🇮🇳 GATE Mechanical Engineering · subject
GATE Mechanical Engineering Fluid Mechanics and Thermal Sciences Syllabus
The Fluid Mechanics and Thermal Sciences syllabus for GATE Mechanical Engineering in full: 4 chapters, 47 topics and 14 sub-topics, every one listed below, plus 50 Fluid Mechanics and Thermal Sciences flashcards with answers.
Fluid Mechanics and Thermal Sciences syllabus: all 4 chapters
Expand any chapter to see its topics and sub-topics.
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Fluid Mechanics
15 topics- Fluid properties
- Fluid statics
- Forces on submerged bodies
- Stability of floating bodies
- Control-volume analysis of mass, momentum and energy
- Fluid acceleration
- Differential equations of continuity and momentum
- Bernoulli’s equation
- Dimensional analysis
- Viscous flow of incompressible fluids
- Boundary layer
- Elementary turbulent flow
- Flow through pipes
- Head losses in pipes, bends and fittings
- Basics of compressible fluid flow
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Heat-Transfer
19 topics- Modes of heat transfer
- One dimensional heat conduction
- Resistance concept and electrical analogy
- Heat transfer through fins
- Unsteady heat conduction
- Lumped parameter system
- Heisler's charts
- Thermal boundary layer
- Dimensionless parameters in free and forced convective heat transfer
- Heat transfer correlations for flow over flat plates and through pipes
- Effect of turbulence
- Heat exchanger performance
- LMTD and NTU methods
- Radiative heat transfer
- Stefan-Boltzmann law
- Wien's displacement law
- Black and grey surfaces
- View factors
- Radiation network analysis
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Thermodynamics
9 topics- Thermodynamic systems and processes
- Properties of pure substances
- Behavior of ideal and real gases
- Zeroth and first laws of thermodynamics
- Calculation of work and heat in various processes
- Second law of thermodynamics
- Thermodynamic property charts and tables
- Availability and irreversibility
- Thermodynamic relations
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Applications
4 topics- Power Engineering
- Air and gas compressors
- Vapour and gas power cycles
- Concepts of regeneration and reheat
- I.C. Engines
- Air-standard Otto cycle
- Diesel cycle
- Dual cycle
- Refrigeration and air-conditioning
- Vapour and gas refrigeration and heat pump cycles
- Properties of moist air
- Psychrometric chart
- Basic psychrometric processes
- Turbomachinery
- Impulse and reaction principles
- Velocity diagrams
- Pelton-wheel, Francis and Kaplan turbines
- Steam and gas turbines
- Power Engineering
GATE Mechanical Engineering Fluid Mechanics and Thermal Sciences flashcards — 50 questions with answers
Define dynamic viscosity and state Newton's law of viscosity for a Newtonian fluid.
Dynamic (absolute) viscosity $\mu$ relates shear stress to velocity gradient: $$\tau = \mu \frac{du}{dy}$$ where $\tau$ is shear stress and $\frac{du}{dy}$ is the velocity gradient (rate of shear strain). SI unit of $\mu$ is $\text{Pa·s}$.
What is kinematic viscosity and how does it relate to dynamic viscosity?
Kinematic viscosity $\nu$ is the ratio of dynamic viscosity to density: $$\nu = \frac{\mu}{\rho}$$ Its SI unit is $\text{m}^{2}/\text{s}$ (CGS unit: stokes).
Define surface tension and give the pressure inside a spherical droplet, a soap bubble, and a liquid jet.
Surface tension $\sigma$ is the tensile force per unit length along a liquid surface. Excess pressures: droplet $\Delta p = \frac{4\sigma}{d}$; soap bubble (two surfaces) $\Delta p = \frac{8\sigma}{d}$; liquid jet/cylinder $\Delta p = \frac{2\sigma}{d}$, where $d$ is the diameter.
Give the capillary rise/depression formula and state when rise vs depression occurs.
$$h = \frac{4\sigma \cos\theta}{\rho g d}$$ where $\theta$ is the contact angle. Rise occurs for wetting liquids ($\theta < 90^\circ$, e.g. water in glass); depression occurs for non-wetting liquids ($\theta > 90^\circ$, e.g. mercury).
