Grain Size
Distribution Analysis is usually employed in sedimentology. It is employed to
determine the size of the different grains that make up a sedimentary rock or
soil unit under consideration.
From the
analysis, the following can be deduced:
The sortability of the grains;
The environment of deposition
(Paleoenvironmental reconstruction);
The energy of deposition
(Paleocurrent current reconstruction);
Transportation agent.
Please note that this analysis does
not in any way show / determine the mineralogical composition of the rock /
soil unit.
Grain sizes
range from gravel (conglomerates and coarser particles) to clay (fine
particles). It is determined by its diameter and measured in millimeters (mm),
micrometers (µm) or phi (ø).
Below are the
soils ranges (in mm):
Boulders >200
Cobbles 63-200
Gravel
(Coarse) 20-63
(Medium) 6.3-20
(Fine) 2
- 6.3
Sand
(Coarse) 0.63-2
(Medium) 0.2-0.63
(Fine) 0.063-0.02
Silt
(Coarse) 0.02-0.063
(Medium) 0.006-0.02
(Fine) 0.002-0.006
Clay <0.002
It is worth
noting that no particular grain size exists naturally. It always exists as
mixtures / intercalations e.g silty-clay, silty-sand. However, a particular
grain size usually dominates the other.
Whenever
Grain size (or Particle size) distribution analysis is mentioned, what usually
comes to the mind is sieve analysis. Sieve analysis is the rudimentary part of
grain size distribution analysis. Other methods exist. Examples are:
Laser
Diffraction
Dynamic
Light Scattering
Sedimentation
Sieve Analysis
Just as the
name implies ‘sieve analysis’. It is the passage of a weighted amount of soil
(usually dried) through a set of sieves with known diameters. The coarses
settle on the sieves while the fines pass through to the next sieve till the
finest which settles in the tray. It has its pros and cons. It is cheap and
easy to operate manually. But it burns the energy of the operator as a result
of the constant and vigorous shaking required.
Laser diffraction:
This measures
the angular dependence of laser light scattered by particles. It does not
require a sieve analysis first. It is done in situ and always accurate. It has
the capacity of detecting particle sizes of <100nm to 3mm.
Dynamic Light Scattering:
This measures
the intensity of scattered light variations due to Brownian motion of particles
in suspension. It is usually accurate and suitable for very fine particles
(<1nm – 1µm).
Sedimentation:
It measures
the rate of sedimentation of soil particles in water. It is used for very fine
soil particles.
Laser
diffraction and dynamic light scattering techniques are newer methods and are
more accurate.
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