🇮🇳 GATE Petroleum Engineering · subject
GATE Petroleum Engineering Engineering Mathematics Syllabus
The Engineering Mathematics syllabus for GATE Petroleum Engineering in full: 6 chapters and 35 topics, every one listed below, plus 51 Engineering Mathematics flashcards with answers.
Engineering Mathematics syllabus: all 6 chapters
Expand any chapter to see its topics and sub-topics.
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Linear Algebra
3 topics- Matrix algebra
- Systems of linear equations
- Eigen values and eigenvectors
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Calculus
14 topics- Functions of single variable
- Limit, continuity and differentiability
- Taylor series
- Mean value theorems
- Evaluation of definite and improper integrals
- Partial derivatives
- Total derivative
- Maxima and minima
- Gradient
- Divergence and Curl
- Vector identities
- Directional derivatives
- Line, Surface and Volume integrals
- Stokes, Gauss and Green’s theorems
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Differential Equations
6 topics- First order equations (linear and nonlinear)
- Higher order linear differential equations with constant coefficients
- Cauchy’s and Euler’s equations
- Initial and boundary value problems
- Laplace transforms
- Solutions of one dimensional heat and wave equations and Laplace equation
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Complex Variables
3 topics- Complex number
- Polar form of complex number
- Triangle inequality
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Probability and Statistics
6 topics- Definitions of probability and sampling theorems
- Conditional probability
- Mean, median, mode and standard deviation
- Random variables
- Poisson, Normal and Binomial distributions
- Linear regression analysis
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Numerical Methods
3 topics- Numerical solutions of linear and non-linear algebraic equations
- Integration by trapezoidal and Simpson’s rule
- Single and multi-step methods for numerical solution of differential equations
GATE Petroleum Engineering Engineering Mathematics flashcards — 51 questions with answers
What is the necessary and sufficient condition for a square matrix $A$ to be invertible (non-singular)?
Its determinant must be non-zero, $\det(A) \neq 0$. Equivalently, $A$ has full rank and its columns (rows) are linearly independent.
State the formula for the inverse of a non-singular matrix $A$ in terms of its adjugate.
$$A^{-1} = \frac{1}{\det(A)}\,\operatorname{adj}(A)$$ where $\operatorname{adj}(A)$ is the transpose of the cofactor matrix.
For a $2\times 2$ matrix $A=\begin{pmatrix} a & b \\ c & d \end{pmatrix}$, give $\det(A)$ and $A^{-1}$.
$\det(A)=ad-bc$, and $$A^{-1}=\frac{1}{ad-bc}\begin{pmatrix} d & -b \\ -c & a \end{pmatrix}.$$
What is the rank of a matrix, and how is it found?
The rank is the maximum number of linearly independent rows (or columns), equal to the number of non-zero rows in row echelon form, or the order of the largest non-vanishing minor.
State the properties of determinants: effect of (a) swapping two rows, (b) multiplying a row by scalar $k$, (c) a repeated row.
(a) Swapping two rows multiplies the determinant by $-1$. (b) Multiplying one row by $k$ multiplies the determinant by $k$. (c) Two identical rows give $\det = 0$.
State the Cayley–Hamilton theorem.
Every square matrix satisfies its own characteristic equation: if $p(\lambda)=\det(A-\lambda I)=0$, then substituting $A$ gives $p(A)=0$.
How many solutions does a system $A\vec{x}=\vec{b}$ have based on rank? State the consistency conditions.
With $n$ unknowns: if $\operatorname{rank}(A)=\operatorname{rank}([A|b])=n$, unique solution; if both ranks equal but $<n$, infinitely many; if $\operatorname{rank}(A)\neq\operatorname{rank}([A|b])$, no solution (inconsistent).
For a homogeneous system $A\vec{x}=\vec{0}$, when does a non-trivial solution exist?
A non-trivial solution exists if and only if $\det(A)=0$, i.e. $\operatorname{rank}(A)<n$ (number of unknowns). Otherwise only $\vec{x}=\vec{0}$.
State Cramer's rule for solving $A\vec{x}=\vec{b}$.
For a non-singular $A$, $$x_i=\frac{\det(A_i)}{\det(A)}$$ where $A_i$ is $A$ with its $i$-th column replaced by $\vec{b}$.