Define bulk modulus of elasticity and its relation to compressibility.
Bulk modulus $$K = -\frac{dp}{dV/V} = \rho \frac{dp}{d\rho}$$ Compressibility $\beta = \frac{1}{K}$. A higher $K$ means the fluid is less compressible.
State the basic hydrostatic pressure variation equation and pressure at depth $h$ in a static incompressible fluid.
$$\frac{dp}{dz} = -\rho g$$ For constant density, gauge pressure at depth $h$ below the free surface is $$p = \rho g h$$
What is the difference between absolute, gauge, and vacuum pressure?
$$p_{abs} = p_{atm} + p_{gauge}$$ Gauge pressure is measured relative to atmospheric pressure. Vacuum (negative gauge) pressure exists when $p_{abs} < p_{atm}$, so $p_{vac} = p_{atm} - p_{abs}$.
For a plane submerged surface, where does the total hydrostatic force act and what is its magnitude?
Magnitude $F = \rho g \bar{h} A$, acting at the centroid depth $\bar{h}$. It acts at the centre of pressure, located below the centroid at depth $$h_{cp} = \bar{h} + \frac{I_G \sin^{2}\theta}{\bar{h} A}$$ where $I_G$ is the second moment of area about the centroidal axis.
State Archimedes' principle and the expression for buoyant force.
A body immersed in a fluid experiences an upward buoyant force equal to the weight of the displaced fluid: $$F_B = \rho_{fluid}\, g\, V_{displaced}$$ The force acts through the centroid of the displaced volume (centre of buoyancy).
Define metacentre and metacentric height, and give the formula for $GM$.
The metacentre $M$ is the point where the buoyancy line of action intersects the body's axis when slightly tilted. Metacentric height $$GM = \frac{I}{V} - BG$$ where $I$ is the second moment of the waterplane area, $V$ the displaced volume, and $BG$ the distance between centre of buoyancy and centre of gravity.
State the stability conditions for a floating body in terms of metacentric height.
Floating body: stable if $M$ lies above $G$ ($GM > 0$), unstable if $M$ below $G$ ($GM < 0$), neutral if $M$ coincides with $G$ ($GM = 0$). For a fully submerged body, stability requires $B$ (centre of buoyancy) above $G$.
State the Reynolds Transport Theorem in words and symbols.
It relates the rate of change of an extensive property $N$ of a system to the control volume: $$\frac{dN_{sys}}{dt} = \frac{\partial}{\partial t}\int_{CV} \eta\,\rho\,dV + \int_{CS} \eta\,\rho\,(\vec{V}\cdot\hat{n})\,dA$$ where $\eta = N/m$ is the intensive property.
Write the steady-flow continuity equation for a control volume with one inlet and one outlet.
$$\rho_1 A_1 V_1 = \rho_2 A_2 V_2$$ For incompressible flow ($\rho$ constant): $$A_1 V_1 = A_2 V_2 = Q$$
State the linear momentum equation for a steady-flow control volume.
The net external force equals the net rate of momentum outflow: $$\sum \vec{F} = \int_{CS} \vec{V}\,\rho\,(\vec{V}\cdot\hat{n})\,dA = \dot{m}(\vec{V}_{out} - \vec{V}_{in})$$ for uniform single inlet/outlet.
Write the steady-flow energy equation (per unit weight) between two points including head loss.
$$\frac{p_1}{\rho g} + \frac{V_1^{2}}{2g} + z_1 + h_{pump} = \frac{p_2}{\rho g} + \frac{V_2^{2}}{2g} + z_2 + h_{turbine} + h_L$$
Distinguish local (temporal) and convective acceleration; write total acceleration in a flow field.
$$\vec{a} = \underbrace{\frac{\partial \vec{V}}{\partial t}}_{\text{local}} + \underbrace{(\vec{V}\cdot\nabla)\vec{V}}_{\text{convective}}$$ Local acceleration is the time change at a point; convective acceleration arises from spatial velocity variation.
