Fluid Systems Flashcards

(58 cards)

1
Q

What is a fluid system

A

A system using confined pressurized fluid with a transmitted force to generate work done.

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2
Q

Purpose of a fluid system.

A

To transmit power is primary function. lubricant, cooling also

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3
Q

Types of Fluid systems

A

Hydraulic - liquid (usually oil)
Pneumatic - Inert gas/ air

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4
Q

Fluid system pros

A

High bandwidth
No complex system E.g no gears
Smooth & compact
No wear/less breakage
High speed/force/power
Can be finely controlled/no slack
Uniform & flexible

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5
Q

Fluid system cons

A

Can leak at seals/connections
Needs heavy/noisy pump
Cavitation = leads to loss of precision
Contamination = filtration needed
Chemical action = corrosion a
Fluid needs to be positively confined in system

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6
Q

What type of variable is pressure?

A

Across

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7
Q

Absolute vs Gauge vs Differential pressure

A

Absolute = measured in respect to perfect vaccum.
Gauge = measured in respect to atmospheric pressure
Differential = difference of pressure between two specified points

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8
Q

Pressure equation

A

P = force/area

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9
Q

Pressure conversions

A

1 psi = 6895 pa
Patm = 101325 pa

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10
Q

What type of variable is Flow?

A

Through

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11
Q

Volumetric vs Mass vs Velocity flow (3 definitions of flow)

A

Volumetric = measures
volume of flow passing point per unit time.
Mass = measures mass of flow passing point per unit time
Velocity = measures linear speed of fluid per unit time

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12
Q

Flow conversions

A

1 gpm = 15850 m^3/s = 0.264 Ipm
1 m^3/s = 0.0000631 gpm = 0.0000167 Ipm

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13
Q

Flow equations

A

Q = A x V
V = avg velocity

Qm = m./ρ
m. = mass rate
ρ = density

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14
Q

Flow: Hydraulic vs Pneumatic

A

Hydraulic = generally treated as incompressible (density is constant)
Pneumatic = mass flow rate (Qm) is used as flow variable

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15
Q

Flowmeters

A

Contact = restricts flow, used in careful systems where small pressure drop matter
Contactless

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16
Q

Power equation

A

power = P x Q
P = pressure
Q = flow rate

Efficiency = power output/ power input

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17
Q

Power conversions

A

1 watt = 746 hp = 0.293
1 hp = 0.00134 watt
1 Btu/hr = 3.413 watt

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18
Q

Power definition

A

Rate at which work is done.
Work done = amount of force needed for object to move set distance.

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19
Q

Density definition

A

How close particles are packed in a substance.
Mass per unit volume.

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20
Q

Density Equation

A

ρ = m/V
=mass/ Volume

Note: Temp affects density but not mass

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21
Q

Specific gravity definition

A

Used to determine relative lightness of material compared to water. Relative density.

Note: both density and specific gravity are independent of size.

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22
Q

Specific gravity equation

A

SG = ρsubstance/ ρwater
p = density

<1 = lighter than water
1> = heavier than water

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23
Q

Viscosity definition

A

Resistance to flow.

Note: Temp affects viscosity, as temp in increases viscosity decreases

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24
Q

Viscosity in hydraulic systems

A

Needs to be compromise

If viscosity too high = difficult to push through pipes/fitting = loss of mechanical efficiency

If viscosity too low = fluid leaks by internal seals = loss in volumetric efficiency

