Physical Properties Chapter 3 3.1 Introduction Physical properties are those aspects of the soil that are related to the soil’s bulk properties important physical properties of soil: texture structure moisture Soil Analysis Ch3 2 3.2 Soil Texture a term commonly used to designate the proportionate distribution of the different sizes of mineral particles in a soil does not include any organic matter or mineral particles > 2 mm Soil Analysis Ch3 3 3.2 Soil Texture According to their size, these mineral particles are grouped into separates. A soil separate is a group of mineral particles that fits within definite size limits expressed as diameter in millimetres Sizes of the separates used in the USDA system of nomenclature for soil texture are shown in Table 3.1 Soil Analysis Ch3 4 3.2 Soil Texture Soil Separate Particle size range (mm) Very coarse sand 2-1 Coarse sand 1.0-0.5 Medium sand 0.5-0.25 Fine sand 0.25-0.1 Very find sand 0.1-0.05 Silt 0.05-0.002 Clay < 0.002 Soil Analysis Ch3 5 3.2 Soil Texture all mineral particles discussed in this section are less than 2 mm an analysis of soil texture must include removal of large particles done by sieving analytical procedure by which the percentages of the various soil separates are obtained is called a mechanical analysis Soil Analysis Ch3 6 3.2 Soil Texture mineral soils (mainly rock) are a mixture of soil separates on the basis of the proportion of these various separates that the textural class names of soils are determined Soil Analysis Ch3 7 3.2 Soil Texture The 12 soil texture classes • • • • • • sands sandy loams sandy clay loam silt silty clay loam sandy clay Soil Analysis Ch3 • • • • • • loamy sands loam clay loam silt loam silty clay clay 8 Example 3.1 72% sand 25% clay 3% silt Soil Analysis Ch3 9 Exercise 3.1 %sand %silt %clay Texture Class (a) 45 16 39 ??? Be consistent (b) 16 39 45 Clay (c) 39 45 16 Loam (d) 33 33 34 Clay Loam Soil Analysis Ch3 10 Texture Classes The notes explain in detail the differences between the twelve texture classes You are required to be able to tell the difference between the classes But as it is so boring to read, you can do this as study for the exam! So start highlighting! Soil Analysis Ch3 11 Significance texture is one of the most important soil characteristics influences many other properties of great significance to land use and management terms used to describe soils based on their texture sandy or coarse-textured soils loamy or medium-textured soils clayey or fine textured soils Soil Analysis Ch3 12 Significance of sandy soils Sandy soils tend to be; low in organic matter content Low in native fertility low in ability to retain moisture and nutrients low in cation exchange and buffer capacities rapidly permeable Soil Analysis Ch3 13 Significance of sandy soils Consequences of sandy soils thick, upland deposits of such soil materials are often quite droughty need irrigation at times during dry seasons are best adapted to deep-rooted crops (such as citrus where temperatures permit) Soil Analysis Ch3 14 Significance of sandy soils Consequences (continued) have high bulk densities and are well-suited for road foundations and building sites total amounts of fertiliser per crop are usually quite high require good water management, including more frequent irrigations and/or artificial drainage Soil Analysis Ch3 15 Significance of loamy/clayey soils Loamy and finer soils tend to be more fertile contain more organic matter have higher cation exchange and buffer capacities are better able to retain moisture and nutrients permit less rapid movement of air and water Soil Analysis Ch3 16 Significance of loamy soils All of this is good up to a point too sticky when wet too hard when dry to cultivate may have shrink-swell characteristics that affect their suitability adversely for use as building sites and for road construction Soil Analysis Ch3 17 What is the best soil? "Best for what?" sandy loams soils generally: better suited for a wider variety of purposes yield better agricultural yields Soil Analysis Ch3 18 3.3 Soil Structure individual particles of sand, silt, and clay tend to become clustered together in soil clustering into aggregates gives structure to the soil eg the granules of soil clinging to dug up grass roots Soil Analysis Ch3 19 3.3 Soil Structure a structural unit is called a ped the surfaces of peds persist through cycles of wetting and drying in place clods and fragments are different to peds they form as a consequence of factors other than soil formation, eg digging some soils lack structure and are referred to as structureless or massive Soil Analysis Ch3 20 3.3 Soil Structure soils structure described by: shape size grade of the units special set of terms used for classification (as with texture) Soil Analysis Ch3 21 Shape The following terms describe the basic shapes and related arrangements: platy prismatic columnar blocky granular Soil Analysis Ch3 22 Size Five classes are