Define the eigenvalues and eigenvectors of a square matrix $A$.
A scalar $\lambda$ and non-zero vector $\vec{x}$ satisfying $A\vec{x}=\lambda\vec{x}$. The eigenvalues solve the characteristic equation $\det(A-\lambda I)=0$; each $\vec{x}$ is the corresponding eigenvector.
For an $n\times n$ matrix, relate the sum and product of eigenvalues to the matrix.
Sum of eigenvalues $=\operatorname{trace}(A)=\sum a_{ii}$. Product of eigenvalues $=\det(A)$.
What are the eigenvalues of $A^{-1}$, $A^{k}$, and $A^{T}$ in terms of the eigenvalues $\lambda$ of $A$?
$A^{-1}$ has eigenvalues $\frac{1}{\lambda}$; $A^{k}$ has eigenvalues $\lambda^{k}$; $A^{T}$ has the same eigenvalues $\lambda$ as $A$.
What are the eigenvalues of (a) a triangular matrix and (b) a symmetric real matrix?
(a) The diagonal entries themselves. (b) All real, and eigenvectors for distinct eigenvalues are orthogonal.
Define the limit of a function: $\lim_{x\to a} f(x)=L$.
For every $\varepsilon>0$ there exists $\delta>0$ such that $0<|x-a|<\delta \implies |f(x)-L|<\varepsilon$. The left- and right-hand limits must both equal $L$.
State the condition for a function $f$ to be continuous at $x=a$.
$f$ is continuous at $a$ if $\lim_{x\to a} f(x)=f(a)$; i.e. $f(a)$ exists, the limit exists, and they are equal.
What is the relationship between differentiability and continuity?
Differentiability implies continuity, but continuity does not imply differentiability (e.g. $f(x)=|x|$ is continuous yet not differentiable at $x=0$).
State the definition of the derivative of $f$ at $x$ as a limit.
$$f'(x)=\lim_{h\to 0}\frac{f(x+h)-f(x)}{h}$$ provided the limit exists.
Write the Taylor series expansion of $f(x)$ about $x=a$.
$$f(x)=\sum_{n=0}^{\infty}\frac{f^{(n)}(a)}{n!}(x-a)^{n}=f(a)+f'(a)(x-a)+\frac{f''(a)}{2!}(x-a)^{2}+\cdots$$
What is a Maclaurin series, and give the expansion of $e^{x}$.
A Taylor series about $a=0$. $$e^{x}=\sum_{n=0}^{\infty}\frac{x^{n}}{n!}=1+x+\frac{x^{2}}{2!}+\frac{x^{3}}{3!}+\cdots$$
Give the Maclaurin series for $\sin x$ and $\cos x$.
$$\sin x=x-\frac{x^{3}}{3!}+\frac{x^{5}}{5!}-\cdots,\qquad \cos x=1-\frac{x^{2}}{2!}+\frac{x^{4}}{4!}-\cdots$$
Show the other 31 Engineering Mathematics flashcards
State Rolle's theorem.
If $f$ is continuous on $[a,b]$, differentiable on $(a,b)$, and $f(a)=f(b)$, then there exists $c\in(a,b)$ with $f'(c)=0$.
State Lagrange's mean value theorem.
If $f$ is continuous on $[a,b]$ and differentiable on $(a,b)$, then there exists $c\in(a,b)$ such that $$f'(c)=\frac{f(b)-f(a)}{b-a}.$$
State Cauchy's mean value theorem.
If $f,g$ are continuous on $[a,b]$, differentiable on $(a,b)$, and $g'\neq0$, then there is $c\in(a,b)$ with $$\frac{f'(c)}{g'(c)}=\frac{f(b)-f(a)}{g(b)-g(a)}.$$
State the fundamental theorem of calculus (part relating definite integral to antiderivative).
If $F'(x)=f(x)$, then $$\int_{a}^{b} f(x)\,dx=F(b)-F(a).$$
What is an improper integral, and what does it mean for it to converge?
An integral with an infinite limit or an unbounded integrand, e.g. $\int_{a}^{\infty} f\,dx=\lim_{t\to\infty}\int_{a}^{t} f\,dx$. It converges if this limit exists and is finite; otherwise it diverges.
