FLUID DYNAMICS Flashcards

(30 cards)

1
Q

-Reynolds Number

A

Dimensionless indicator predicting laminar or turbulent flow (depends on velocity, pipe diameter & viscosity).

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2
Q

Bernoulli’s Equation

A

Energy conservation relation between pressure, velocity, and elevation in fluid flow.

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3
Q

Laminar Flow

A

Smooth, orderly flow; Reynolds number < 2000.

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4
Q

Turbulent Flow

A

Chaotic, mixed flow; Reynolds number > 4000.

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5
Q

Viscosity

A

Fluid resistance to deformation; thicker fluid = higher viscosity.

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6
Q

Boundary Layer

A

Thin region near a solid surface where velocity changes from zero to free stream.

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7
Q

Cavitation

A

Vapor bubble formation due to low pressure; causes pump/turbine damage.

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8
Q

Head Loss

A

Loss of energy due to pipe friction & fittings.

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9
Q

Continuity Equation

A

Mass flow must remain constant: A₁V₁ = A₂V₂.

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10
Q

Darcy-Weisbach Equation

A

Computes head loss due to friction in pipes.

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11
Q

Static Pressure

A

Pressure acting perpendicular to flow direction.

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12
Q

Dynamic Pressure

A

Pressure due to fluid motion: ½ρV².

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13
Q

Volumetric Flow Rate

A

Volume per unit time (m³/s).

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14
Q

Mass Flow Rate

A

Mass per unit time (kg/s).

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15
Q

Pump Head

A

Height a pump can raise water — indicator of pump performance.

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16
Q

Specific Speed (Pump)

A

Classifies pump type & performance range.

17
Q

Affinity Laws

A

Pump performance changes with speed, flow, and impeller diameter.

18
Q

Water Hammer

A

Pressure surge due to sudden change in flow direction/velocity.

19
Q

Venturi Meter

A

Flow measurement device using constriction + pressure drop.

20
Q

Orifice Plate

A

Flow measurement device using a plate with a hole to produce pressure drop.

21
Q

Drag Force

A

Force resisting motion due to fluid contact.

22
Q

Lift Force

A

Perpendicular force from flowing fluid; used in blades/turbines.

23
Q

NPSH (Net Positive Suction Head)

A

Minimum suction pressure to prevent cavitation.

24
Q

Friction Factor

A

Resistance measure used in pipe flow head loss calculations.

25
Hydraulic Diameter
Equivalent diameter for non-circular ducts: 4A/P.
26
Flow Velocity Profile
Illustration of how velocity varies across pipe section.
27
Compressible Flow
Density changes significantly with pressure (common in gases).
28
Incompressible Flow
Density nearly constant (assumed for liquids).
29
Surge (Compressors)
Oscillating unstable flow leading to damage.
30
Slip (Centrifugal Pumps)
Difference between impeller theoretical and actual flow, reducing efficiency.