Write the x-component of acceleration of a fluid particle in Cartesian coordinates.
$$a_x = \frac{\partial u}{\partial t} + u\frac{\partial u}{\partial x} + v\frac{\partial u}{\partial y} + w\frac{\partial u}{\partial z}$$
Write the differential continuity equation (general and incompressible forms).
General: $$\frac{\partial \rho}{\partial t} + \nabla\cdot(\rho \vec{V}) = 0$$ Incompressible: $$\nabla\cdot\vec{V} = \frac{\partial u}{\partial x} + \frac{\partial v}{\partial y} + \frac{\partial w}{\partial z} = 0$$
State the Navier–Stokes equation (vector form) for an incompressible Newtonian fluid.
$$\rho\frac{D\vec{V}}{Dt} = -\nabla p + \rho \vec{g} + \mu \nabla^{2}\vec{V}$$ The terms represent inertia, pressure gradient, body force, and viscous diffusion respectively.
What is the Euler equation of motion along a streamline?
For inviscid flow: $$\frac{1}{\rho}\frac{\partial p}{\partial s} + V\frac{\partial V}{\partial s} + g\frac{\partial z}{\partial s} = 0$$ Integrating this along a streamline (steady, incompressible) yields Bernoulli's equation.
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State Bernoulli's equation and list the assumptions behind it.
$$\frac{p}{\rho g} + \frac{V^{2}}{2g} + z = \text{constant along a streamline}$$ Assumptions: steady, incompressible, inviscid (frictionless), flow along a streamline, no shaft work or heat transfer.
Define stream function $\psi$ and velocity potential $\phi$ for 2-D incompressible flow.
Stream function: $u = \frac{\partial \psi}{\partial y},\; v = -\frac{\partial \psi}{\partial x}$ (satisfies continuity automatically). Velocity potential: $u = \frac{\partial \phi}{\partial x},\; v = \frac{\partial \phi}{\partial y}$ (exists only for irrotational flow). Lines of constant $\psi$ and $\phi$ are orthogonal.
Define vorticity and the condition for irrotational flow.
Vorticity $\vec{\omega} = \nabla\times\vec{V}$. Flow is irrotational when $\vec{\omega} = 0$. In 2-D, the rotation is $\omega_z = \frac{1}{2}\left(\frac{\partial v}{\partial x} - \frac{\partial u}{\partial y}\right)$; irrotational requires $\frac{\partial v}{\partial x} = \frac{\partial u}{\partial y}$.
State Buckingham's $\pi$-theorem.
If a physical problem involves $n$ variables with $m$ independent fundamental dimensions, it can be reduced to $(n-m)$ independent dimensionless $\pi$ groups: $$f(\pi_1, \pi_2, \ldots, \pi_{n-m}) = 0$$
Define the Reynolds number and state its physical meaning.
$$Re = \frac{\rho V L}{\mu} = \frac{V L}{\nu}$$ It is the ratio of inertial forces to viscous forces, and governs the transition between laminar and turbulent flow.
Give the definitions of Froude, Mach, Euler, and Weber numbers.
Froude $Fr = \frac{V}{\sqrt{gL}}$ (inertia/gravity); Mach $Ma = \frac{V}{c}$ (inertia/elastic); Euler $Eu = \frac{V}{\sqrt{p/\rho}}$ (inertia/pressure); Weber $We = \frac{\rho V^{2} L}{\sigma}$ (inertia/surface tension).
For laminar fully developed flow in a circular pipe (Hagen–Poiseuille), give the velocity profile and ratio of max to mean velocity.
Parabolic profile: $$u(r) = u_{max}\left[1 - \left(\frac{r}{R}\right)^{2}\right]$$ with $u_{max} = 2 V_{avg}$, so $\frac{u_{max}}{V_{avg}} = 2$.
Give the Hagen–Poiseuille expression for pressure drop and discharge in laminar pipe flow.
$$\Delta p = \frac{32 \mu L V}{d^{2}}, \qquad Q = \frac{\pi \Delta p\, d^{4}}{128 \mu L}$$ Discharge varies with the fourth power of diameter.
