\partial \mathcal{L}}{\partial ( \partial_x \psi )} \right) + \frac{\partial \mathcal{L}}{\partial \psi} = 0 .  \quad \quad (3) \,</math>
 
Evaluate the five terms of eq (3) by plugging in eq (1),
 
:<math>\partial_{tt} \left( \frac{\partial \mathcal{L}}{\partial ( \partial_{tt} \psi )} \right) = 0 \,</math>
:<math>\partial_{xx} \left( \frac{\partial \mathcal{L}}{\partial ( \partial_{xx} \psi )} \right) = \partial_{xx} \left( -\partial_{xx} \psi \right) \,</math>
:<math>\partial_t \left( \frac{\partial \mathcal{L}}{\partial ( \partial_t \psi )} \right) = \partial_t \left( \frac{1}{2} \partial_x \psi \right) \,</math>
:<math>\partial_x \left( \frac{\partial \mathcal{L}}{\partial ( \partial_x \psi )} \right) = \partial_x \left( \frac{1}{2} \partial_t \psi + 3 (\partial_x \psi)^2 \right) \,</math>
:<math>\frac{\partial \mathcal{L}}{\partial \psi} = 0 \,</math>
 
Remember the definition <math>\phi = \partial_x \psi \,</math>, so use that to simplify the above terms,
 
:<math>\partial_{xx} \left( - \partial_{xx} \psi \right) = - \partial_{xxx} \phi \,</math>
:<math>\partial_t \left( \frac{1}{2} \partial_x \psi \right) = \frac{1}{2} \partial_t \phi \,</math>
:<math>\partial_x \left( \frac{1}{2} \partial_t \psi + 3 (\partial_x \psi)^2 \right) = \frac{1}{2} \partial_t \phi + 3 \partial_x (\phi)^2 = \frac{1}{2} \partial_t \phi + 6 \phi \partial_x \phi \,</math>
 
Finally, plug these three non-zero terms back into eq (3) to see
 
:<math>\left(- \partial_{xxx} \phi \right) - \left(\frac{1}{2} \partial_t \phi \right) - \left( \frac{1}{2} \partial_t \phi + 6 \phi \partial_x \phi \right) = 0, \,</math>
 
which is exactly the KdV equation
 
:<math>\partial_t \phi + 6 \phi\, \partial_x \phi + \partial_x^3 \phi = 0 .\,</math>
{{hidden end}}
 
==Long-time asymptotics==
 
It can be shown that any sufficiently fast decaying smooth solution will eventually split into a finite superposition of solitons travelling to the right plus a decaying dispersive part travelling to the left. This was first observed by {{harvtxt|Zabusky|Kruskal|1965}} and can be rigorously proven using the nonlinear [[Method of steepest descent|steepest descent]] analysis for oscillatory [[Riemann–Hilbert problem]]s.<ref>See e.g. {{harvtxt|Grunert|Teschl|2009}}</ref>
 
==History==
 
The history of the KdV equation  started with experiments by [[John Scott Russell]] in 1834, followed by theoretical investigations by [[Lord Rayleigh]] and [[Joseph Boussinesq]] around 1870 and, finally, Korteweg and De Vries in 1895.
 
The KdV equation was not studied much after this until
{{harvtxt|Zabusky|Kruskal|1965}}, discovered numerically that its solutions seemed to decompose at large times into a collection of "solitons": well separated  solitary waves. Moreover the solitons seems to be almost unaffected in shape by passing through each other (though this could cause a change in their position).  They also made the connection to earlier numerical experiments by [[Fermi–Pasta–Ulam problem|Fermi, Pasta, and Ulam]] by showing that the KdV equation was the continuum limit of the [[Fermi–Pasta–Ulam problem|FPU]] system.  Development of the analytic solution by means of the [[inverse scattering transform]] was done in 1967 by Gardner, Greene, Kruskal and Miura.<ref>{{Citation | doi=10.1103/PhysRevLett.19.1095 | first1=C.S. | last1=Gardner | first2=J.M. |last2=Greene | first3=M.D. | last3=Kruskal | first4=R.M | last4=Miura | title=Method for solving the Korteweg–de Vries equation | journal=Physical Review Letters | volume=19 | issue=19 | year=1967 | pages=1095–1097 | postscript=. | bibcode=1967PhRvL..19.1095G}}</ref><ref>{{Citation|last1=Dauxois|first1=Thierry |last2=Peyrard|first2=Michel|title=Physics of Solitons|year=2006|publisher=Cambridge University Press|isbn=0-521-85421-0}}</ref>
 
