🇮🇳 GATE Marine Engineering · subject
GATE Marine Engineering Fluid Mechanics and Marine Hydrodynamics Syllabus
The Fluid Mechanics and Marine Hydrodynamics syllabus for GATE Marine Engineering in full: 1 chapter and 52 topics, every one listed below, plus 51 Fluid Mechanics and Marine Hydrodynamics flashcards with answers.
Fluid Mechanics and Marine Hydrodynamics syllabus: 1 chapter, 52 topics
Expand any chapter to see its topics and sub-topics.
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Fluid Mechanics
52 topics- Fluid properties
- Fluid statics
- Stability of floating bodies
- Conservation laws: Mass, momentum and energy (Integral and differential form)
- Dimensional analysis and dynamic similarity
- Sources, sinks, doublets, line vortex and their superposition
- Stoke’s integral theorem
- Generalised Bernoulli’s equation
- Flow with circulation
- Potential flow with rotational symmetry
- Hydrodynamical lift
- Kutta-Joukowski theorem
- Vortex motion- Fundamental concepts
- Vortex analogy to Biot-Savart’s law
- Straight parallel vortex filaments
- Vortex sheets
- Viscous flow- Navier-Stokes equations
- Couette flow
- Plane poiseuille flow
- Equation of continuity
- Euler‘s equation
- Bernoulli‘s equation
- Viscous flow of incompressible fluids
- Elementary turbulent flow
- Boundary layer
- Flow through pipes
- Boundary layer theory- Prandtl’s boundary layer equations
- Criterion for separation
- Blasius solution
- Skin friction
- Displacement thickness
- Momentum thickness
- Turbulent boundary layer
- Boundary layer control
- Airfoils- Lift, drag, circulation, pressure distribution
- Theory of thin aerofoils
- Wings of infinite and finite span
- Circulation distribution
- Cavitation
- Vorticity and Kelvin’s theorem
- Potential flow theory
- Sources, Sinks and Doublets
- Hydrodynamic forces in potential flow
- D’Alembert’s paradox
- Added-mass
- Slender-body theory
- Hydrodynamic model testing
- Scaling laws
- Application of potential theory to surface waves
- Energy transport
- Wave/body forces
- Linearised theory of lifting surfaces
GATE Marine Engineering Fluid Mechanics and Marine Hydrodynamics flashcards — 51 questions with answers
Define dynamic viscosity and state Newton's law of viscosity for a simple shear flow.
Dynamic viscosity $\mu$ is the proportionality constant between shear stress and velocity gradient. Newton's law of viscosity: $$\tau = \mu \frac{du}{dy}$$ where $\tau$ is shear stress and $\frac{du}{dy}$ is the rate of shear strain. SI unit of $\mu$: $\text{Pa·s}$.
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 $\text{m}^{2}/\text{s}$. It represents momentum diffusivity.
Define the bulk modulus of elasticity of a fluid and relate it to compressibility.
Bulk modulus $K$ measures resistance to volumetric compression: $$K = -V\frac{dp}{dV} = \rho\frac{dp}{d\rho}$$ Compressibility is its reciprocal, $\beta = \frac{1}{K}$.
State the relation for surface tension across a spherical droplet and a soap bubble.
For a liquid droplet (one surface): $$\Delta p = \frac{2\sigma}{R}$$ For a soap bubble (two surfaces): $$\Delta p = \frac{4\sigma}{R}$$ where $\sigma$ is surface tension and $R$ the radius.
Give the capillary rise/depression formula for a liquid in a tube.
$$h = \frac{2\sigma\cos\theta}{\rho g r}$$ where $\theta$ is the contact angle and $r$ the tube radius. Rise occurs for $\theta < 90^\circ$ (wetting), depression for $\theta > 90^\circ$.
State the basic equation of fluid statics (hydrostatic equation) in differential form.
In a fluid at rest, pressure varies only with depth: $$\frac{dp}{dz} = -\rho g$$ For incompressible fluid: $p = p_0 + \rho g h$, where $h$ is depth below the free surface.
