Fluid Mechanics Flashcards
Mechanics -
Mechanics - physical science that deals with both stationary and moving bodies under the influence of forces.
The branch of mechanics that deals with bodies at rest is called statics, while the branch that deals with bodies in motion is called dynamics.
Fluid mechanics -
Fluid mechanics is the science that deals with the behaviour of fluids at rest (fluid statics) or in motion (fluid dynamics), and the interaction of fluids with solids or other fluids at the boundaries.
Hydrodynamics -
Hydraulics -
The study of the motion of fluids that are practically incompressible (such as liquids, especially water, and gases at low speeds) is usually referred to as hydrodynamics.
A subcategory of hydrodynamics is hydraulics, which deals with liquid flows in pipes and open channels.
Gas dynamics
Aerodynamics
Propulsion
Meterology
Oceonography
Hydrology
Gas dynamics deals with the flow of fluids that undergo significant density changes, such as the flow of gases through nozzles at high speeds.
The category aerodynamics deals with the flow of gases (especially air) over bodies such as aircraft, rockets, and automobiles at high or low speeds.
Propulsion (Internal Flows)
Meterology
Oceonography
Hydrology
stress -
types
Fluid -
a fluid at rest is at a state of ______ shear stress
No-slip condition -
Boundary Layer -
Flow separation -
No temp. jump -
Brief History of Fluid Mechanics
stress - resistance developed as a result of applied force
tangential or shear stress
Normal stress
Fluid - Substance that continues to undergo deformation no matter how small the shear force is applied.
a fluid at rest is at a state of zero shear stress
No-slip condition - relative velocity of fluid in contact with solid is zero because of viscosity
Boundary Layer - the region near the surface where viscosity effects are significant
Flow separation - in regions of adverse pressure gradient flow separates from surface
No temp. jump - a fluid and a solid surface have the same temperature at the points of contact
Fluid Flow Classification
Viscous Flow vs Inviscid Flow
Internal Flows vs External Flows -
Laminar Flow vs Turbulent Flow - Natural vs Forced Flow - Steady Flows vs Unsteady Flows Uniform Vs Non-uniform
System, Boundary Closed system (Control Mass System), Open System (Control Volume)
Fluid Flow Classification
Viscous Flow vs Inviscid Flow
Internal Flows vs External Flows - flow is completely bounded vs flow is unbounded
Laminar Flow vs Turbulent Flow -
Natural vs Forced Flow - like flow due to buoyancy effects vs flow due to fan
Steady Flows vs Unsteady Flows
Uniform Vs Non-uniform
System, Boundary Closed system (Control Mass System), Open System (Control Volume)
Experimental approach -
Analytical Approach -
Accuracy -
Precision -
Property -
Intensive -
Extensive -
State of a system -
Continuum -
Specific properties -
Specific weight -
Specific gravity -
EOS -
at ______ pressure and _____ temperature gas behaves as ideal gas
Experimental approach - expensive, time-consuming & often impractical but closest approximation to reality within limits of experimental error
Analytical Approach - fast, inexpensive but accuracy depends on assumptions & model used
Accuracy - nearness to true value
Precision - repeatability
Property - any characteristic of a system
Intensive - nature of system on mass/extent of system P, T
Extensive - mass of system not on nature m, V
State of a system - The number of properties required to fix the state of a system is given by the state postulate: The state of a simple compressible system is completely specified by two independent, intensive properties.
Continuum - a continuous, homogeneous matter with no spacing, that is, a continuum
Specific properties - per unit mass
Specific weight - rho-g
Specific gravity - ratio of density of fluid to that of water or air
EOS - equation that relates P, T & rho
like Ideal gas equation
at low pressure and high-temperature gas behaves as ideal gas
Saturation T -
Saturation P -
Vapour Pressure -
Partial Pressure -
Cavitation -
One to one correspondence between P & T during phase change process
Saturation T - At a given pressure, the temperature at which a pure substance changes phase is called the saturation temperature T sat .
Saturation P - At a given temperature, the pressure at which a pure substance changes phase is called the saturation pressure P sat.
Vapour Pressure - the pressure exerted by a vapor in phase equilibrium with its liquid, at a given temperature.
Partial Pressure - Partial pressure is defined as the pressure of a gas or vapor in a mixture with other gases
The rate of evaporation from open water bodies such as lakes is controlled by the difference between the vapor pressure and the partial pressure.