==Applications and connections==
 
The KdV equation has several connections to physical problems. In addition to being the governing equation of the string in the [[Fermi–Pasta–Ulam problem]] in the continuum limit, it approximately describes the evolution of long, one-dimensional waves in many physical settings, including:
* shallow-water waves with weakly [[non-linear]] restoring forces,
* long [[internal waves]] in a density-stratified [[ocean]],
* [[ion acoustic wave]]s in a [[plasma (physics)|plasma]],
* [[Acoustics|acoustic]] waves on a [[crystal lattice]].
 
The KdV equation can also be solved using the [[inverse scattering transform]] such as those applied to the [[non-linear Schrödinger equation]].
 
==Variations==
 
Many different variations of the KdV equations have been studied. Some are listed in the following table.
{| class="wikitable"
!Name
!Equation
|-
|Korteweg–de Vries (KdV)
|<math>\displaystyle \partial_t\phi + \partial^3_x \phi + 6\, \phi\, \partial_x\phi=0</math>
|-
|KdV (cylindrical)
|<math>\displaystyle \partial_t u + \partial_x^3 u - 6\, u\, \partial_x u +  u/2t = 0</math>
|-
|KdV (deformed)
|<math>\displaystyle \partial_t u + \partial_x (\partial_x^2 u - 2\, \eta\, u^3 - 3\, u\, (\partial_x u)^2/2(\eta+u^2)) = 0</math>
|-
|KdV (generalized)
|<math>\displaystyle \partial_t u + \partial_x^3 u = \partial_x^5 u </math>
|-
|[[Generalized Korteweg–de Vries equation|KdV (generalized)]]
|<math>\displaystyle \partial_t u + \partial_x^3 u + \partial_x f(u) = 0</math>
|-
|[[Lax 7th oder Korteweg–de Vries equation|KdV (Lax 7th)]] {{harvtxt|Darvishi|Kheybari|Khani|2007}}
|<math>
\begin{align}
  \partial_{t}u
  +\partial_{x} & \left\{
      35u^{4}+70\left(u^{2}\partial_{x}^{2}u+
      u\left(\partial_{x}u\right)^{2}\right)
      \right. \\ & \left. \quad
      +7\left[2u\partial_{x}^{4}u+
              3\left(\partial_{x}^{2}u\right)^{2}+4\partial_{x}\partial_{x}^{3}u\right]
      +\partial_{x}^{6}u
  \right\}=0
\end{align}
</math>
|-
|[[Modified Korteweg–de Vries equation|KdV (modified)]]
|<math>\displaystyle \partial_t u + \partial_x^3 u \pm 6\, u^2\, \partial_x u  = 0</math>
|-
|KdV (modified modified)
|<math>\displaystyle  \partial_t u +  \partial_x^3 u - (\partial_x u)^3/8 + (\partial_x u)(Ae^{au}+B+Ce^{-au}) = 0</math>
|-
|KdV (spherical)
|<math>\displaystyle \partial_t u + \partial_x^3 u - 6\, u\, \partial_x u + u/t = 0</math>
|-
|[[Super Korteweg–de Vries equation|KdV (super)]]
|<math>\displaystyle \partial_t u = 6\, u\, \partial_x u - \partial_x^3 u + 3\, w\, \partial_x^2 w</math>,
<math>\displaystyle \partial_t w = 3\, (\partial_x u)\, w + 6\, u\, \partial_x w - 4\, \partial_x^3 w</math>
|-
|KdV (transitional)
|<math>\displaystyle \partial_t u + \partial_x^3 u - 6\, f(t)\, u\, \partial_x u  = 0</math>
|-
|KdV (variable coefficients)
|<math>\displaystyle \partial_t u + \beta\, t^n\, \partial_x^3 u + \alpha\, t^nu\, \partial_x u=  0</math>
|-
| Korteweg–de Vries–Burgers equation
|<math>\displaystyle \partial_t u + \mu\, \partial_x^3 u + 2\, u\, \partial_x u -\nu\, \partial_x^2 u = 0</math>
|}
 