How is the total hydrostatic force on a plane submerged surface and its centre of pressure located?
Total force: $F = \rho g \bar{h}_c A$, acting at the pressure centre located below the centroid by $$h_{cp} = \bar{h}_c + \frac{I_{xc}\sin^{2}\theta}{\bar{h}_c A}$$ where $I_{xc}$ is the second moment of area about the centroidal axis.
State Archimedes' principle and define the centre of buoyancy.
A body immersed in a fluid experiences an upward buoyant force equal to the weight of the displaced fluid: $F_B = \rho g V_{disp}$. The centre of buoyancy is the centroid of the displaced fluid volume.
Define metacentre and metacentric height for a floating body.
The metacentre $M$ is the point where the line of action of buoyancy intersects the body's vertical axis after a small tilt. Metacentric height $\overline{GM}$ is the distance from the centre of gravity $G$ to $M$; it governs stability.
Give the formula for metacentric height of a floating body and the stability criteria.
$$\overline{GM} = \overline{BM} - \overline{BG} = \frac{I}{V} - \overline{BG}$$ where $I$ is the second moment of the waterplane area and $V$ the displaced volume. Stable: $\overline{GM}>0$ ($M$ above $G$); unstable: $\overline{GM}<0$; neutral: $\overline{GM}=0$.
What distinguishes the stability of a fully submerged body from a floating body?
For a fully submerged body, stability requires $B$ (centre of buoyancy) above $G$, since the metacentre coincides with $B$. For a floating body, $G$ may be above $B$ and still be stable provided $M$ lies above $G$ ($\overline{GM}>0$).
State the integral (control-volume) form of the conservation of mass (continuity).
$$\frac{\partial}{\partial t}\int_{CV}\rho\, dV + \oint_{CS}\rho\,\vec{V}\cdot d\vec{A} = 0$$ Rate of accumulation of mass plus net mass efflux equals zero.
State the differential form of the continuity equation.
$$\frac{\partial \rho}{\partial t} + \nabla\cdot(\rho\vec{V}) = 0$$ For incompressible flow it reduces to $\nabla\cdot\vec{V} = 0$.
Write the integral form of the linear momentum equation for a control volume.
$$\sum\vec{F} = \frac{\partial}{\partial t}\int_{CV}\rho\vec{V}\, dV + \oint_{CS}\rho\vec{V}(\vec{V}\cdot d\vec{A})$$ The sum of external forces equals the time rate of change plus net momentum flux.
State the differential momentum equation for a frictionless flow (Euler's equation).
$$\rho\frac{D\vec{V}}{Dt} = -\nabla p + \rho\vec{g}$$ where $\frac{D}{Dt} = \frac{\partial}{\partial t} + (\vec{V}\cdot\nabla)$ is the material derivative.
Write the integral form of the energy equation (first law) for a control volume.
$$\dot{Q} - \dot{W} = \frac{\partial}{\partial t}\int_{CV}e\rho\, dV + \oint_{CS}\left(e + \frac{p}{\rho}\right)\rho\,\vec{V}\cdot d\vec{A}$$ where $e = u + \frac{V^{2}}{2} + gz$.
What is the purpose of dimensional analysis and what does Buckingham's $\pi$-theorem state?
Dimensional analysis reduces variables to dimensionless groups. Buckingham's $\pi$-theorem: if a problem has $n$ variables and $m$ fundamental dimensions, it can be expressed in $(n-m)$ independent dimensionless $\pi$ groups.
State the three conditions required for complete dynamic similarity between model and prototype.
Geometric similarity (same shape/scale ratios), kinematic similarity (similar velocity fields/streamline patterns), and dynamic similarity (same ratios of forces, i.e. equal relevant dimensionless numbers).
Define the Reynolds number and Froude number and state which force ratios they represent.
