
In addition to supporting our agricultural needs, we rely
on the soil to regulate the flow of rainwater and to act as
a filter for drinking water. With such a tremendously
important role, it is imperative that we manage our soils
for their long-term productivity, sustainability and health.
Soil data on available water holding capacity, permeability
(the rate at which water moves through a soil), depth to
groundwater, flooding, slope gradient and depth to bedrock
can be useful in determining the risk of groundwater
contamination due to leaching or surface water contamination
due to runoff and erosion.
Table 3.1 Moisture contents (by weight) for
selected soil types and depths
| Gas Tank Analogy: | Soil Moisture Content (%) | ||||||
| Stockton (FS) | Newdale (CL) | Red River (HC) | |||||
| 0-6" (0-15 cm) |
0-30" (0-76 cm) |
0-6" | 0-30" | 0-6" | 0-30" | ||
| Saturation* | Tank is overflowing | 37 | 31 | 42 | 36 | 56 | 50 |
| Field Capacity | Tank is full | 15 | 14 | 29 | 27 | 45 | 43 |
| Permanent Wilting Point | Tank is empty | 4 | 4 | 12 | 9 | 18 | 18 |
| Available Water | Size of the tank | 11 | 10 | 17 | 18 | 27 | 25 |
| Air Dry | N/A | 1-2 | 1-2 | 2-3 | 2-3 | 3-4 | 3-4 |
*Saturation is the moisture content when lack of
oxygen will adversely affect plant growth and may induce
denitrification. Note that saturation (on a weight
basis) occurs well below 100% and even below 50% on most
soils.
Plants cannot extract all the available water between
field capacity and permanent wilting point with equal
ease. Soil water is more readily available to plants
when soils are near field capacity and less so as soil
moisture content approaches the permanent wilting point.
Table 3.2 Determining available soil moisture
by feel or appearance
| % Available water remaining | Coarse (VCoS - LFS) |
Light (VFS - FSL) |
Medium (L - SiCL) |
Heavy (SC - HC) |
| 0 (PWP or drier) |
Dry, loose, single grained, flows through fingers | Dry, loose, flows through fingers | Powdery, dry, sometimes slightly crusted but easily breaks down into powdery condition | Hard, baked, cracked, sometimes has loose crumbs on surface |
| < 50 | Still appears to be dry; will not form a ball with pressure | Sill appears to be dry; will not form a ball | Somewhat crumbly but will hold together from pressure | Somewhat pliable, will ball under pressure |
| 50-75 | Still appears to be dry; will not form a ball with pressure | Tends to ball under pressure but seldom will hold together | Forms a ball, somewhat plastic, will sometimes slick slightly with pressure | Forms a ball, will ribbon out between thumb and forefinger |
| 75 to FC | Tends to stick together slightly, sometimes forms a very weak ball under pressure | Forms weak ball, breaks easily, will not slick | Forms a ball and is very pliable, slicks readily if relatively high in clay | Easily ribbons out between fingers; has a slick feeling |
| At FC | Upon squeezing, no free water appears on soil but wet outline of ball is left on hand | Upon squeezing, no free water appears on soil but wet outline of ball is left on hand | Upon squeezing, no free water appears on soil but wet outline of ball is left on hand | Upon squeezing, no free water appears on soil but wet outline of ball is left on hand |
| Above FC | Free water appears when soil is bounced in hand | Free water will be released with kneading | Can squeeze out free water | Puddles and free water forms on surface |
Table 3.3 Moisture contents (by weight)
for selected soil types and depths
| Gas Tank Analogy: | Soil Moisture Content (%) | ||||||
| Stockton (FS) | Newdale (CL) | Red River (HC) | |||||
| 0-6" (0-15 cm) |
0-30" (0-76 cm) |
0-6" | 0-30" | 0-6" | 0-30" | ||
| Liquid Limit | N/A | N/A | N/A | 46 | 42 | 65 | 68 |
| Plastic Limit | Tank is ~ 1/2 full | N/A | N/A | 26 | 22 | 25 | 27 |
| Oven Dry | Tank is empty (no fumes) | 0 | 0 | 0 | 0 | 0 | 0 |
| Soil moisture content can be expressed on either
a weight basis (gravimetric) or on a volume basis
(volumetric). Gravimetric soil moisture (W%) = |
![]()
Figure 3.1 Relationship between soil
texture |
|
wt. (wet soil) – wt. (oven dry
soil) x 100% |
|
|
Volumetric soil moisture (θ%) = |
|
|
gravimetric soil moisture x bulk density |
|
It is important to measure soil moisture content when monitoring soil nutrient changes over time. Available Water Holding Capacity (AWHC) describes how much available water a fixed amount of soil can hold for plant uptake. It is largely determined by soil texture and to a limited degree by soil structure and organic matter content. |
Infiltration is the entry of water into soil. The rate
of infiltration can be relatively fast, especially as water
enters into pores and cracks of dry soil. As the soil wets up
and becomes saturated, the infiltration rate slows to the point
where water ponding and runoff may occur.