==See also==
* [[Benjamin–Bona–Mahony equation]]
* [[Boussinesq approximation (water waves)]]
* [[Cnoidal wave]]
* [[Dispersion (water waves)]]
* [[Dispersionless equation]]
* [[Kadomtsev–Petviashvili equation]]
* [[Novikov–Veselov equation]]
* [[Ursell number]]
* [[Vector soliton]]
 
==Notes==
{{reflist}}
 
==References==
 
*{{citation|last=Boussinesq|first= J.|title= Essai sur la theorie des eaux courantes|series= Memoires presentes par divers savants ` l’Acad. des Sci. Inst. Nat. France, XXIII|pages= 1–680|year=1877|url=http://gallica.bnf.fr/ark:/12148/bpt6k56673076}}
* {{cite arXiv | first=E.M. |last=de Jager | year=2006 | eprint=math/0602661 | version=v1 | title= On the origin of the Korteweg–de Vries equation | class=math.HO }}
* {{citation | title=Water wave propagation over uneven bottoms | first=M.W. | last=Dingemans | year=1997 | series=Advanced Series on Ocean Engineering | volume=13 | publisher=World Scientific, Singapore | isbn=981-02-0427-2 }}, 2 Parts, 967 pages
* {{citation|mr=0716135|last= Drazin|first= P. G.|title= Solitons|series= London Mathematical Society Lecture Note Series|volume= 85|publisher= Cambridge University Press|place= Cambridge|year= 1983|pages= viii+136  |isbn= 0-521-27422-2}}
* {{Citation| last = Grunert| first = Katrin| last2 = Teschl| first2 = Gerald| author2-link = Gerald Teschl | year = 2009| title = Long-Time Asymptotics for the Korteweg-de Vries Equation via Nonlinear Steepest Descent| periodical = Math. Phys. Anal. Geom.| volume = 12| issue = 3| pages = 287–324| arxiv = 0807.5041| doi = 10.1007/s11040-009-9062-2|bibcode = 2009MPAG...12..287G }}
* {{Citation | last1=Kappeler | first1=Thomas | last2=Pöschel | first2=Jürgen | title=KdV & KAM | publisher=[[Springer-Verlag]] | location=Berlin, New York | series=Ergebnisse der Mathematik und ihrer Grenzgebiete. 3. Folge. A Series of Modern Surveys in Mathematics [Results in Mathematics and Related Areas. 3rd Series. A Series of Modern Surveys in Mathematics] | isbn=978-3-540-02234-3 | mr=1997070 | year=2003 | volume=45}}
* {{citation|first=D. J.|last= Korteweg|first2=G. |last2=de Vries|title=On the Change of Form of Long Waves Advancing in a Rectangular Canal, and on a New Type of Long Stationary Waves|journal=Philosophical Magazine|volume=39|issue=240|pages= 422–443|year= 1895|doi=10.1080/14786449508620739}}
* {{citation|first=P.|last= Lax|authorlink=Peter Lax|title=Integrals of nonlinear equations of evolution and solitary waves|journal=Comm. Pure Applied Math.|volume=21|year=1968|pages= 467–490|doi=10.1002/cpa.3160210503|issue=5 }}
*{{Citation
| doi = 10.1017/S0022112081001559
| volume = 106
| year = 1981
| pages = 131–147
| last = Miles
| first = John W.
| authorlink = John W. Miles
| title = The Korteweg–De Vries equation: A historical essay
| journal = Journal of Fluid Mechanics
|bibcode = 1981JFM...106..131M
| postscript = . }}
*{{citation|mr=0252826|last= Miura|first= Robert M.|last2= Gardner|first2= Clifford S.|last3= Kruskal|first3= Martin D. |title=Korteweg–de Vries equation and generalizations. II. Existence of conservation laws and constants of motion|journal=  J. Mathematical Phys. |volume= 9 |year= 1968 |pages=1204–1209|doi=10.1063/1.1664701|bibcode = 1968JMP.....9.1204M|issue=8 }}
*{{springer|id=K/k055800|first=L.A.|last= Takhtadzhyan}}
*{{citation|title=Interaction of "Solitons" in a Collisionless Plasma and the Recurrence of Initial States
|first=    N. J.|last= Zabusky
|first2=    M. D.|last2= Kruskal
|journal=Phys. Rev. Lett. |volume=15|pages= 240–243 |year=1965
|doi= 10.1103/PhysRevLett.15.240|bibcode=1965PhRvL..15..240Z|issue=6}}
 
