lecture 4 pressure distribution in fluids. pressure and pressure gradient. hydrostatic pressure 1

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Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

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Page 1: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

1

Lecture 4

Pressure distribution in fluids.Pressure and pressure gradient.

Hydrostatic pressure

Page 2: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

2Engenharia do AmbienteMecânica dos Fluidos Ambiental

Basic Principles of Fluid Mechanics

• Mass conservation

• =>

• Lei de Newton:

• =>

0dt

dm jj

vxt

F m

dv

dt

ij

i

jij

ij

i

x

zg

x

v

xx

p

x

vv

t

v

Page 3: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Methods for Fluid Mechanics

Page 4: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Chapter 2

• Concept of pressure and pressure gradient,• Hydrostatics and centripetal force.• Lei de Newton: Acceleration as the result of

the applied forces.

Page 5: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Forces in Fluids

• Surface or volumetric (or mass)• Surface forces can be normal (pressure) or

tangential (friction)• Tangential forces are always parallel to

velocity. Their equation can be complex if velocity is not parallel to any reference axis.

Page 6: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Pressure is a scalar

• Could be different in one point?nyx ppp ,,

Page 7: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

In a fluid at rest:

Esta conclusão é independente de θ.

Page 8: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Pressure Gradient

• It will be shown that the pressure gradient can generate acceleration, but not the pressure by itself.

Page 9: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Pressure force resultant

Page 10: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Force resultant (including friction and weight)

dxdydzgWeight

dyy

dyyyx y

u

y

yxy y

u

Page 11: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Summing up

ix

ppressure

2

2

y

u

dxdydz

yu

yu

dxdz

Frictionydyy

dxdydzgweight

ij

i

i

i gx

u

x

p

dt

du

2

2

Page 12: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

General equation

ij

i

i

i gx

u

x

p

dt

du

2

2

ij

i

ij

ij

ii gx

u

x

p

x

uu

t

u

dt

du

2

2

At rest the fluid has null velocity and so are its derivatives. The pressure is hydrostatic.

Se a aceleração vertical for nula a pressão continua a ser hidrostática.

Page 13: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Hydrostatic pressure

• If the vertical axes (zz) points downwards gravity acceleration is positive, otherwise is negative.

zgz

p

Page 14: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Hydrostatics

Page 15: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

If was constant:

Page 16: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

In case of gas

Page 17: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Page 18: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Hydrostatic Forces

• Objectif: • Compute the hydrostatic force over flat and curve

surfaces and the application point (pressure centre).

Page 19: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Força Hidrostática

sinh

Page 20: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Computing using former knowledge

dAApF a sin

dAApF a sin

Page 21: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

OU

Page 22: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Pressure Centre (Measured from the gravity centre)

yGC ..

Page 23: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Pressure Centre (x coordinate)

On surfaces with vertical simetry CP lays on the axis.

Page 24: Lecture 4 Pressure distribution in fluids. Pressure and pressure gradient. Hydrostatic pressure 1

Engenharia do AmbienteMecânica dos Fluidos Ambiental

Resumo