Reynolds number: $Re = \frac{\rho V L}{\mu} = \frac{\text{inertia}}{\text{viscous}}$. Froude number: $Fr = \frac{V}{\sqrt{gL}} = \sqrt{\frac{\text{inertia}}{\text{gravity}}}$. Froude similarity governs ship/free-surface model testing.
Give the complex potential, velocity potential and stream function of a 2-D uniform flow of speed $U$ along the x-axis.
Complex potential: $w(z) = Uz$. Velocity potential: $\phi = Ux$. Stream function: $\psi = Uy$. Velocity: $u = U$, $v = 0$.
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State the velocity potential and stream function of a 2-D source of strength $m$ at the origin.
Complex potential: $w = \frac{m}{2\pi}\ln z$. Potential: $\phi = \frac{m}{2\pi}\ln r$; stream function: $\psi = \frac{m}{2\pi}\theta$. Radial velocity: $v_r = \frac{m}{2\pi r}$. A sink has negative $m$.
Give the complex potential and stream function of a 2-D doublet of strength $\mu$ at the origin.
Complex potential: $w = \frac{\mu}{2\pi z}$. Stream function: $\psi = -\frac{\mu}{2\pi}\frac{\sin\theta}{r}$; potential: $\phi = \frac{\mu}{2\pi}\frac{\cos\theta}{r}$. A doublet is the limit of a source-sink pair as separation $\to 0$ with constant strength.
Write the complex potential and velocity field of a 2-D free (line) vortex of circulation $\Gamma$.
Complex potential: $w = -\frac{i\Gamma}{2\pi}\ln z$. Tangential velocity: $v_\theta = \frac{\Gamma}{2\pi r}$, $v_r = 0$. Stream function: $\psi = -\frac{\Gamma}{2\pi}\ln r$. The flow is irrotational everywhere except at the core.
How is flow over a circular cylinder (without lift) constructed using superposition?
Superpose a uniform flow with a doublet: $$w = U\left(z + \frac{a^{2}}{z}\right)$$ where $a$ is the cylinder radius and the doublet strength is $\mu = 2\pi U a^{2}$. The circle $r=a$ becomes a streamline.
State Stokes' integral theorem and its physical meaning in fluid mechanics.
$$\oint_C \vec{V}\cdot d\vec{l} = \iint_S (\nabla\times\vec{V})\cdot d\vec{A}$$ The circulation $\Gamma$ around a closed curve equals the flux of vorticity $\vec{\omega} = \nabla\times\vec{V}$ through any surface bounded by the curve.
Define circulation and relate it to vorticity.
Circulation: $$\Gamma = \oint_C \vec{V}\cdot d\vec{l}$$ By Stokes' theorem it equals the surface integral of vorticity $\vec{\omega}=\nabla\times\vec{V}$. For irrotational flow over a simply connected region, $\Gamma = 0$.
State the generalised (unsteady) Bernoulli equation for irrotational incompressible flow.
$$\frac{\partial\phi}{\partial t} + \frac{p}{\rho} + \frac{V^{2}}{2} + gz = f(t)$$ where $\phi$ is the velocity potential. For steady flow $\frac{\partial\phi}{\partial t}=0$ and the sum equals a constant along the whole field.
State the steady-flow Bernoulli equation and list the assumptions behind it.
$$\frac{p}{\rho g} + \frac{V^{2}}{2g} + z = \text{constant}$$ Assumptions: steady, incompressible, inviscid (frictionless) flow along a streamline (or whole field if irrotational), with no shaft work or heat addition.
How does adding a vortex produce flow with circulation around a cylinder, and what is its complex potential?
Add a vortex to the cylinder flow: $$w = U\left(z + \frac{a^{2}}{z}\right) - \frac{i\Gamma}{2\pi}\ln z$$ The circulation $\Gamma$ shifts the stagnation points and produces an asymmetric pressure distribution generating lift.
In flow with circulation around a cylinder, how do the stagnation points move as $\Gamma$ increases?
