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GATE Mathematics Wave equation Syllabus
The Wave equation syllabus for GATE Mathematics in full: 3 chapters, every one listed below, plus 51 Wave equation flashcards with answers.
Wave equation syllabus: all 3 chapters
Expand any chapter to see its topics and sub-topics.
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Cauchy problem and d'Alembert formula
overviewNo separate topics listed for this chapter.
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Domains of dependence and influence
overviewNo separate topics listed for this chapter.
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Non-homogeneous wave equation
overviewNo separate topics listed for this chapter.
GATE Mathematics Wave equation flashcards — 51 questions with answers
What is the standard form of the one-dimensional wave equation for displacement $u(x,t)$?
$$\frac{\partial^{2} u}{\partial t^{2}} = c^{2}\,\frac{\partial^{2} u}{\partial x^{2}}$$ where $c>0$ is the wave speed.
In the 1D wave equation $u_{tt}=c^{2}u_{xx}$, what does the constant $c$ physically represent?
The speed of propagation of the wave (e.g. $c=\sqrt{T/\rho}$ for a vibrating string with tension $T$ and linear density $\rho$).
How is the wave equation classified among second-order linear PDEs?
It is a hyperbolic PDE.
For a general second-order PDE $Au_{xx}+Bu_{xy}+Cu_{yy}+\dots=0$, what discriminant condition makes it hyperbolic?
$$B^{2}-4AC > 0$$ The wave equation satisfies this, so it is hyperbolic.
Write d'Alembert's general solution of $u_{tt}=c^{2}u_{xx}$ on the infinite line.
$$u(x,t)=F(x-ct)+G(x+ct)$$ where $F$ and $G$ are arbitrary twice-differentiable functions.
In d'Alembert's solution $u=F(x-ct)+G(x+ct)$, what do the two terms represent?
$F(x-ct)$ is a wave travelling to the right (positive $x$) and $G(x+ct)$ is a wave travelling to the left, both with speed $c$.
State d'Alembert's formula for the initial value problem $u_{tt}=c^{2}u_{xx}$, $u(x,0)=\phi(x)$, $u_t(x,0)=\psi(x)$.
$$u(x,t)=\frac{1}{2}\big[\phi(x-ct)+\phi(x+ct)\big]+\frac{1}{2c}\int_{x-ct}^{x+ct}\psi(s)\,ds$$
What are the characteristic curves of the 1D wave equation $u_{tt}=c^{2}u_{xx}$?
The straight lines $x-ct=\text{const}$ and $x+ct=\text{const}$.
Which change of variables reduces $u_{tt}=c^{2}u_{xx}$ to canonical form, and what is that form?
With $\xi=x-ct$, $\eta=x+ct$ the equation becomes the canonical hyperbolic form $$u_{\xi\eta}=0.$$
What is the 'domain of dependence' of a point $(x_0,t_0)$ for the 1D wave equation?
The interval $[x_0-ct_0,\; x_0+ct_0]$ on the initial line $t=0$; the solution at $(x_0,t_0)$ depends only on the data there.
What is the 'domain of influence' of a point $x_0$ on the initial line?
The region $\{(x,t): x_0-ct\le x\le x_0+ct,\ t\ge 0\}$, i.e. the points reachable from $x_0$ at speed $c$.
Write the three-dimensional wave equation for $u(\vec{x},t)$.
$$\frac{\partial^{2} u}{\partial t^{2}} = c^{2}\,\nabla^{2} u$$ where $\nabla^{2}$ is the Laplacian.
Express the 2D wave equation in Cartesian coordinates.
$$u_{tt}=c^{2}\left(u_{xx}+u_{yy}\right)$$
What initial conditions are required to determine a unique solution of the wave equation?
Two conditions: the initial displacement $u(x,0)=\phi(x)$ and the initial velocity $u_t(x,0)=\psi(x)$.
Why does the wave equation require two initial conditions rather than one?
Because it is second order in time; the general solution involves two arbitrary functions, fixed by initial displacement and initial velocity.
State the wave equation for a vibrating string fixed at both ends $x=0$ and $x=L$.
$u_{tt}=c^{2}u_{xx}$ for $0<x<L$, with boundary conditions $u(0,t)=0$ and $u(L,t)=0$.
