Properties of Standard Soil Types
The following table of soil parameters is based on Table 6-1 in Dingman (2002, p. 235).
It is based on the analysis of 1845 soils by Clapp and Hornberger (1978).
Values in parentheses are standard deviations.
Note that ψB is the bubbling pressure head, also known as the
air entry pressure and then denoted by ψae.
The parameter b is unitless and is known as the pore-size distribution index.
Its inverse, λ, is also commonly used and is referred to in TopoFlow as the
pore-size distribution parameter.
Soil Texture |
Porosity, φ |
Ksat [cm/s] |
Ksat [mm/h] |
ψB [cm] |
b |
λ = 1/b |
Sand |
0.395 (0.056) |
1.76 e-2 |
634 |
-12.1 (14.3) |
4.05 (1.78) |
0.247 |
Loamy sand |
0.410 (0.068) |
1.56 e-2 |
562 |
-9.0 (12.4) |
4.38 (1.47) |
0.228 |
Silty sand |
*** |
*** |
*** |
*** |
*** |
*** |
Sandy loam |
0.435 (0.086) |
3.47 e-3 |
125 |
-21.8 (31.0) |
4.90 (1.75) |
0.204 |
Loam |
0.451 (0.078) |
6.95 e-4 |
25.0 |
-47.8 (51.2) |
5.39 (1.87) |
0.186 |
Silt |
*** |
*** |
*** |
*** |
*** |
*** |
Loamy silt |
*** |
*** |
*** |
*** |
*** |
*** |
Silty loam |
0.485 (0.056) |
7.20 e-4 |
25.9 |
-78.6 (51.2) |
5.30 (1.96) |
0.189 |
Sandy clay loam |
0.420 (0.059) |
6.30 e-4 |
22.7 |
-29.9 (37.8) |
7.12 (2.43) |
0.140 |
Clay loam |
0.476 (0.053) |
2.45 e-4 |
8.82 |
-63.0 (51.0) |
8.52 (3.44) |
0.117 |
Silty clay loam |
0.477 (0.057) |
1.70 e-4 |
6.12 |
-35.6 (37.8) |
7.75 (2.77) |
0.129 |
Sandy clay |
0.426 (0.057) |
2.17 e-4 |
7.82 |
-15.3 (17.3) |
10.4 (1.64) |
0.096 |
Silty clay |
0.492 (0.064) |
1.03 e-4 |
3.71 |
-49.0 (62.1) |
10.4 (4.45) |
0.096 |
Clay |
0.482 (0.050) |
1.28 e-4 |
4.61 |
-40.5 (39.7) |
11.4 (3.70) |
0.088 |
For additional information on typical ranges of hydraulic conductivity, see Table 2.2 (p. 29)
in Freeze and Cherry (1979). For typical ranges of porosity, see their Table 2.4 (p. 37).
The next table is Table 8.1 (p. 136) from Smith (2002). It provides values for, G,
known as the capillary length scale. G can be computed as the integral over all
values of pressure head, ψ, of K(ψ)/Ksat. According to Smith (2002),
G is almost always between ψB and 2*ψB, so it may be wise
to check its value against the value of ψB that is used for consistency.
This table also provides alternate values for the saturated hydraulic conductivity,
which when compared to the previous table shows how much this parameter can vary within
a soil texture group.
Soil Texture |
Typical Ksat [mm/h] |
G [mm] |
Dry soil S [mm/h^0.5] |
Time scale, tc [h] |
Sand |
30.0 |
82 |
38 |
0.80 |
Loamy sand |
15.0 |
97 |
29 |
2.0 |
Silty sand |
*** |
*** |
*** |
*** |
Sandy loam |
4.4 |
165 |
21 |
11.0 |
Loam |
10.0 |
385 |
48 |
12.0 |
Silt |
2.5 |
914 |
37 |
109 |
Loamy silt |
*** |
*** |
*** |
*** |
Silty loam |
4.5 |
724 |
44 |
48 |
Sandy clay loam |
13.0 |
240 |
43 |
5.5 |
Clay loam |
2.6 |
804 |
35 |
92 |
Silty clay loam |
0.7 |
1590 |
26 |
680 |
Sandy clay |
1.2 |
589 |
21 |
73 |
Silty clay |
0.4 |
3570 |
29 |
2600 |
Clay |
4.0 |
2230 |
73 |
167 |
Soil Characteristic Relations
Definitions
Θe |
= (θ - θr) /
(θs - θr) |
= effective saturation or scaled water content [unitless] |
θr |
< θi <= θ <= θs |
|
Ki |
<= K < Ks |
|
ψ |
< 0 |
(in unsaturated zone above water table) |
ψ |
= 0 |
(at the water table) |
Transitional Brooks-Corey (Smith, 1990)
K |
= Ks * Θeη/λ |
= hydraulic conductivity [m / s] (see Notes below) |
ψ |
= ψB
[Θe-c/λ - 1]1/c
- ψA |
= pressure head [meters] (see Notes below) |
Standard Brooks-Corey (1964)
K |
= Ks * Θeη/λ |
= hydraulic conductivity [m / s] (see Notes below) |
ψ |
= ψB
Θe-1/λ |
= pressure head [meters] (see Notes below) |
van Genuchten (1980)
K |
= Ks * Θe1/2
[1 - (1 - Θe1/m)m]2 |
= hydraulic conductivity [m / s] (see Notes below) |
ψ |
= (1/αg)
[Θe-1/m - 1]1/n |
= pressure head [meters] (see Notes below) |
Notes
- The equations above are empirical and allow the hydraulic
conductivity, K, and pressure head, ψ, to be computed as functions
of the soil water content, θ. Such equations are called
soil characteristic relations (or equations or functions).
