Resources, Tools and Basic Information for Engineering and Design of Technical Applications!

Resources, Tools and Basic Information for Engineering and Design of Technical Applications!

mobile - visible on handheld devices - alternatively go to www.engineeringtoolbox.com!

Engineering ToolBox > Static Pressure and Pressure Head in Fluids

Static pressure and pressure head in fluids

The pressure indicates the normal force per unit area at a given point acting on a given plane. Since there is no shearing stresses present in a fluid at rest - the pressure in a fluid is independent of direction.

For fluids - liquids or gases - at rest the pressure gradient in the vertical direction depends only on the specific weight of the fluid.

How pressure changes with elevation can be expressed as

dp = - γ dz (1)

where

dp = change in pressure

dz = change in height

γ = specific weight

The pressure gradient in vertical direction is negative - the pressure decrease upwards.

Specific Weight

Specific Weight can be expressed as:

γ = ρ g (2)

where

γ = specific weight

g = acceleration of gravity

In general the specific weight - γ - is constant for fluids. For gases the specific weight - γ - varies with the elevation.

Static Pressure in a Fluid

For a incompressible fluid - as a liquid - the pressure difference between two elevations can be expressed as:

p2 - p1 = - γ (z2 - z1) (3)

where

p2 = pressure at level 2

p1 = pressure at level 1

z2 = level 2

z1 = level 1

(3) can be transformed to:

p1 - p2 = γ (z2 - z1) (4)

or

p1 - p2 = γ h (5)

where

h = z2 - z1 difference in elevation - the dept down from location z2.

or

p1 = γ h + p2 (6)

The Pressure Head

(6) can be transformed to:

h = (p2 - p1) / γ (6)

h express the pressure head - the height of a column of fluid of specific weight - γ - required to give a pressure difference of (p2 - p1).

Example - Pressure Head

A pressure difference of 5 psi (lbf/in2) is equivalent to

5 (lbf/in2) 12 (in/ft) 12 (in/ft) / 62.4 (lb/ft3) = 11.6 ft of water

5 (lbf/in2) 12 (in/ft) 12 (in/ft) / 847 (lb/ft3) = 0.85 ft of mercury

when specific weight of water is 62.4 (lb/ft3) and specific weight of mercury is 847 (lb/ft3).

Heads at different velocities can be taken from the table below:

Velocity
(ft/sec)
Head Water
(ft)
0.5 0.004
1.0 0.016
1.5 0035
2.0 0.062
2.5 0.097
3.0 0.140
3.5 0.190
4.0 0.248
4.5 0.314
5.0 0.389
5.5 0.470
6.0 0.560
6.5 0.657
7.0 0.762
7.5 0.875
8.0 0.995
8.5 1.123
9.0 1.259
9.5 1.403
10.0 1.555
11.0 1.881
12.0 2.239
13.0 2.627
14.0 3.047
15.0 3.498
16.0 3.980
17.0 4.493
18.0 5.037
19.0 5.613
20.0 6.219
21.0 6.856
22.0 7.525

Related Topics

Engineering Toolbox >

Related Documents

Google


Web The Engineering ToolBox
.