For laminar flow between two stationary parallel plates, give max velocity ratio and the friction factor relation.
For flow between fixed parallel plates, $\frac{u_{max}}{V_{avg}} = \frac{3}{2}$. Velocity profile is parabolic. For pipe laminar flow the Darcy friction factor is $f = \frac{64}{Re}$.
Define the hydrodynamic boundary layer and its thickness $\delta$.
The boundary layer is the thin region near a solid surface where viscous effects are significant and velocity rises from zero (no-slip) to the free-stream value. $\delta$ is the distance from the wall where $u = 0.99\,U_\infty$.
Define displacement thickness and momentum thickness of a boundary layer.
Displacement thickness $$\delta^{*} = \int_0^\infty \left(1 - \frac{u}{U}\right)dy$$ Momentum thickness $$\theta = \int_0^\infty \frac{u}{U}\left(1 - \frac{u}{U}\right)dy$$ They quantify mass-flow and momentum deficits due to the boundary layer.
Give the Blasius laminar boundary-layer results for $\delta$ and local skin-friction coefficient over a flat plate.
$$\frac{\delta}{x} = \frac{5.0}{\sqrt{Re_x}}, \qquad C_{f,x} = \frac{0.664}{\sqrt{Re_x}}$$ valid for laminar flow with $Re_x = \frac{U x}{\nu}$.
What causes boundary-layer separation and what is the condition at the separation point?
Separation occurs under an adverse pressure gradient ($\frac{dp}{dx} > 0$), where flow decelerates and reverses. At the separation point the wall velocity gradient vanishes: $$\left(\frac{\partial u}{\partial y}\right)_{y=0} = 0$$
State the approximate Reynolds number ranges for laminar, transitional, and turbulent flow in a pipe.
Laminar: $Re < 2000$; Transitional: $2000 < Re < 4000$; Turbulent: $Re > 4000$. (Critical $Re \approx 2300$.) For a flat plate, transition occurs near $Re_x \approx 5\times10^{5}$.
Describe the turbulent velocity profile and the role of Reynolds (turbulent) shear stress.
Turbulent profile is fuller (flatter) than laminar, approximated by the $\frac{1}{7}$ power law $\frac{u}{u_{max}} = \left(\frac{y}{R}\right)^{1/7}$. Additional apparent stress (Reynolds stress) $\tau_t = -\rho\,\overline{u'v'}$ arises from velocity fluctuations and is modeled via eddy viscosity.
State the Darcy–Weisbach equation for major head loss in pipes.
$$h_f = f\frac{L}{d}\frac{V^{2}}{2g}$$ where $f$ is the Darcy friction factor, $L$ length, $d$ diameter, $V$ mean velocity. This accounts for frictional (major) losses.
Give the general form of minor losses in pipe fittings and the loss at a sudden expansion.
Minor loss: $$h_m = K\frac{V^{2}}{2g}$$ Sudden expansion (Borda–Carnot): $$h_L = \frac{(V_1 - V_2)^{2}}{2g}$$ where $K$ is the loss coefficient for the fitting/bend.
Define the Darcy friction factor for laminar flow and relate it to the Fanning friction factor.
Laminar: $f = \frac{64}{Re}$. The Darcy friction factor is four times the Fanning friction factor: $f_{Darcy} = 4 f_{Fanning}$.
Compare pipes in series and in parallel for flow and head loss.
Series: same discharge $Q$ through each pipe, total head loss adds: $h_L = h_{L1}+h_{L2}+\ldots$. Parallel: head loss across each pipe is equal, discharges add: $Q = Q_1 + Q_2 + \ldots$.
Define the hydraulic gradient line (HGL) and total energy line (TEL).
HGL plots $\frac{p}{\rho g} + z$ (pressure + elevation head). TEL plots $\frac{p}{\rho g} + z + \frac{V^{2}}{2g}$ (HGL plus velocity head). TEL always lies above HGL by the velocity head and slopes downward due to losses.
