Fluids Basics Flashcards

1
Q

What is viscosity (m)?

A

Property of a fluid, due to cohesion and interaction between molecules, which offers resistance to shear deformation.

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2
Q

Different fluid …. at different rates under the same….

A

…. deform…. shear stress

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3
Q

Fluids with…. viscosity such as syrup, deform more …. than fluids with…. viscosity such as water.

A

…. high…. slowly…. low….

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4
Q

Formula for shear stress

A

τ=μdV/dy
μ is coefficient of dynamic viscosity
dV/dy is velocity gradient or rate of shear strain

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5
Q

Coefficient of dynamic viscosity

A

μ=(τ)/(dV/dy)=(force/area)/(velocity/distance)=(force×time)/(area)=(mass)/(length×time)

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6
Q

Kinematic viscosity equation

A

ν=μ/ρ

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7
Q

Pascal’s law

A

Pressure at a point in a fluid at rest or in motion, is independent of direction as long as there are no shearing stresses present.
pz=py=ps

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8
Q

In a fluid under gravity, pressure…. with depth

A

…. increases….

P=Patm+ρgh

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9
Q

Pressure guage

A

Pressure measured with respect to atmospheric pressure.

pguage=ρgh=γh

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10
Q

Pressure head formula

A

h=pguage/ρg

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11
Q

Formula for force on a submerged plane surface

A

FR=γhcA
γ=specific weight of fluid
hc=depth to centroid of object
A=cross sectional area of object

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12
Q

Formula for distance to FR from x-axis along y-axis

A

yR=(Ixc/ycA)+yc
Ixc=second moment of area of the object around an axis praying through the centroid, parallel to x-axis
yc=orthogonal distance to centroid from the x-axis

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13
Q

Resultant force formula

A

FR=√(FH²+FV²)

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14
Q

Angle of inclination of FR to horizontal

A

Φ=tan⁻¹(FV/FH)

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15
Q

dV/dt=

A

Av

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16
Q

Continuity equation

A

A₁v₁=A₂v₂

17
Q

Bernoulli’s equation

A

P+ρgh+0.5ρv²=constant

18
Q

PV (pressure times volume)

A

W (work done)

19
Q

Force on a vertical wall

A

F=Pave×A
Pave=vertical pressure half way down the pool
A=area of wall
(Works on angles if use length of hypotenuse)

20
Q

Resultant force on a curved submerged surface

A

R=√(F²+W²)
F=horizontal force
W=weight of fluid directly above curve

21
Q

Laminar flow

A

Motion is particles very orderly work all particles moving in a strait line parallel to the pipe

22
Q

Transitional flow

A

Short burst of turbulence embedded in laminar flow

23
Q

Turbulent flow

A

Eddying or mixing action. Fluid particle’s motion is complex and involves fluctuations in velocity and direction.

24
Q

Reynolds number formula

A
Re=ρVL/μ=VL/ν
V=velocity
L=representative length
μ=absolute viscosity
ν=kinematic viscosity
25
Q

Reynolds number boundaries

A

Re<2000 - laminar flow

2000