The specific weight, also known as the unit weight (symbol γ, the Greek letter gamma), is a volume-specific quantity defined as the weight W divided by the volume V of a material: Equivalently, it may also be formulated as the product of density, ρ, and gravity acceleration, g: Its unit of measurement in the International System of Units (SI) is newton per cubic metre (N/m3), with base units of kg ⋅ m-2 ⋅ s-2. A commonly used value is the specific weight of water on Earth at 4 °C (39 °F), which is 9.807 kilonewtons per cubic metre or 62.43 pounds-force per cubic foot.[1]
Discussion
editThe density of a material is defined as mass divided by volume, typically expressed in units of kg/m3. Unlike density, specific weight is not a fixed property of a material, as it depends on the value of the gravitational acceleration, which varies with location (e.g., Earth's gravity). For simplicity, the standard gravity (a constant) is often assumed, usually taken as 9.81 m/s2.
Pressure may also affect values, depending upon the bulk modulus of the material, but generally, at moderate pressures, has a less significant effect than the other factors.[2]
Applications
editFluid mechanics
editIn fluid mechanics, specific weight represents the force exerted by gravity on a unit volume of a fluid. For this reason, units are expressed as force per unit volume (e.g., N/m3 or lbf/ft3). Specific weight can be used as a characteristic property of a fluid.[2]
Soil mechanics
editSpecific weight is often used as a property of soil to solve earthwork problems.
In soil mechanics, specific weight may refer to:
- Moist unit weight
- The unit weight of a soil when void spaces of the soil contain both water and air.
where
- γ is the moist unit weight of the material
- γw is the unit weight of water
- w is the moisture content of the material
- Gs is the specific gravity of the solid
- e is the void ratio
- Dry unit weight
- The unit weight of a soil when all void spaces of the soil are completely filled with air, with no water.
The formula for dry unit weight is:
where
- γ is the moist unit weight of the material
- γd is the dry unit weight of the material
- γw is the unit weight of water
- w is the moisture content of the material
- Gs is the specific gravity of the solid
- e is the void ratio
- Saturated unit weight
- The unit weight of a soil when all void spaces of the soil are completely filled with water, with no air.
The formula for saturated unit weight is:
where
- γs is the saturated unit weight of the material
- γw is the unit weight of water
- Gs is the specific gravity of the solid
- e is the void ratio[3]
- Submerged unit weight
- The difference between the saturated unit weight and the unit weight of water.[4] It is often used in the calculation of the effective stress in a soil.
The formula for submerged unit weight is:
where
- γ′ is the submerged unit weight of the material
- γs is the saturated unit weight of the material
- γw is the unit weight of water
Civil and mechanical engineering
editSpecific weight can be used in civil engineering and mechanical engineering to determine the weight of a structure designed to carry certain loads while remaining intact and remaining within limits regarding deformation.
Specific weight of water
editTemperature(°C) | Specific weight (kN/m3) |
---|---|
0 | 9.805 |
5 | 9.807 |
10 | 9.804 |
15 | 9.798 |
20 | 9.789 |
25 | 9.777 |
30 | 9.765 |
40 | 9.731 |
50 | 9.690 |
60 | 9.642 |
70 | 9.589 |
80 | 9.530 |
90 | 9.467 |
100 | 9.399 |
Temperature(°F) | Specific weight (lbf/ft3) |
---|---|
32 | 62.42 |
40 | 62.43 |
50 | 62.41 |
60 | 62.37 |
70 | 62.30 |
80 | 62.22 |
90 | 62.11 |
100 | 62.00 |
110 | 61.86 |
120 | 61.71 |
130 | 61.55 |
140 | 61.38 |
150 | 61.20 |
160 | 61.00 |
170 | 60.80 |
180 | 60.58 |
190 | 60.36 |
200 | 60.12 |
212 | 59.83 |
Specific weight of air
editTemperature(°C) | Specific weight (N/m3) |
---|---|
−40 | 14.86 |
−20 | 13.86 |
0 | 12.68 |
10 | 12.24 |
20 | 11.82 |
30 | 11.43 |
40 | 11.06 |
60 | 10.4 |
80 | 9.81 |
100 | 9.28 |
200 | 7.33 |
Temperature(°F) | Specific Weight (lbf/ft3) |
---|---|
−40 | |
−20 | 0.0903 |
0 | 0.08637 |
10 | 0.08453 |
20 | 0.08277 |
30 | 0.08108 |
40 | 0.07945 |
50 | 0.0779 |
60 | 0.0764 |
70 | 0.07495 |
80 | 0.07357 |
90 | 0.07223 |
100 | 0.07094 |
120 | 0.06849 |
140 | 0.0662 |
160 | 0.06407 |
180 | 0.06206 |
200 | 0.06018 |
250 | 0.05594 |
References
edit- ^ National Council of Examiners for Engineering and Surveying (2005). Fundamentals of Engineering Supplied-Reference Handbook (7th ed.). ISBN 1-932613-00-5.
- ^ a b c d e f Finnemore, J. E. (2002). Fluid Mechanics with Engineering Applications. New York: McGraw-Hill. ISBN 0-07-243202-0.
- ^ Das, Braja M. (2007). Principles of Geotechnical Engineering. Canada: Chris Carson. ISBN 0-495-07316-4.
- ^ The Transtec Group, Inc. (2012). Basic Definitions and Terminology of Soils. [1] (Page viewed December 7, 2012