Using separation of variables $u(x,t)=X(x)T(t)$, what ODEs arise from $u_{tt}=c^{2}u_{xx}$?
$$X''+\lambda X=0,\qquad T''+c^{2}\lambda T=0$$ where $\lambda$ is the separation constant.
For a string fixed at $x=0,L$, what are the eigenvalues $\lambda_n$ from separation of variables?
$$\lambda_n=\left(\frac{n\pi}{L}\right)^{2},\qquad n=1,2,3,\dots$$
For a string of length $L$ fixed at both ends, what are the spatial eigenfunctions (normal modes)?
$$X_n(x)=\sin\!\left(\frac{n\pi x}{L}\right),\qquad n=1,2,3,\dots$$
Write the full series solution for a string fixed at both ends with $u_t(x,0)$ included.
$$u(x,t)=\sum_{n=1}^{\infty}\sin\!\frac{n\pi x}{L}\left[a_n\cos\frac{n\pi c t}{L}+b_n\sin\frac{n\pi c t}{L}\right]$$
Show the other 31 Wave equation flashcards
What are the natural (angular) frequencies of vibration of a string fixed at both ends?
$$\omega_n=\frac{n\pi c}{L},\qquad n=1,2,3,\dots$$
For the vibrating string, how are the coefficients $a_n$ determined from the initial displacement $\phi(x)$?
$$a_n=\frac{2}{L}\int_{0}^{L}\phi(x)\sin\!\frac{n\pi x}{L}\,dx$$
For the vibrating string, how are the coefficients $b_n$ determined from the initial velocity $\psi(x)$?
$$b_n=\frac{2}{n\pi c}\int_{0}^{L}\psi(x)\sin\!\frac{n\pi x}{L}\,dx$$
What is the fundamental frequency (first harmonic) of a string of length $L$ with wave speed $c$?
$$f_1=\frac{c}{2L}\qquad\text{(angular: }\omega_1=\tfrac{\pi c}{L}\text{)}$$
Define the term 'normal mode' for the vibrating string.
A standing-wave solution $u_n(x,t)=\sin\!\frac{n\pi x}{L}\big(a_n\cos\omega_n t+b_n\sin\omega_n t\big)$ in which every point oscillates with the same frequency $\omega_n$.
What is the energy (conserved quantity) associated with the 1D wave equation on a string?
$$E(t)=\frac{1}{2}\int\left(u_t^{2}+c^{2}u_x^{2}\right)dx,$$ which is constant in time for fixed/free ends.
State the conservation of energy property for the wave equation.
For solutions with suitable boundary conditions, the total energy $\frac{1}{2}\int (u_t^{2}+c^{2}u_x^{2})\,dx$ is conserved (independent of $t$).
What is the speed of propagation of information in the wave equation, and what principle does it embody?
Finite speed $c$: disturbances travel at speed exactly $c$, reflecting finite propagation speed (no instantaneous spreading).
Contrast the wave equation with the heat equation regarding propagation speed.
The wave equation (hyperbolic) has finite propagation speed $c$, while the heat equation (parabolic) has infinite propagation speed — disturbances are felt instantly everywhere.
What is Huygens' principle in odd space dimensions $\geq 3$ for the wave equation?
A sharp signal propagates exactly on the wavefront with no trailing tail (sharp Huygens principle); in $3$D the solution at a point depends only on data on a sphere, not its interior.
In which spatial dimensions does the strong Huygens principle hold for the wave equation?
In odd dimensions $\geq 3$ (notably $3$D). It fails in even dimensions (e.g. $2$D), where waves leave a trailing tail.
State Kirchhoff's formula (solution of the 3D wave equation) in words.
The solution at $(\vec{x},t)$ is given by spherical means of the initial data over the sphere of radius $ct$ centered at $\vec{x}$.
What is Poisson's spherical-mean (Kirchhoff) solution for $u_{tt}=c^2\nabla^2 u$ in 3D with $u(\vec x,0)=\phi$, $u_t(\vec x,0)=\psi$?
$$u(\vec x,t)=\frac{\partial}{\partial t}\!\left(t\,\overline{\phi}\right)+t\,\overline{\psi},$$ where $\overline{\phi},\overline{\psi}$ are averages over the sphere of radius $ct$ about $\vec x$.
Write the spherically symmetric 3D wave equation for $u(r,t)$.
$$u_{tt}=c^{2}\left(u_{rr}+\frac{2}{r}u_r\right)$$ Equivalently $(ru)_{tt}=c^{2}(ru)_{rr}$.
