Thermofluids - Fluids

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31 Terms

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Steady and Un-Steady flow

steady: A steady flow is one in which the conditions (velocity, pressure and cross- section) may differ from point to point but DO NOT change with time.

unsteady: If at any point in the fluid, the conditions change with time, the flow is described as unsteady.

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laminar and turbulent flow

Laminar flows are smooth and streamlined, whereas turbulent flows are irregular and chaotic. A low Reynolds number indicates laminar flow while a high Reynolds number indicates turbulent flow.

<p>Laminar flows are smooth and streamlined, whereas turbulent flows are irregular and chaotic. A low Reynolds number indicates laminar flow while a high Reynolds number indicates turbulent flow.</p>
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uniform and non-uniform flow

uniform: when the size and shape of cross section are constant along the length of channels under consideration

non-uniform: velocity is not constant at a given instant. A flow in which quantity of liquid flowing per second is not constant, is called unsteady flow.

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compressible and incompressible flow

compressible flow: the density of the fluid does not remain constant.

incompressible: the density of the fluid remains constant

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Control mass

a closed system that
contains a specific amount of mass.
Therefore mass can not pass across
the boundaries of a control mass.

<p>a closed system that<br>contains a specific amount of mass.<br>Therefore mass can not pass across<br>the boundaries of a control mass.</p>
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Control volume

a selected region in space. It usually encloses
a region with flow in/out that we aim to study. Mass can cross
the boundaries of a control volume

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extensive properties

depend on the size or extent of the system, e.g. total mass, total volume, total energy.

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Intensive properties

are independent of the size of the system, but depend on the location in the system, e.g. temperature and pressure.

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Shear Stress

The shear stress of a fluid can be defined as a unit area amount of force acting on the fluid parallel to a very small element of the surface. The greatest source of stress is the fluid viscosity.

<p>The shear stress of a fluid can be defined as a unit area amount of force acting on the fluid parallel to a very small element of the surface. The greatest source of stress is the fluid viscosity.</p>
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Shear stress formula

τ = μ*(du/dy)
where τ represents the shear stress, μ is the dynamic viscosity, du/dy is the velocity gradient perpendicular to the direction of shear.

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Vicosity

a liquid's resistance to flow

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Hydrostatic force

In a static fluid, pressure increases linearly with depth

Inside the water, pressure increases linearly with depth from Patm at the surface to Ptotal= Patm + ρgh at the base of the dam

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Buoyant force

upward force a fluid exerts on an object

Fb = ρVg

<p>upward force a fluid exerts on an object<br><br>Fb = ρVg</p>
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Conservation of Mass

mass is conserved within a control volume for constant density fluids. total mass entering the control volume must equal the total mass exiting the control volume plus the mass accumulating within the control volume.

<p>mass is conserved within a control volume for constant density fluids. total mass entering the control volume must equal the total mass exiting the control volume plus the mass accumulating within the control volume.</p>
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no-slip condition

a fluid that is in direct contact with a non-porous solid surface "sticks" to the surface. In other words, the fluid velocity (both tangential and normal) at the solid surface is zero.

<p>a fluid that is in direct contact with a non-porous solid surface "sticks" to the surface. In other words, the fluid velocity (both tangential and normal) at the solid surface is zero.</p>
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mass flow rate (ṁ)

the amount of mass flowing through a cross section per unit time

ṁ = pVA
ṁ= m/t

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volume flow rate

the volume of a fluid flowing through a cross section per unit time

V̇ = VA

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impact of a jet

knowt flashcard image
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Bernoulli equation

energy equation along streamlines.
major assumptions:
1. Incompressible flow
2. There is no shaft work
3. There is one inlet and one outlet
4. The viscous friction is negligible
5. Negligible heat transfer

P1+1/2(ρv1^2)+ρgh1=P2+1/2(ρv2^2)+ρgh2

<p>energy equation along streamlines.<br>major assumptions:<br>1. Incompressible flow<br>2. There is no shaft work<br>3. There is one inlet and one outlet<br>4. The viscous friction is negligible<br>5. Negligible heat transfer<br><br>P1+1/2(ρv1^2)+ρgh1=P2+1/2(ρv2^2)+ρgh2</p>
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Reynolds number (Re)

Indicate whether fluid flow past a body or in a duct is steady or turbulent

Re = pVd/μ

Re < 2300 = Laminar flow
2300 < Re < 4000 = Transitional flow
Re > 4000 = Turbulent flow

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Venturimeter

Flow-measuring device used
for pipelines;
It consists of a tapered
convergent pipe section
followed by a slowly divergent
pipe section;
Pressure tappings at the meter
entry and the throat section.
These holes connect to a
manometer;
The downstream divergent
section is used to reconvert the
flow with minimal loss

<p>Flow-measuring device used<br>for pipelines;<br>It consists of a tapered<br>convergent pipe section<br>followed by a slowly divergent<br>pipe section;<br>Pressure tappings at the meter<br>entry and the throat section.<br>These holes connect to a<br>manometer;<br>The downstream divergent<br>section is used to reconvert the<br>flow with minimal loss</p>
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Orifice Plate Meter

Orifice plate meter is less expensive and more compact but causes higher energy losses;
The pressure head loss is due to the turbulence generated as the jet diverges and is eventually transformed into heat.