employed: very fine fine medium coarse very coarse size limit classes vary from one shape to another (see Table 3.1) Soil Analysis Ch3 23 Grade describes the distinctness of units criteria are: the ease of separation into discrete units the proportion of units that hold together when handled classes used: weak - the units are barely observable in place moderate - the units are well formed and evident in undisturbed soil strong - the units are distinct in undisturbed soil Soil Analysis Ch3 24 How does all of this fit? The three terms for soil structure are combined in the order (1) grade, (2) size, (3) shape. Example strong fine granular used to describe a soil that separates almost entirely into discrete units that are: loosely packed mostly between 1 and 2 mm in diameter roughly spherical Soil Analysis Ch3 25 3.4 Soil Porosity water is only able to travel through soil because of the spaces between particles – pores pore size and distribution important in determining the movement of water in soil large pores can conduct more water, more rapidly than small pores Soil Analysis Ch3 26 3.4 Soil Porosity Suction is a measure of the energy required to remove water from a given pore It is easier to remove water from a large pore than from a fine pore Soil Analysis Ch3 27 Exercises 3.3 density = mass ÷ value [135 ÷ 130] Bulk1.04 Density Porosity 1 600.6 % 0.4 Particle Density 2.65 soil volume wet weight of soil dry weight of soil Soil Analysis Ch3 135 cm3 160 g 130 g 28 3.4 Soil Porosity porosity of sandy soils is less than that of clayey soils larger particles in sands cannot pack together as efficiently as the small ones in clays water will drain very rapidly from large pores, such as those found in sands, but very slowly from the smaller pores in clays topsoil (the A horizon) has a greater porosity than the subsoil (B horizons). Why should this be? less sand in lower horizon Soil Analysis Ch3 29 3.4 Soil Porosity air molecules are able to move equally well through any empty pores, regardless of size if gas encounters a pore filled with water, movement is very slow clays, which retain water in the small pores, are not well aerated and can suffer oxygen depletion to the roots Soil Analysis Ch3 30 3.4 Soil Porosity an ideal soil has a porosity of around 50%, an even division between small and large pores. a balance between water storage and transport, and oxygen diffusion Soil Analysis Ch3 31 3.5 Soil Colour Soil colour is important because it is an indirect measure of other important characteristics: water drainage and aeration organic matter content certain inorganic components measured by a Munsell soil-colour book Soil Analysis Ch3 32 3.6 Soil Moisture With regards to water, you have probably thought that water was either available or unavailable Commonly associated with flood or drought mentality But there is so much that you don’t know! Soil Analysis Ch3 33 Exercise 3.4 List reasons why the water-soil relationship is important storage transportation availability to plants, micro-organisms Soil Analysis Ch3 34 3.6 Soil Moisture There are three ways that water interacts with soil: Hygroscopic interaction Capillary rise Gravitational fall first water taken in is hygroscopic, then capillary then gravitational Soil Analysis Ch3 35 Hygroscopic (adhesion) water very tightly bound to the soil particle by positive-negative interactions due to the polarity of water and the soil compound not available to plants can only be lost by oven drying (>100°C) “air dry” soils still have this water Soil Analysis Ch3 36 Capillary (cohesion) water this is adsorbed onto the hygroscopic water can be accessed by plants it is the most important water for plants because it does not drain away Soil Analysis Ch3 37 Drainage (gravitational) water this water occupies the pores between particles will drain away over time through the force of gravity always on the move not considered as available water it can “top up” the capillary water if it has become depleted Soil Analysis Ch3 38 3.6 Soil Moisture saturated soil – the large pores are filled with gravitational water and not air permanent wilting point (PWP) – soil that has been depleted of its capillary water field capacity (FC) – soil with no gravitational water but maximum capillary water difference between FC and PWP is the amount of water available to plants varies between soils Soil Analysis Ch3 39 Figure 3.5 Soil Analysis Ch3 40 3.7 Organic matter an important role in aggregation water-holding capacity infiltration capacity closely related to soil fertility contributes considerably to the cation exchange capacity of soils nutrients such as N, S & B are almost totally derived from organic matter Soil Analysis Ch3 41 Organic matter typical levels are 0.5-6% more than 50%C, ~5%N decomposition of organic matter releases N that growing plants can use high release rates result from: high soil temperatures good aeration moist soil low clay contents Soil Analysis Ch3 42