Hydraulic conductivity is the rate at which water can
pass through a soil material, usually measured under saturated
conditions (i.e. when a small volume of soil has been
sufficiently saturated) to ensure water is moving through the
soil via gravity and positive head pressure. Saturated hydraulic
conductivity (Ksat) provides the simplest and most
consistent means of measuring the rate of water movement through
soils.
The rate of water movement through a given soil is largely
determined by the texture. Large soil particles (sands) create
large pore spaces between the particles, allowing water to move
through these pores relatively quickly and with little adhesion
to soil particles. Small soil particles (clays) pack together
more tightly, producing numerous small pore spaces that
represent a larger volume than the pore volume of sandy soils,
but allow the transmission of water at a much slower rate.
Movement of water through clay soils is restricted by the small
pore size and the significant adhesive forces between water and
soil particles.
Other factors affecting water movement through soil are the
internal drainage, depth to water table, soil structure, amount
of organic matter present and the presence of soluble salts
(salinity).

Figure 3.2 Relationship between hydraulic conductivity and soil texture
Several concepts need to be discussed to understand how
to calculate the depth of water infiltration.
Soil porosity is the percentage of a given volume of
soil that is made up of pore spaces. Soils are oven-dried to
measure bulk density, so porosity is a measure of air-filled
pore space.
Bulk density is the apparent density of a soil,
measured by determining the oven-dry mass of soil per unit
volume. The volume of soil is determined using sampling
cores and is measured before soil is oven-dried to avoid any
changes in volume due to drying. Bulk density is usually
expressed in g/cm3 or Mg/m3.
Table 3.4 Typical bulk densities for various soil series
| Soil Series | Bulk Density (g/cm3) 0-6" depth (0-15 cm) |
| Stockton fine sand | 1.34 |
| Newdale clay loam | 1.26 |
| Red River heavy clay | 1.07 |
| Most rocks | 2.65 |
| Compacted soil | 1.80 |
Particle density is the grain density, or the mass per unit
volume of the soil particles. Pore spaces found in bulk soil
samples are excluded. Particle density is usually expressed in
g/cm3 or Mg/m3, and the particle density for most agricultural
soils is 2.65 g/cm3.
These three factors are used to calculate the depth an inch (25
millimetres) of
precipitation moves into a given soil.
