Characterizing Soil Horizons Physical Properties of Soils
Solids Voids Avenues Storage Distribution Movement Interactive Media Minerals Organic matter Reactivity Idealized Surface Soil
Parent Material to Soil Parent Material Bedrock Additions Losses Translocations Transformations Bedrock Differentiation
Soil Horizons Roughly parallel layers in the soil with varying composition and properties
Criteria for Characterizing Soil Horizons ColorTextureDensityStructure Organic matter MineralogyChemistry
Value Chroma Hue Soil Color dominant spectral color; related to the wavelength of light. Related to the proportions of red to yellow. related to total amount of light reflected. measure of the strength of spectral color
Hue = 10 YR Value = 6 Chroma = 3 Munsell Color 10 YR 6/3
Physical Criteria for Delineating Horizons ColorTextureStructureDensity
The Soil Mineral Component: Texture the size of soil particles
Soil texture refers to the relative amounts of three distinct size separates comprising the soil mineral component. SandSiltClay Sizes classes of particles
Soil Texture Diameter Sand (2.0 – 0.05 mm)Quartz Silt (0.05 – mm)Quartz /Feldspars/mica Clay (<0.002 mm)Secondary minerals Dominant Minerals sandsiltclay 100% Quartz Distribution Class
Importance of Soil Texture Soil Porosity Particle Surface Area (Distribution of particle sizes) Water/Gas Movement Reactivity
Soil Porosity Porosity – the total volume of soil pores - the distribution of pore sizes Sand Silt Clay
Texture, Pore Sizes, and Water Large particles yield large pore spaces Small particles yield small pore spaces Water moves rapidly and is poorly retained in Coarse-textured sandy soils. Water moves slowly and is strongly retained in Fine-textured, clayey soils.
Sands Clays/iron Rapid Slow Water Retained Poor Retention
Surface Area and Particle Size
Each face is 4 mm 2 Each face is 1 mm 2 6 faces x 4 mm 2 = 24 mm 2 6 faces x 1mm 2 x 8 cubes = 48 mm 2 If each of the resulting cubes was divided similarly, the surface area would increase 16 times more 2 mm 2 mm 2 mm 1 mm
Surface Area Specific Surface Area = Surface Area mass cm 2 g units Interface with the environment nutrients gasses O.M. water microorganisms
Specific Surface Area Separate SSA (cm 2 /g) Sand 30 Silt 1500 Clay3,000, g of clay
Soil A 100 g soil Soil B 95 g sand 4 g silt 1 g clay 90 g sand 5 g silt 5 g clay 95 g sand x 30 g/cm 2 = 2850 cm 2 4 g silt x 1500 g/cm 2 = 6000 cm 2 1 g clay x 3 M g/cm 2 = 3 M cm 2 Total = 3,008,850 cm 2 90 g sand x 30 g/cm 2 = 2700 cm 2 5 g silt x 1500 g/cm 2 = 7500 cm 2 5 g clay x 3 M g/cm 2 = 15 M cm 2 Total = 15,010,200 cm 2
Soil Horizons Texture Clay Content Surface Area Potential Reactivity
Soil Textural Classes
Soil Textural Triangle
Sand<10% Loamy sand10 – 15% Sandy loam15 – 20% Sandy clay loam20 – 35% Sandy clay35 – 55% Clay> 50% Florida Soils clay
70% sand, 20% silt, 10% clay
60% sand, 10% silt, 30% clay
Measuring Soil Texture
Texture-by-Feel Relative amounts of 3 soil separates: Sand, Silt, and Clay Grittysmooth plastic
Texture-by-Feel Soil Sand No Ball Loamy Sand No Ribbon Grittiness, Smoothness Low Clay Medium Clay High Clay Increasing Ribbon Length Field Analysis
Texture by Feel Sand = Gritty Silt = Smooth Clay = Sticky, Plastic
Laboratory Analysis of Soil Texture
Laboratory Analysis Sedimentation – Sand, Silt, and Clay Fraction gravity drag
Sand Silt Clay Sand Silt Clay sand silt Sedimentation
Quantifying Sedimentation Rates
Stokes’ Law Velocity V(cm/s) = g (d p -d L ) D 2 18ų g = gravity d p = density of the particle d L = density of the liquid ų = viscosity of the liquid K V = D 2 K = 11,241 cm -1 sec -1 1 cm · sec
Stokes’ Law V = K D 2 K = 11,241 cm -1 sec -1 Sand:D = 1 mm0.1 cm V = 11,241 x (0.1) 2 = cm/sec 1 cm · sec X cm 2
Stokes’ Law V = K D 2 K = 11,241 cm -1 sec -1 clay: D = mm cm V = 11,241 x (0.0002) 2 = cm/sec 1 cm · sec X cm 2
sand silt clay
Sedimentation 1 minuteSand settles out 4 hoursSilt settles out sand 1 min. silt 4 hr. suspension The density of a soil suspension decreases as particles settle out.
Stem Scale Bulb weight t = 0 t = 1 min Hydrometer Method hydrometer 0 g/L Pure distilled water (18 o C) = 0 g/L
Hydrometer Method Time = 0 secdensity = 40 g/L Add 40 g soil to 1 liter of water Time = 1 min. density = 10 g/L Sand settled = 40 g– 10 g= 30 g Sand (%) = 30 g sand = 0.75 = 75% 40 g soil
Time = 4 hrs density = 4 g/L Hydrometer Method What is being measured? Clay content = 4 g Silt % = 100% - (75% + 10%) 100% - 85% = 15 % Clay % = 4 g clay = 0.10 = 10% 40 g soil
Sand = 75% Silt = 15% Clay = 10% Sandy Loam Hydrometer Method
Reactivity, Water Movement
Next: Density, Structure, Porosity