For what values of $p$ does $\int_{1}^{\infty}\frac{dx}{x^{p}}$ converge?
It converges if $p>1$ (to $\frac{1}{p-1}$) and diverges if $p\leq 1$.
Define the Gamma function and give $\Gamma(n)$ for positive integer $n$.
$$\Gamma(n)=\int_{0}^{\infty} x^{n-1}e^{-x}\,dx,\qquad \Gamma(n)=(n-1)!\ \text{for integer }n,\quad \Gamma\!\left(\tfrac{1}{2}\right)=\sqrt{\pi}.$$
Define the partial derivative $\frac{\partial f}{\partial x}$ of $f(x,y)$.
$$\frac{\partial f}{\partial x}=\lim_{h\to 0}\frac{f(x+h,y)-f(x,y)}{h}$$ — differentiate with respect to $x$ treating $y$ as constant.
State the total derivative (total differential) of $z=f(x,y)$.
$$dz=\frac{\partial f}{\partial x}\,dx+\frac{\partial f}{\partial y}\,dy.$$
If $z=f(x,y)$ with $x=x(t)$, $y=y(t)$, write the chain rule for $\frac{dz}{dt}$.
$$\frac{dz}{dt}=\frac{\partial f}{\partial x}\frac{dx}{dt}+\frac{\partial f}{\partial y}\frac{dy}{dt}.$$
State Euler's theorem for a homogeneous function $f(x,y)$ of degree $n$.
If $f$ is homogeneous of degree $n$, then $$x\frac{\partial f}{\partial x}+y\frac{\partial f}{\partial y}=n\,f.$$
State the second-derivative (Hessian) test for maxima/minima of $f(x,y)$ at a critical point.
Let $D=f_{xx}f_{yy}-f_{xy}^{2}$. If $D>0$ and $f_{xx}>0$: local minimum; $D>0$ and $f_{xx}<0$: local maximum; $D<0$: saddle point; $D=0$: test inconclusive.
What is the necessary condition for a critical (stationary) point of $f(x,y)$?
Both first partial derivatives vanish: $$\frac{\partial f}{\partial x}=0\quad\text{and}\quad\frac{\partial f}{\partial y}=0.$$
Briefly describe the method of Lagrange multipliers for constrained optimization.
To extremize $f$ subject to $g=0$, solve $\nabla f=\lambda\nabla g$ together with $g=0$, where $\lambda$ is the Lagrange multiplier. The solutions give candidate constrained extrema.
Define the gradient $\nabla\phi$ of a scalar field $\phi(x,y,z)$.
$$\nabla\phi=\frac{\partial\phi}{\partial x}\hat{i}+\frac{\partial\phi}{\partial y}\hat{j}+\frac{\partial\phi}{\partial z}\hat{k}.$$ It is a vector pointing in the direction of greatest increase of $\phi$.
Define the directional derivative of $\phi$ in the direction of unit vector $\hat{n}$.
$$D_{\hat{n}}\phi=\nabla\phi\cdot\hat{n}.$$ It is maximum (equal to $|\nabla\phi|$) when $\hat{n}$ is along $\nabla\phi$.
Define the divergence of a vector field $\vec{F}=F_1\hat{i}+F_2\hat{j}+F_3\hat{k}$.
$$\nabla\cdot\vec{F}=\frac{\partial F_1}{\partial x}+\frac{\partial F_2}{\partial y}+\frac{\partial F_3}{\partial z}.$$ It is a scalar measuring net outward flux per unit volume.
Define the curl of a vector field $\vec{F}$.
$$\nabla\times\vec{F}=\begin{vmatrix}\hat{i}&\hat{j}&\hat{k}\\[2pt]\frac{\partial}{\partial x}&\frac{\partial}{\partial y}&\frac{\partial}{\partial z}\\[2pt]F_1&F_2&F_3\end{vmatrix}.$$ It is a vector measuring local rotation.
What does it mean for a vector field to be solenoidal and irrotational?
Solenoidal: $\nabla\cdot\vec{F}=0$ (divergence-free). Irrotational (conservative): $\nabla\times\vec{F}=\vec{0}$, so $\vec{F}=\nabla\phi$ for some scalar potential $\phi$.