Cavitation - when the pressure in liquid-flow systems drops below the vapor pressure at some locations (tip of impeller or suction sides of pumps) it results in vaporization and formation of bubbles, which are swept away from the low-pressure regions and on collapsing generates highly destructive high-pressure waves. It is a common cause for drop-in performance and even the erosion of impeller blades.
Energy -
Microscopic energy -
internal energy of a system.
Macroscopic energy -
Mechanical energy
Heat -
Sensible energy -
Latent energy -
calorie (1 cal = 4.1868 J) -
Simple Compressible Systems -
Energy - exist in various forms such as thermal, mechanical, kinetic, potential, electrical, magnetic, chemical, and nuclear
Microscopic energy - energy related to the molecular structure and the degree of the molecular activity of a system.
Thermal (sensible, latent), chemical, Nuclear energy
The sum of all microscopic forms of energy is called the internal energy of a system.
Macroscopic energy - related to motion and influence of external effects such as gravity, magnetism, electricity.
K.E, P.E
Mechanical energy (flow+k.e+p.e) - can be converted to mechanical work Heat - energy transfer due to temp. difference Sensible energy - that portion of internal energy associated with the activeness of molecules & is proportional to temperature Latent energy - that portion of internal energy associated with the molecular arrangement or phase change
calorie (1 cal = 4.1868 J) - energy needed to raise the temperature of 1 g of water at 14.5°C by 1°C.
Simple Compressible Systems - absence of magnetic, electric and surface tension effects
Bulk modulus of elasticity or coefficient of compressibility -
Isothermal compressibilty (alpha) (inverse of Coefficient of Compressibility) -
Water hammer -
Coefficient of Volume expansion (beta) -
Bulk modulus of elasticity or coefficient of compressibility - change in pressure corresponding to fractional change in volume at constant T. Infinite for incompressible fluid Isothermal compressibilty (alpha) (inverse of Coefficient of Compressibility) - fractional change in volume corresponding to a unit change in pressure for constant T
Water hammer - when fluid flow encounters abrupt flow restriction (such as sudden closure of valve) it is locally compressed producing acoustic waves which resemble the sound produced when a pipe is hammered. It is very dangerous & can even damage the pipeline.
Coefficient of Volume expansion (beta) - fractional change in volume corresponding to unit change in T at const P
viscosity -
Newtonian fluid -
The viscosity of liquids _______ and the viscosity of gases ______ with increase in temperature
kinetic theory of gases predicts the viscosity of gases to be proportional to the _____________
surface tension -
why liquid droplets take spherical shape.
capillary effect -
if cohesive forces _____ than adhesive forces - fall in capillary height, contact angle will be _____ 90 degree
viscosity - internal resistance of a fluid to motion. cohesive forces between molecules & molecular momentum transfer
Newtonian fluid - stress is proportional to strain rate
The viscosity of liquids decreases and the viscosity of gases increases with increase in temperature
kinetic theory of gases predicts the viscosity of gases to be proportional to the square root of temperature
surface tension - the surface of the liquid acts like a stretched elastic membrane under tension due to cohesive forces between the molecules.
Net attractive force acting on the molecule at the surface of the liquid tends to pull them towards the interior of the liquid thereby compressing them which causes the liquid to minimize its surface area. For a given volume min. surface area is that of a sphere so liquid droplets take spherical shape.
capillary effect - the rise or fall of a liquid in small-diameter tube inserted into the liquid
if cohesive forces greater than adhesive forces - fall in capillary height, contact angle will be >90
if cohesive forces less than adhesive forces - rise in capillary height, contact angle will be <90
Pressure -
Pressure is the _______ force per unit area, & is a ______________
Absolute Pressure -
Gauge Pressure -
Vacuum pressure -
Pressure at a point -
Pascal’s Law -
Pressure measuring devices -
Barometer -
Atmospheric pressure values -
Pressure - normal force exerted by a fluid per unit area
Pressure is the compressive force per unit area, & is a scalar
Absolute Pressure - actual pressure at a given position is called the absolute pressure, and it is measured relative to absolute vacuum (i.e., absolute zero pressure)
Gauge Pressure - difference between absolute pressure and local atmospheric pressure
Vacuum pressure - pressure below atmospheric pressure & is the difference between atmospheric pressure & absolute pressure
Pressure at a point - the pressure at a point in a fluid has the same magnitude in all directions (from force balance)
Variation of pressure with depth - rhogh (this principle used in manometer)
Pascal’s Law - the pressure applied to a confined fluid increases the pressure throughout by the same amount
Hydraulic brakes & lifts are based on this principle
Pressure measuring devices - manometer, bourdon tube, pressure transducers
Barometer - measures atmospheric pressure
Atmospheric pressure values - 1.01325 bar, 101.325 kPa, 1 atm, 760mm of Hg, 760 torr are same. 1 bar = 100kPa
Fluid statics -
Hydrostatic forces on submerged plane surfaces -
centre of pressure -
Hydrostatic forces on submerged curved surfaces
Buoyancy -
Archimedes principle -
Fluid statics - forces on fluid at rest (no shear force only pressure force)
Hydrostatic forces on submerged plane surfaces -
The magnitude of the resultant force acting on a plane surface of a completely submerged plate in a homogeneous (constant density) fluid is equal to the product of the pressure Pc at the centroid of the surface and the area A of the surface.