For spherically symmetric 3D waves, what substitution reduces the equation to a 1D wave equation?
Let $v=ru$. Then $v_{tt}=c^{2}v_{rr}$, the standard 1D wave equation.
What boundary condition corresponds to a 'fixed' (clamped) end of a string?
A Dirichlet condition: $u=0$ at that end, e.g. $u(0,t)=0$.
What boundary condition corresponds to a 'free' end of a string?
A Neumann condition: zero slope, $u_x=0$ at that end, e.g. $u_x(L,t)=0$.
For a semi-infinite string $x\ge 0$ with fixed end $u(0,t)=0$, how is d'Alembert's solution obtained?
By odd extension of the initial data to $x<0$; the incident wave reflects with inverted sign at $x=0$.
How does a wave reflect at a fixed (Dirichlet) boundary?
It reflects with a phase inversion (sign change / $180^\circ$ phase shift).
How does a wave reflect at a free (Neumann) boundary?
It reflects without phase inversion (same sign).
What does the principle of superposition state for the linear wave equation?
Any linear combination $\alpha u_1+\beta u_2$ of solutions is again a solution, since the equation is linear and homogeneous.
Write the inhomogeneous (forced) 1D wave equation.
$$u_{tt}-c^{2}u_{xx}=f(x,t)$$ where $f$ is an external forcing/source term.
State Duhamel's principle solution for $u_{tt}-c^2u_{xx}=f(x,t)$ with zero initial data.
$$u(x,t)=\frac{1}{2c}\int_{0}^{t}\int_{x-c(t-s)}^{x+c(t-s)} f(y,s)\,dy\,ds$$
What is a standing wave, expressed as a product solution?
$u(x,t)=\sin(kx)\cos(\omega t)$ — spatial and temporal parts separate; nodes stay fixed in space while amplitude oscillates.
What is the dispersion relation for the classical wave equation $u_{tt}=c^2u_{xx}$?
$$\omega=\pm c\,k$$ Phase velocity $\omega/k=c$ is independent of $k$, so the equation is non-dispersive.
Why is the standard wave equation called 'non-dispersive'?
Because all frequencies travel at the same phase speed $c$ (since $\omega=ck$), so a wave packet keeps its shape without spreading.
Write a plane-wave (complex exponential) solution of the wave equation and the condition it must satisfy.
$u=e^{i(kx-\omega t)}$ is a solution provided $\omega^{2}=c^{2}k^{2}$, i.e. $\omega=\pm ck$.
What is the telegrapher's / Klein-Gordon-type modification of the wave equation, and how does it differ?
$$u_{tt}-c^{2}u_{xx}+m^{2}u=0$$ It is dispersive — its dispersion relation $\omega^{2}=c^{2}k^{2}+m^{2}$ makes phase speed depend on $k$.
Define phase velocity and group velocity for a wave $\omega(k)$.
Phase velocity $v_p=\dfrac{\omega}{k}$; group velocity $v_g=\dfrac{d\omega}{dk}$. For $u_{tt}=c^2u_{xx}$ both equal $c$.
State the uniqueness result for the wave equation initial-boundary value problem.
With given initial displacement, initial velocity, and (Dirichlet/Neumann) boundary data, the solution is unique — typically proved via the energy method (energy conservation forces a zero-data solution to vanish).
What is the relationship between the 1D wave equation and a pair of first-order transport equations?
$u_{tt}-c^2u_{xx}=(\partial_t-c\partial_x)(\partial_t+c\partial_x)u=0$, factoring into left- and right-moving transport operators with speeds $\pm c$.
GATE Mathematics Wave equation FAQ
What is in the GATE Mathematics Wave equation syllabus?
GATE Mathematics Wave equation is split into 3 chapters: Cauchy problem and d'Alembert formula, Domains of dependence and influence and Non-homogeneous wave equation.
How many chapters are in GATE Mathematics Wave equation?
3 chapters.
Are there flashcards for GATE Mathematics Wave equation?
Yes — a 51-card Wave equation deck, printed in full in the flashcards section of this page and available in the Examius app with spaced repetition. The free plan covers one exam of your choice, including its flashcards; Examius Pro, a one-time purchase, unlocks every other exam and deck.