Stagnation points lie at $\sin\theta_s = -\frac{\Gamma}{4\pi U a}$. They move together on the lower surface as $\Gamma$ grows; when $\Gamma = 4\pi U a$ they merge at the bottom, and beyond this they leave the cylinder surface.
What characterizes axisymmetric (rotationally symmetric) potential flow and what is the Stokes stream function?
Flow is independent of the azimuthal angle. It is described by the Stokes stream function $\psi$ in spherical/cylindrical coordinates, e.g. for a point source: $\psi = -\frac{m}{4\pi}\cos\theta$. Used for flow past bodies of revolution like spheres and airship hulls.
Give the potential-flow solution for uniform flow past a sphere of radius $a$ (rotationally symmetric).
Superposition of uniform flow and a 3-D doublet gives Stokes stream function: $$\psi = \frac{1}{2}U r^{2}\sin^{2}\theta\left(1 - \frac{a^{3}}{r^{3}}\right)$$ Surface speed: $v_\theta = \frac{3}{2}U\sin\theta$ at $r=a$.
What is hydrodynamic lift and on what condition does it depend in potential flow?
Hydrodynamic lift is the force perpendicular to the free-stream velocity. In 2-D potential flow it arises only when there is net circulation $\Gamma$ around the body; without circulation a symmetric body produces zero lift.
State the Kutta–Joukowski lift theorem.
For 2-D potential flow, the lift per unit span on a body is $$L' = \rho U \Gamma$$ directed perpendicular to the free stream, where $\rho$ is density, $U$ free-stream speed and $\Gamma$ the circulation. Drag is zero (d'Alembert's paradox).
What is the Kutta condition and why is it needed for an airfoil?
The Kutta condition states that flow must leave the sharp trailing edge smoothly, fixing the rear stagnation point at the trailing edge. It selects the unique physically correct value of circulation $\Gamma$, making lift determinate.
State the fundamental concept of vortex motion and define a vortex line and vortex tube.
Vortex motion involves rotation of fluid elements (nonzero vorticity $\vec{\omega}$). A vortex line is a curve tangent to the vorticity vector everywhere; a vortex tube is the surface formed by vortex lines through a closed curve.
State Helmholtz's vortex theorems.
1) The strength (circulation) of a vortex tube is constant along its length. 2) A vortex tube cannot end in the fluid—it forms a closed loop, ends at a boundary, or extends to infinity. 3) Vortex lines move with the fluid and their strength is conserved in time (inviscid, barotropic flow).
State Kelvin's circulation theorem.
In an inviscid, barotropic fluid with conservative body forces, the circulation around a closed material curve is constant in time: $$\frac{D\Gamma}{Dt} = 0$$ Hence circulation is conserved following the fluid.
Explain the vortex analogy to the Biot–Savart law.
The velocity induced by a vortex filament mirrors the magnetic field of a current-carrying wire: vorticity $\leftrightarrow$ current, induced velocity $\leftrightarrow$ magnetic field. $$d\vec{V} = \frac{\Gamma}{4\pi}\frac{d\vec{l}\times\vec{r}}{|\vec{r}|^{3}}$$
Give the induced velocity from a straight semi-infinite and infinite vortex filament using the Biot–Savart law.
For an infinite straight filament: $V = \frac{\Gamma}{2\pi h}$. For a semi-infinite filament starting at the foot of the perpendicular: $V = \frac{\Gamma}{4\pi h}$, where $h$ is the perpendicular distance from the point to the filament.
Describe the motion of two straight parallel vortex filaments of equal and opposite strength.
A counter-rotating pair (strengths $+\Gamma$ and $-\Gamma$) separated by distance $d$ translates together (perpendicular to the line joining them) at constant speed $$V = \frac{\Gamma}{2\pi d}$$ without rotating about each other.
Describe the motion of two straight parallel vortex filaments of equal strength and same sign.
Two co-rotating vortices of equal strength $\Gamma$ separated by $d$ rotate about their common centroid (midpoint) with angular velocity $$\omega = \frac{\Gamma}{\pi d^{2}}$$ the mutual induced speed being $\frac{\Gamma}{2\pi d}$.