State the vector identities $\nabla\times(\nabla\phi)$ and $\nabla\cdot(\nabla\times\vec{F})$.
$$\nabla\times(\nabla\phi)=\vec{0},\qquad \nabla\cdot(\nabla\times\vec{F})=0.$$ The curl of a gradient and the divergence of a curl always vanish.
Express $\nabla\cdot(\nabla\phi)$ and state what operator it is.
$$\nabla\cdot(\nabla\phi)=\nabla^{2}\phi=\frac{\partial^{2}\phi}{\partial x^{2}}+\frac{\partial^{2}\phi}{\partial y^{2}}+\frac{\partial^{2}\phi}{\partial z^{2}},$$ the Laplacian of $\phi$.
State the identity for $\nabla\cdot(\phi\vec{F})$.
$$\nabla\cdot(\phi\vec{F})=\phi(\nabla\cdot\vec{F})+\vec{F}\cdot(\nabla\phi).$$
State the curl–curl vector identity $\nabla\times(\nabla\times\vec{F})$.
$$\nabla\times(\nabla\times\vec{F})=\nabla(\nabla\cdot\vec{F})-\nabla^{2}\vec{F}.$$
What is a line integral $\int_C \vec{F}\cdot d\vec{r}$, and what does it represent physically?
$$\int_C \vec{F}\cdot d\vec{r}=\int_C (F_1\,dx+F_2\,dy+F_3\,dz),$$ representing the work done by force field $\vec{F}$ along curve $C$.
For a conservative field $\vec{F}=\nabla\phi$, what is $\int_C \vec{F}\cdot d\vec{r}$ from $A$ to $B$?
It is path-independent: $$\int_C \vec{F}\cdot d\vec{r}=\phi(B)-\phi(A),$$ and equals $0$ around any closed loop.
State Green's theorem.
For a positively oriented closed curve $C$ bounding region $R$ in the plane: $$\oint_C (P\,dx+Q\,dy)=\iint_R\left(\frac{\partial Q}{\partial x}-\frac{\partial P}{\partial y}\right)dx\,dy.$$
State the Gauss divergence theorem.
For a closed surface $S$ enclosing volume $V$: $$\oiint_S \vec{F}\cdot \hat{n}\,dS=\iiint_V (\nabla\cdot\vec{F})\,dV.$$ It converts a surface flux integral into a volume integral.
State Stokes' theorem.
For an open surface $S$ bounded by closed curve $C$: $$\oint_C \vec{F}\cdot d\vec{r}=\iint_S (\nabla\times\vec{F})\cdot \hat{n}\,dS.$$ It relates a line integral to a surface curl integral.
How is a first-order ODE $\frac{dy}{dx}=f(x,y)$ solved by separation of variables?
If it can be written $g(y)\,dy=h(x)\,dx$, integrate both sides: $$\int g(y)\,dy=\int h(x)\,dx + C.$$
Give the standard form and integrating factor of a first-order linear ODE.
Standard form: $\frac{dy}{dx}+P(x)y=Q(x)$. Integrating factor $\mu=e^{\int P\,dx}$, giving solution $$y\,\mu=\int \mu\,Q\,dx + C.$$
What is the condition for the equation $M\,dx+N\,dy=0$ to be exact, and how is it solved?
Exact if $\frac{\partial M}{\partial y}=\frac{\partial N}{\partial x}$. Then there exists $F$ with $F_x=M$, $F_y=N$, and the solution is $F(x,y)=C$.
GATE Petroleum Engineering Engineering Mathematics FAQ
What is in the GATE Petroleum Engineering Engineering Mathematics syllabus?
GATE Petroleum Engineering Engineering Mathematics is split into 6 chapters: Linear Algebra, Calculus, Differential Equations, Complex Variables, Probability and Statistics and Numerical Methods. Together they contain 35 topics.
How many chapters are in GATE Petroleum Engineering Engineering Mathematics?
6 chapters, containing 35 topics. The largest chapter is Calculus, with 14 topics.
Are there flashcards for GATE Petroleum Engineering Engineering Mathematics?
Yes — a 51-card Engineering Mathematics 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.