25
Dynamic/Absolute viscosity definition
Resistance to flow/shear of fluid. Measured by placing fluid in between two plates + shearing.
26
Dynamic viscosity (μ) equations
τ = F/A = μ ΔV/Δy SI units (Pa-s) but more common unit id cP (centipoise) 1cP =0.001 Pa-s Dynamic viscosity of water at 20c is 1 cP
27
Kinematic viscosity definition (ν)
Kinematic viscosity is the dynamic viscosity measured with respect to density. Ratio of the two. Can be measured by by the time it takes to flow through a capillary.
28
Kinematic viscosity equation (ν)
ν = μ/ρ μ = Absolute/dynamic viscosity ρ = density SI units (m^2/s) but more common unit id cSt (centistoke) 1 m^2/s = 1.0 x 10^6 cSt Kinematic viscosity of water at 20c is 1 cSt
29
Bulk modulus definition
The pressure needed to cause a given decrease in volume of a fluid. “Springiness of fluid.”
30
Bulk modulus equation
β =ΔP/(ΔV/V) ΔP = pressure change (ΔV/V) = change in volume/original volume. Typical oil will decrease 0.5% for every 1000psi increase
31
Pascals law
In a confined fluid at rest, pressure acts equally in all directions and acts perpendicular to the walls. P= F/A P1 x V1 = P2 x V2
32
Pascals law: Static pressure
Static fluid pressure doesn’t depend on shape, total mass or surface are of liquid. Pfluid = F/A = m.g/A —> p = m/V Pfluid = ρVg/A —> ρgh P = Patm + Pfluid
33
Boyles Law
In a closed container with a given number of molecules as the volume decreases particle per unit volume increases = more collisions = greater pressure. Note temperature and mass must be constant.
34
Boyles law equation
P ≈ 1/V —> P1V1 = P2V2
35
Charles law
If pressure is constant, fluid expands when heated. When temp rises, molecules move faster and collides more, with more force. To keep the mass and pressure constant, volume must increase
36
Charles law
V ≈ T —> T1/V1 = T2/V2 ΔV = V2 - V1 = V1 x (T2 - T1)/ T1 V2 = V1 + ΔV = V1 + V1/T1 (T2 - T1)
37
Gay Lussacs Law
If the volume is kept constant during temperature rise = results in the following formula for pressure increase: P1/T1 = P2/T2 = P3/T3 = constant
38
General gas equation
For a given mass of gas, pressure and volume divided by absolute temp is constant. (P1 x V1)/ T1 = (P2 x V2)/ T2
39
Bernoullis principle
Within a flowing fluid, increase/decrease in speed occurs simultaneously with the increase/decrease in pressure. Increase in speed = decrease in pressure. When a fluid goes through a narrow space = goes faster
40
Bernoullis Principle Equation
P1 + 1/2Pv1^2 + Pgh1 = P2 + 1/2Pv2^2 + Pgh2 = P1 = pressure energy 1/2PV1^2 = Kinetic energy Pgh1 = Potential energy For actual rather than ideal flow P1/Pg + V1^2/2g + h1 * Ha = P2/Pg + V2^2/2g + h2 + He + Hl Hl = energy lost He = Heas of energy ecxtracted Ha = Head energy by pump
41
Flow velocities
At low velocities flow = smooth and uniform At high velocities flow = turbulent
42
Flow velocity & Reynolds number
Laminar flow Re < 2300 Turbulent flow Re > 4000 Transitional flow 2300 < Re > 4000
43
Fluid energy loss
Flow of fluid through hoses, pipes, fittings etc can result in energy losses due to: Internal fluid friction Friction against wall Orifice drag Higher friction = efficiency loss
44
Reynolds number equation
Re = ρVD_h/μ = VD_h/ν For non circular pipes: D_h= 4A/S V = fluid velocity D_h = Hydraulic diameter S = perimeter
45
Reynolds’s number flow
High are - Inertia predominant force, inertia promotes turbulent flow Low Re - Viscosity predominant force, viscosity promotes turbulent flow
46
Reynolds’s number definition
Re defines fluid flow and relates viscosity, density and fluid velocity to size. (Non dimensionless ratio of inertia/ viscous forces)
47
Pressure losses
When fluid is pumped through a system, certain amount of energy is lost due to friction. Fluid particles rub against pipe = frictional loss. Rate of shear and heat generated are greatest near the wall + this is where most of the energy transfer occurs
48
Major losses definition
Occurs when the fluid flows through pipes, hoses, tubing etc and is calculated for the length of the pipe
49
Minor losses
Occur at valves, fittings, bends, enlargements, contractions, orifice. Converted to loss through equivalent length of pipe
50
Major losses equation
hf = f L/D V^2/2g —> ΔP = f ρL/2D V^2 L/D = ratio of pipe V^2/2g = velocity of head f = friction factor V^2 = avg flow velocity D = diameter L = conduit length ΔP = pressure drop
51
Major losses: Friction factor
Laminar flow Re <2100/2300 f = 64/Re Turbulent flow smooth pipes f = 0.316/Re^0.125 Rough pipes (approximation) f= 0.25/ [log10(ε/3.7D + 5.74/Re^0.9)]^2
52
Minor losses - K values explained
Pressure drops as fluids undergo sudden expansion/contractions/ flow through pipe fittings, valves, & bends The pressure loss associated w Bernoullis equation + defined as no. of velocity heads lost due to friction Velocity heads: energy associated w fluid velocity. When friction some energy lost and k values represent how much energy lost for that component.
53
Minor loss - K values equation
hf f = K(V^2/2g) —> ΔP = K (ρ/2)V^2 = K (ρ/2A^2) Q^2
54
K values - Enlargement/Reduction
Enlargement K = (1 - (D1/D2)^2) Reduction K = 0.5(1 - (D1/D2)^2) Fittings + bends K = ft (L/D) ft = friction factor in turbulent range L = Length of fitting D = Inside diameter of fitting
55
Minor losses - Equivalent length
Minor losses are independent of Reynolds number and can be described as the loss through equivalent length of a straight pipe. Don’t need to remember following: hf = f (L/D) (V^2) hff = K (V^2/2g) hff = hf so —-> L = D (K/f)
56
Minor losses - C coefficients
3rd type of pressure loss = comes from flow of fluid through destructed orifices & short tube & some fittings
57
Minor losses - C coefficients equation
Theoretical velocity of free stream emitted horizontally from bottom of a tank = V = sqrt(2gh) Friction losses are incorporated as discharge coefficient of velocity so: V= cd (sqrt(2gh)) —> Q = ACd(sqrt(2gΔh) = ACd(sqrt (2ΔP/ρ)
58
Fluid question equations to remember
Re (Reynolds no.) = VD/ν V = Q/A where A = (D/2)^2 x π ν = kinematic viscosity Pressure drop = ΔP = f x ((ρxL)/2D ) xV^2 Or ΔP = 1/2ρ( v1^2 x v2^2)