What is a vortex sheet and what flow property is discontinuous across it?
A vortex sheet is a surface across which the tangential velocity is discontinuous, modeled as a continuous distribution of vorticity. The local sheet strength $\gamma$ equals the jump in tangential velocity: $\gamma = u_1 - u_2$.
State the Navier–Stokes equations for an incompressible, constant-property Newtonian fluid.
$$\rho\frac{D\vec{V}}{Dt} = -\nabla p + \mu\nabla^{2}\vec{V} + \rho\vec{g}$$ together with continuity $\nabla\cdot\vec{V} = 0$. They express momentum conservation including viscous diffusion.
What does each term in the incompressible Navier–Stokes equation physically represent?
$\rho\frac{D\vec{V}}{Dt}$: inertia (local + convective acceleration); $-\nabla p$: pressure gradient force; $\mu\nabla^{2}\vec{V}$: viscous (diffusion) force; $\rho\vec{g}$: body force per unit volume.
Define plane Couette flow and give its velocity profile.
Plane Couette flow is steady viscous flow between two parallel plates, one moving at speed $U$, with no pressure gradient. The velocity profile is linear: $$u(y) = U\frac{y}{h}$$ where $h$ is the gap. Shear stress $\tau = \mu\frac{U}{h}$ is constant.
Give the velocity profile for generalized (pressure-driven) Couette flow between parallel plates.
With both plate motion $U$ and pressure gradient $\frac{dp}{dx}$: $$u(y) = U\frac{y}{h} - \frac{1}{2\mu}\frac{dp}{dx}\,y(h-y)$$ It superposes linear Couette flow and parabolic Poiseuille flow.
Define the stream function $\psi$ for 2-D incompressible flow and state how velocity components are obtained.
For 2-D incompressible flow: $$u = \frac{\partial\psi}{\partial y},\qquad v = -\frac{\partial\psi}{\partial x}$$ Lines of constant $\psi$ are streamlines; $\psi$ automatically satisfies continuity. The difference $\Delta\psi$ equals volume flow rate between streamlines.
Define the velocity potential $\phi$ and state the condition for its existence.
For irrotational flow ($\nabla\times\vec{V}=0$), velocity is the gradient of a scalar potential: $\vec{V} = \nabla\phi$, i.e. $u=\frac{\partial\phi}{\partial x}$, $v=\frac{\partial\phi}{\partial y}$. For incompressible irrotational flow $\phi$ satisfies Laplace's equation $\nabla^{2}\phi = 0$.
Why do the velocity potential and stream function form an orthogonal flow net, and what equations do they satisfy?
For 2-D incompressible irrotational flow, $\phi$ and $\psi$ satisfy the Cauchy–Riemann relations $\frac{\partial\phi}{\partial x}=\frac{\partial\psi}{\partial y}$, $\frac{\partial\phi}{\partial y}=-\frac{\partial\psi}{\partial x}$. Hence equipotential lines and streamlines intersect orthogonally, and both satisfy Laplace's equation.
What is d'Alembert's paradox in potential flow theory?
For steady, incompressible, irrotational (inviscid) flow past a closed body without circulation, the predicted net drag force is zero. This contradicts observation and is resolved by accounting for viscosity, boundary layers and flow separation.
GATE Marine Engineering Fluid Mechanics and Marine Hydrodynamics FAQ
What is in the GATE Marine Engineering Fluid Mechanics and Marine Hydrodynamics syllabus?
GATE Marine Engineering Fluid Mechanics and Marine Hydrodynamics is split into 1 chapter: Fluid Mechanics. Together they contain 52 topics.
How many chapters are in GATE Marine Engineering Fluid Mechanics and Marine Hydrodynamics?
1 chapter, containing 52 topics.
Are there flashcards for GATE Marine Engineering Fluid Mechanics and Marine Hydrodynamics?
Yes — a 51-card Fluid Mechanics and Marine Hydrodynamics 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.