centre of pressure - intersection between line of action of resultant force and surface
Hydrostatic forces on submerged curved surfaces
- The horizontal component of the hydrostatic force acting on a curved surface is equal (in both magnitude and the line of action) to the hydrostatic force acting on the vertical projection of the curved surface.
- The vertical component of the hydrostatic force acting on a curved surface is equal to the hydrostatic force acting on the horizontal projection of the curved surface, plus (minus, if acting in the opposite direction) the weight of the fluid block.
Buoyancy - fluid exerts an upward force on a body immersed in it that tends to lift the body
The buoyancy force is caused by the increase of pressure in a fluid with depth
Weight of the fluid displaced by the fluid
It is independent of the density of solid and its distance from free surface.
Archimedes principle - The buoyant force acting on a body immersed in a fluid is equal to the weight of the fluid displaced by the body, and it acts upward through the centroid of the displaced volume.
Stability
stable -
neutrally stable -
unstable -
stability of immersed body
inherently stable in the vertical direction
rotational stability of an immersed body depends on the relative locations of the center of gravity G of the body and the center of buoyancy B (i.e centroid of displaced volume)
stable
unstable
neutrally stable
What about a case where the center of gravity is not vertically aligned with the center of buoyancy ?
Stability
stable - any small disturbance generates a restoring force that returns it to its initial position.
neutrally stable - if someone moves the ball, it would stay at its new location. It has no tendency to move back to its original location, nor does it continue to move away
unstable - any disturbance, even an infinitesimal one, body does not return to its original position; rather it diverges from it.
stability of immersed body
For an immersed or floating body in static equilibrium, the weight and the buoyant force acting on the body balance each other, and such bodies are inherently stable in the vertical direction
rotational stability of an immersed body depends on the relative locations of the center of gravity G of the body and the center of buoyancy B (i.e centroid of displaced volume)
centre of G is directly below centre of Buoyancy - stable
a stable design for a submarine calls for the engines and the cabins for the crew to be located at the lower half in order to shift the weight to the bottom as much as possible. Hot-air or helium balloons (which can be viewed as being immersed in air) are also stable since the cage that carries the load is at the bottom
center of gravity G is directly above point B - unstable
A body for which G and B coincide - neutrally stable
What about a case where the center of gravity is not vertically aligned with the center of buoyancy (Fig. 3–45)? It is not really appropriate to discuss stability for this case since the body is not in a state of equilibrium. In other words, it cannot be at rest and would rotate toward its stable state even without any disturbance.
stability for floating body metacentric height metacentre - stable - unstable -
Fluids in rigid body motion
rotation of cylinder -
stability for floating body
measure of stability for floating bodies is the metacentric height GM
distance between the center of gravity G and the metacenter M
metacentre - the intersection point of the lines of action of the buoyant force through the body before and after rotation
stable - if point M is above point G i.e GM +ve
unstable - if point M is below point G i.e GM -ve
a boat can tilt to some maximum angle (20 degree) without capsizing, but beyond that angle, it overturns (and sinks)
Fluids in rigid body motion
- eg transportation in tankers or rotation of cylinder (no motion between fluid layers relative to each other)
- equation of motion for rigid body
- acceleration on a straight path
- free surface & const. pressure lines are parallel inclined surfaces
rotation of cylinder - forced vortex motion
- equations of motion
- free surface and constant pressure lines are paraboloids of revolution