==External links==
{{Commons category}}
* [http://eqworld.ipmnet.ru/en/solutions/npde/npde5101.pdf Korteweg–de Vries equation] at EqWorld: The World of Mathematical Equations.
* [http://www.primat.mephi.ru/wiki/ow.asp?Korteweg-de_Vries_equation Korteweg–de Vries equation] at NEQwiki, the nonlinear equations encyclopedia.
* [http://eqworld.ipmnet.ru/en/solutions/npde/npde5102.pdf Cylindrical Korteweg–de Vries equation] at EqWorld: The World of Mathematical Equations.
* [http://eqworld.ipmnet.ru/en/solutions/npde/npde5103.pdf Modified Korteweg–de Vries equation] at EqWorld: The World of Mathematical Equations.
* [http://www.primat.mephi.ru/wiki/ow.asp?Modified_Korteweg-de_Vries_equation Modified Korteweg–de Vries equation] at NEQwiki, the nonlinear equations encyclopedia.
* {{mathworld|urlname=Korteweg–deVriesEquation |title=Korteweg–deVries Equation}}
* [http://panda.unm.edu/Courses/Finley/p573/solitons/KdVDeriv.pdf Derivation] of the Korteweg–de Vries equation for a narrow canal.
*Three Solitons Solution of KdV Equation – [http://www.youtube.com/watch?v=H4rN3Wr4ctw]
*Three Solitons (unstable) Solution of KdV Equation – [http://www.youtube.com/watch?v=5z5SylS2QHE]
*Mathematical aspects of equations of [http://tosio.math.toronto.edu/wiki/index.php/Korteweg-de_Vries_equation Korteweg–de Vries type] are discussed on the [http://tosio.math.toronto.edu/wiki/index.php/Main_Page Dispersive PDE Wiki].
* [http://demonstrations.wolfram.com/SolitonsFromTheKortewegDeVriesEquation/ Solitons from the Korteweg–de Vries Equation] by  S. M. Blinder, [[The Wolfram Demonstrations Project]].
* [http://lie.math.brocku.ca/~sanco/solitons/index.html Solitons & Nonlinear Wave Equations]
 
{{DEFAULTSORT:Korteweg-De Vries Equation}}
[[Category:Partial differential equations]]
[[Category:Exactly solvable models]]
[[Category:Solitons]]
[[Category:Equations of fluid dynamics]]

Revision as of 20:29, 20 February 2014

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Among the various advantages the offered by epoxy resin bar tops and table tops the most appealing is perhaps the fact that they can be custom designed according to individual preferences. People can design a clear top or place items such as coins, cards, beads, or even small souvenirs inside them. Additionally they can add a trace of color or shade matching with the overall theme of their interiors to create a compatible look.

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