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Lecture 2 Properties of Fluids Units and Dimensions 1

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Lecture 2. Properties of Fluids Units and Dimensions. The elemental volume must be much larger than the free random path of a molecule. Density Dimensions and Units. Dimensions Units:. Specific Weight, Dimensions and Units. Dimensions Units:. Other properties. - PowerPoint PPT Presentation

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Page 1: Lecture  2

1

Lecture 2

Properties of FluidsUnits and Dimensions

Page 2: Lecture  2

Engenharia do AmbienteMecânica dos Fluidos Ambiental

• The elemental volume must be much larger than the free random path of a molecule. 2/19

Page 3: Lecture  2

3Engenharia do AmbienteMecânica dos Fluidos Ambiental

Density Dimensions and Units

• Dimensions

• Units:

3L

M

Vol

M

SI C.G.S Gravitational (MKpS)

kg m-3 g cm-3 UMM m-3

Page 4: Lecture  2

4Engenharia do AmbienteMecânica dos Fluidos Ambiental

Specific Weight, Dimensions and Units

• Dimensions

• Units:

33

2

LF

LMLT

VolMg

g

SI C.G.S Gravitational (MKpS)

N m-3 dine cm-3

(gcms-2)cm-3

(10-3kg*10-2ms-2)(10-2m)-3

dine cm-3

= 10 Nm-2= 1 kgm-2

kg m-3

Page 5: Lecture  2

5Engenharia do AmbienteMecânica dos Fluidos Ambiental

Other properties

• Temperature, is a measure of molecule kinetic energy,

• Specific Gravity (dimensionless)

SI C.G.S Gravitational (MKpS)

k k k

12

OH

SG

Page 6: Lecture  2

6Engenharia do AmbienteMecânica dos Fluidos Ambiental

Viscosity

When a fluid is sheared, it begins to move at a strain rate inversely proportional to a property called its coefficient of viscosity, .

Page 7: Lecture  2

7Engenharia do AmbienteMecânica dos Fluidos Ambiental

Viscosity is responsible for the shear stress which opposes to the relative movement of elemental fluid volumes. Is null if there is no velocity gradient, so it destroys gradients, i.e. generates momentum diffusion.

Page 8: Lecture  2

8Engenharia do AmbienteMecânica dos Fluidos Ambiental

Viscosity Units

SI C.G.S Gravitational (MKpS)

N m-2s=kgm-1s-1

(Poiseuille)

dine cm-2s = gcm-1s-1

(Poise=10 Poiseuille)

kg m-2s=kgm-1s-1

1

2

T

FL

dydu

Page 9: Lecture  2

9Engenharia do AmbienteMecânica dos Fluidos Ambiental

Kinematic Viscosity

SI C.G.S Gravitational (MKpS)

m2s-1 cm2s-1 m2s-1

121

223

1

23

TLT

LMLT

M

L

T

FL

M

L

12

12

61

55.1

smE

smE

water

air

Page 10: Lecture  2

10Engenharia do AmbienteMecânica dos Fluidos Ambiental

Flow between two plates

Page 11: Lecture  2

11Engenharia do AmbienteMecânica dos Fluidos Ambiental

Viscosity variability

• Varies much with temperature and weekly with pressure.

• In liquids:– Decreases with temperature,

• In gases:– Increases with temperature.

Page 12: Lecture  2

12Engenharia do AmbienteMecânica dos Fluidos Ambiental

No Slip Condition

Page 13: Lecture  2

13Engenharia do AmbienteMecânica dos Fluidos Ambiental

Surface Tension

• Exists because intermolecular attraction forces between liquid molecules are higher than between the liquid molecules and air.

• Is responsible for drop formation and for pressure increase inside the drop.

Page 14: Lecture  2

14Engenharia do AmbienteMecânica dos Fluidos Ambiental

Spherical droplet

• Surface tension decreases with temperature. This is why solubility increases with temperature.

Page 15: Lecture  2

15Engenharia do AmbienteMecânica dos Fluidos Ambiental

Capilarity

Page 16: Lecture  2

16Engenharia do AmbienteMecânica dos Fluidos Ambiental

Summary

• We have seen the main fluid properties, their dimensions and units.

• Viscosity is relevant only when there is movement and velocity gradients are present.

• In the next lecture we will see properties of the flow field.

Page 17: Lecture  2

17Engenharia do AmbienteMecânica dos Fluidos Ambiental

Velocity, momentum, kinetic energy

dA

dQV

A

QV

L

TL

TL

LL

T

LV

2

13

2

2.

TL

FT

L

MLT

T

L

L

MV

33

2

3

Momentum is the Force applied to a volume multiplied by the action time. A small force acting for long can generate big momentum.

Page 18: Lecture  2

18Engenharia do AmbienteMecânica dos Fluidos Ambiental

Dimensions consistency/homogeneity

• In one equation all terms must have the same dimensions.

• In Fluid mechanics this norm is usually respected.

• In many empirical laws (often in natural sciences) it is not, being a source of errors.

• Manning formula for friction is a tricky example of a non-homogeneous formula.

Page 19: Lecture  2

19Engenharia do AmbienteMecânica dos Fluidos Ambiental

Other properties computed from velocity

Page 20: Lecture  2

20Engenharia do AmbienteMecânica dos Fluidos Ambiental

Momentum and kinetic energy

VVddtVoldtVd

Mdt

Vol

F

• Momentum is often called impulse

22

2

2

1

2.

...2

1

VV

dVdV

dtVdt

Vdld

dt

VdldFV

Volume

Work

L

LMLT

T

L

L

MV

3

2

2

2

32

2

1