The distance an inch (25 millimetres) of water (precipitation)
moves into the soil depends on several factors including initial
soil moisture content, amount of water lost as runoff, texture,
structure, organic matter content and porosity. A general
estimate can be calculated for dry soil using the following
formulae:
| % Porosity = [1-(bulk density ÷ particle density)] x 100 | |
| where particle density | = 2.65 g/cm3 |
| Depth of water infiltration for dry soil ~ [depth of water ÷ (% porosity/100)] | |
| E.g. 1) A sandy soil with a bulk density of 1.2 g/cm3: | |
| % Porosity | = [1 – (1.2 ÷ 2.65)] x 100 |
| = 55% | |
| Depth of water infiltration ~ [1 inch ÷ (55/100)] = 1 inch ÷ 0.55 = 1.8 inches | |
| Therefore, an inch of precipitation will move 1.8 inches (4.5 centimetres) in a dry sandy soil. | |
| E.g. 2) A clay soil with a bulk density of 0.9: | |
| % Porosity | = [1 – (0.9 ÷ 2.65)] x 100 |
| = 77% | |
| Depth of water infiltration ~ [1 inch ÷ (77/100)] = 1 inch ÷ 0.77 = 1.3 inches | |
| Therefore, an inch of precipitation will move 1.3 inches (3.25 centimetres) in a dry clay soil. | |
Table 3.5 Relative crop suitability on various soil
types
| Texture | Coarse
(sand) |
Medium (loam, clay loam) |
Fine (clay) |
||||||
| Drainage | Well | Imp. | Poor | Well | Imp. | Poor | Well | Imp. | Poor |
| Crops: | |||||||||
| Cereals |
|
|
W |
|
|
W |
|
W | W |
| Flax, canola | M | M | W |
|
|
W |
|
|
W |
| Peas, lentils | M |
|
W |
|
|
W | W | W | W |
| Field beans |
|
|
W |
|
W | W | W | W | W |
| Sunflowers |
|
|
W |
|
|
W |
|
|
W |
| Soybeans | M | M | W |
|
|
|
|
|
W |
| Faba beans | M | M | W |
|
|
W |
|
|
W |
| Corn |
|
|
W |
|
|
W |
|
W | W |
| Buckwheat |
|
|
|
|
|
W |
|
W | W |
| Canary seed | M |
|
W |
|
|
W |
|
|
W |
| Potatoes |
|
|
W |
|
|
W | H | H | W |
| Hybrid popular | M |
|
W |
|
|
W |
|
W | W |
| Forages: | |||||||||
| Alfalfa | M |
|
W |
|
|
|
|
W | W |
| Drought tolerant grasses* |
|
|
|
|
|
W |
|
W | W |
| Flood tolerant grasses** | M | M |
|
|
|
|
|
|
|
| Orchardgrass | M | M |
|
|
|
|
|
W | W |
* = tame species of wheatgrasses, wild rye, etc.
** = reed canarygrass, meadow foxtail, fescues, etc.
P= suitable most years
M = moisture challenges in normal-dry years; suitable in wet
years
W = wetness challenges in normal-wet years; suitable in dry years
H = harvesting challenges (i.e. potatoes on clay)
- 1 inch (25 millimetres) of precipitation = 22,500 gallons/acre (252,675 litres/hectare) of H20
- actively growing plants transpire approximately 1/3 inch (8.3 millimetres) of water per day (which is 7500 gallons/acre/day or 84,225 litres/hectare/day).
A. Droughty soils (soils with an agriculture
capability modifier “M”) require moisture
conservation practices, which may include the following:
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![]() |
| Figures 3.3 and 3.4 Examples of soils with drought limitations | |
B. Wet soils (soils with an agriculture
capability modifier “W”) require moisture removal,
which includes the following practices:
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![]() |
| Figures 3.5 and 3.6 Examples of soils with excess water limitations | |
Yield losses are greatest on clay soils during periods of excess water in July, regardless of crop (Rigaux & Singh, 1977).
Table 3.6 Indicator weeds of soil moisture problems
(Organic Gardening Staff, 1978)
| Dry Soils ("M" limitation) | Poorly Drained Soils ("W" limitation) |
|
|
Table 3.7 Cropping and management strategies
| Droughty soils and drier weather conditions | Wet soils and wetter weather conditions | Soils with both moisture (M) and wetness (W) limitations |
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Back to Table of Contents |
Continue to Nutrient Management |
For further information, contact your GO Representative.