Define the speed of sound in a gas and the Mach number flow regimes.
$$c = \sqrt{\frac{\partial p}{\partial \rho}} = \sqrt{\gamma R T}$$ Regimes: subsonic $Ma<1$, sonic $Ma=1$, supersonic $Ma>1$, hypersonic $Ma\gtrsim5$.
Give the stagnation-to-static temperature ratio for isentropic compressible flow.
$$\frac{T_0}{T} = 1 + \frac{\gamma - 1}{2}Ma^{2}$$ Similarly $\frac{p_0}{p} = \left(1 + \frac{\gamma-1}{2}Ma^{2}\right)^{\frac{\gamma}{\gamma-1}}$.
State the three modes of heat transfer and the governing law for each.
Conduction (Fourier's law $q = -kA\frac{dT}{dx}$), Convection (Newton's law of cooling $q = hA\Delta T$), Radiation (Stefan–Boltzmann $q = \varepsilon\sigma A T^{4}$).
State Fourier's law of heat conduction in one dimension.
$$q = -kA\frac{dT}{dx}$$ where $q$ is heat rate, $k$ thermal conductivity, $A$ area, and $\frac{dT}{dx}$ the temperature gradient. The minus sign indicates heat flows down the temperature gradient.
State Newton's law of cooling for convection and define the convective resistance.
$$q = hA(T_s - T_\infty)$$ where $h$ is the convective heat transfer coefficient. Convective thermal resistance $$R_{conv} = \frac{1}{hA}$$
Write the general 3-D heat conduction (heat diffusion) equation with internal generation.
$$\nabla^{2}T + \frac{\dot{q}_{gen}}{k} = \frac{1}{\alpha}\frac{\partial T}{\partial t}$$ where $\alpha = \frac{k}{\rho c_p}$ is thermal diffusivity. For steady, no generation: $\nabla^{2}T = 0$ (Laplace's equation).
Using the electrical analogy, give the conduction resistance for a plane wall, cylinder, and sphere.
Plane wall: $R = \frac{L}{kA}$. Hollow cylinder: $R = \frac{\ln(r_2/r_1)}{2\pi k L}$. Hollow sphere: $R = \frac{r_2 - r_1}{4\pi k\, r_1 r_2}$. Heat flow $q = \frac{\Delta T}{R}$ (analogous to Ohm's law).
For composite walls/series resistances, how is overall heat transfer computed and what is overall conductance?
Resistances in series add: $R_{total} = R_1 + R_2 + \ldots$, giving $q = \frac{\Delta T_{overall}}{R_{total}}$. Overall heat transfer coefficient $U$ satisfies $\frac{1}{UA} = R_{total}$.
Define thermal diffusivity and explain its physical significance.
$$\alpha = \frac{k}{\rho c_p}\quad(\text{m}^2/\text{s})$$ It measures how quickly heat diffuses through a material relative to its heat storage capacity. High $\alpha$ means the material responds rapidly to temperature changes.
Explain the concept of critical radius of insulation for a cylinder and give its formula.
For a cylinder, adding insulation increases conduction resistance but decreases the outer convection resistance (larger area). The critical radius maximizes heat loss: $$r_c = \frac{k}{h}$$ Insulation reduces heat loss only when the outer radius exceeds $r_c$ (for a sphere, $r_c = \frac{2k}{h}$).
GATE Mechanical Engineering Fluid Mechanics and Thermal Sciences FAQ
What is in the GATE Mechanical Engineering Fluid Mechanics and Thermal Sciences syllabus?
GATE Mechanical Engineering Fluid Mechanics and Thermal Sciences is split into 4 chapters: Fluid Mechanics, Heat-Transfer, Thermodynamics and Applications. Together they contain 47 topics and 14 sub-topics.
How many chapters are in GATE Mechanical Engineering Fluid Mechanics and Thermal Sciences?
4 chapters, containing 47 topics and 14 sub-topics. The largest chapter is Heat-Transfer, with 19 topics.
Are there flashcards for GATE Mechanical Engineering Fluid Mechanics and Thermal Sciences?
Yes — a 50-card Fluid Mechanics and Thermal Sciences 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.