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Bluish gray spots or patches as a result of oxidation and reduction of iron.
Mottles
Reflects the composition and the past and present oxidation-reduction conditions of the soil
Soil color
The relative distribution of sand, silt and clay particles.
Soil texture
There are ____________ soil textural classes in the Soil Textural Triangle
12
Analysis used to determine the textural class of soils. The principle is based on the Stoke’s Law where settling velocity (v) for spherical particles, in a viscous medium is equal to the square of the diameter (D) of the particles.
Particle Size Analysis
“settling velocity (v) for spherical particles, in a viscous medium is equal to the square of the diameter (D) of the particles multiplied by a constant (K)”
Stoke’s Law
Refers to the arrangement of particles and pore spaces
Soil structure
Soil density that refers to mass per volume of solids
Particle Density
For general calculations concerning arable mineral surface soils (1%–5% organic matter), a particle density of about ____________may be assumed if the actual particle density is not known.
2.65 g/cm3
Soil density that is known as an index of compaction.
Bulk density
A method used for measuring the bulk density of soils using a cylinder with known volume.
Core method
Pore sizes that range from 0.08 to 5mm and above.
Macropores
Pores that are filled with water in field soils, too small to permit air movement and water movement is slow
Micropores
Pores with size less than 0.0001 mm. It excludes all microorganisms, too small for large molecules to enter.
Cryptopores
Soil physical property which indicates how much of the bulk volume is compacted by pores
Porosity
The maximum amount of moisture the soil can hold after drainage in a given period. Moisture equivalent is attained at 1/3 bar.
Field capacity
Moisture equivalent is attained at 15 bars.
Permanent Wilting Point
The suction of water at this moisture condition is about 31 bars.
Hygroscopic Coefficient
Solve for the %Moisture content of the soil using the following:
FW = 85 grams
ODW = 78 grams
8.97%
Defined as the manifestation of the physical forces of cohesion and adhesion acting within the soil at various moisture contents including behavior towards gravity and pressure.
Soil Consistence
The attraction of dissimilar objects, in the soil, it refers to the attraction of water to soil solids
Adhesion
The result of attractive forces between similar objects
Cohesion