<p>Orifice plate meter is less expensive and more compact but causes higher energy losses;<br> The pressure head loss is due to the turbulence generated as the jet diverges and is eventually transformed into heat.</p>
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Buckingham Π theorem

Step 1: List the parameters and count their total number n. Make sure that any listed independent
parameter is indeed independent of the others
Step 2: List the dimension of each parameter, and count the total number of primary dimensions j
(i.e. L, M, T, Θ) that construct the dimensions of parameters
Step 3: The expected number of Π's (i.e. the number of non-dimensional parameters) is k = n - j
Step 4: Choose j repeating parameters (from inputs) that will be used to construct each Π
Step 5: Generate the Π's one at a time by grouping the j repeating parameters with one of the remaining parameters, forcing the product to be dimensionless.

<p>Step 1: List the parameters and count their total number n. Make sure that any listed independent<br>parameter is indeed independent of the others<br>Step 2: List the dimension of each parameter, and count the total number of primary dimensions j<br>(i.e. L, M, T, Θ) that construct the dimensions of parameters<br>Step 3: The expected number of Π's (i.e. the number of non-dimensional parameters) is k = n - j<br>Step 4: Choose j repeating parameters (from inputs) that will be used to construct each Π<br>Step 5: Generate the Π's one at a time by grouping the j repeating parameters with one of the remaining parameters, forcing the product to be dimensionless.</p>
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Boundary layer Development

Over a flat plate, initially the boundary layer is laminar
• As we move downstream, the boundary layer grows in size and at some point transition to turbulent takes place
• Over any solid surface, viscous forces are active up to a certain height δ away from the wall.
• That height δ is known as boundary layer thickness and the zone where viscous forces are important is boundary layer

<p>Over a flat plate, initially the boundary layer is laminar<br>• As we move downstream, the boundary layer grows in size and at some point transition to turbulent takes place<br>• Over any solid surface, viscous forces are active up to a certain height δ away from the wall.<br>• That height δ is known as boundary layer thickness and the zone where viscous forces are important is boundary layer</p>
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Re for Boundary layer

Reynolds number for flow across flat plate.

Re = pUx/μ

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Drag (Fd) and Lift (Fl) coefficients

Drag
Fd = Cd ( 1/2(pAV^2) )

Lift
Fl = Cd ( 1/2(pAV^2) )

<p>Drag<br>Fd = Cd ( 1/2(pAV^2) )<br><br>Lift<br>Fl = Cd ( 1/2(pAV^2) )</p>
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Pressure drag and viscous drag

viscous drag (friction drag)
cause: wall shear-stress distribution
flow physics: boundary layer around the object

Pressure drag
cause: pressure difference between the front and rear side of the object flow physics: boundary layer separation

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Pressure drag vs viscous drag

Streamlining decreases the
pressure drag, but by making
the body longer so as to
promote a gradual increase in
pressure, the friction drag is
increased.
The optimum amount of
streamlining, then, is that for
which the sum of the friction
and pressure drag is a
minimum.

<p>Streamlining decreases the<br>pressure drag, but by making<br>the body longer so as to<br>promote a gradual increase in<br>pressure, the friction drag is<br>increased.<br> The optimum amount of<br>streamlining, then, is that for<br>which the sum of the friction<br>and pressure drag is a<br>minimum.</p>
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Boundary Layer Separation / Separation Point

Location of the separation point on a given curved surface will be
very different for laminar/turbulent boundary layer
Turbulent flow better withstands the adverse pressure gradient, with
the point of separation moving downstream

<p>Location of the separation point on a given curved surface will be<br>very different for laminar/turbulent boundary layer<br> Turbulent flow better withstands the adverse pressure gradient, with<br>the point of separation moving downstream</p>
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1D vs 2D vs 3D flow

1D flow occurs in a single dimension, typically represented by a straight line. 2D flow occurs in two dimensions, usually represented by a plane. 3D flow occurs in three dimensions, represented by a space or volume.

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Gauge Pressure

the difference between the actual pressure and the atmospheric pressure

Pgauge = pgh - Patm