See Smith (2002, p. 13-23).
Changing the parameters in these equations allows different soil types to
be modeled. Typical values have been tabulated for many standard soil types.
- There is a missing minus sign in front of λ
in Smith(2002, p. 19, eqn. 2.14 and eqn. 2.16), for the standard Brooks-Corey
relation. It has been fixed above.
- The soil characteristic relations used by TopoFlow
are those of the transitional Brooks-Corey (TBC) method.
This method combines the advantages of the well-known Brooks-Corey (1964) and
van Genuchten (1980) methods, as explained by Smith (2002). A key difference
between the 3 methods is the value they give for ψ when the soil becomes
saturated, that is, when θ = θs or Θ = 1.
We usually want ψ < 0 (capillary-type suction) above the water table where
θ < θs and ψ = 0 at the water table where
θ = θs. By inserting Θ = 1 into the equations
above, we find
- for TBC: ψ = -ψA and K = Ks (but often, ψA = 0)
- for BC: ψ = ψB and K = Ks
- for vG: ψ = 0 and K = Ks
For BC, the ψ curve can be made to rise vertically from ψB
to 0 at Θ = 1. By design, the vG and TBC methods do not have this discontinuity
at saturation.
- Although K is computed quite differently for the transitional Brooks-Corey and
van Genuchten methods, the equations for ψ are the same if we take:
αg = 1/ψB, n = c and m = λ/c.
- Note that the permanent wilting point is associated with a
pressure head of -15,000 cm. Water content associated with values less than
this is considered to be unavailable to plants. The field capacity
is the soil water content associated with a pressure head of about -340 cm
and is an estimate of the water content that can be held against the force
of gravity.
- Soils in nature do not have water contents lower than that corresponding
to hygroscopic water (Dingman, 2002, p. 236-238). At this
extreme dryness water is absorbed directly from the air. The corresponding
pressure head (tension head) is -31,000 cm.
- Note that we need to specify θr and θs in
order to compute a value of θ for a given value of ψ. Due to the way
in which θr appears in the equations, we cannot solve for a
value of θr given a value of ψ. However, in cases where
θr << θ < θs, we can approximate
Θ as (θ / θs).
- In view of the information above, TopoFlow 1.5 (IDL version) used:
θi = θfc and
θr = θs (-ψB / 10000) λ
as defaults.
This expression for θr uses a reference pressure head of -10,000 meters
as the limit between air-dried and oven-dried soil. See Dingman (2002, p. 237).
In addition, if a value of θi was entered
that was less than the hygroscopic value, θH, then θH
was used instead.
- In TopoFlow 3.0 (Python version), values of θi and
Ki are computed for TBC using the given values of θr
and θs and assuming that the initial pressure head in the
soil is that typically associated with the field capacity, i.e.
&psi = -340 cm. In addition, the soil water content that corresponds to
hygroscopic conditions (&psi = -31000 cm) is computed from the TBC parameters
and compared to θr. When using the Richards 1D infiltration
component, these values are printed in the CMT console window at the beginning
of the run and can be compared to the user-entered values as a consistency check.
- The unsaturated zone extends from the soil surface all the way down
to the water table, where θ = θs.
The water table is tracked by TopoFlow as a moving boundary, and may
actually rise up to the land surface in some places. When this occurs,
a subsurface seepage term is included in the water balance equations.
Typically, ψA is set to zero so that the pressure
head is zero at the water table, but it can also be used to model
hysteresis effects, as explained by Smith (2002).
- The pore disconnectedness index, c, is a measure of the ratio
of the length of the path followed by water in the soil to a straight-line path
(Eagleson 1978; Bras 1990). It is unitless and can be approximated as:
c = 2*b + 3
where b is again the unitless pore-size distribution index.
This is consistent with the expression:
η = 2 + 3*λ
used by Smith (2002), because
c = η / λ = η * b.
- Let r0 be the rate at which water enters the top of the soil
profile. If (r0 >= Ks), then the limiting value of
the soil moisture content, θ, will be the saturated value, θs.
However, if (r0 < Ks), then limiting, maximum value of θ
will be less than the saturated value and turns out to be the same for the
Brooks-Corey and transitional Brooks-Corey relations. It is computed by setting
K = r0 in the relations and solving for θ.
References
Beven, K.J. (2000) Rainfall-Runoff Modelling: The Primer,
360 pp., John Wiley and Sons, New York.
Dingman, S.L (2002) Physical Hydrology, 2nd ed., Prentice Hall,
New Jersey. (see Chapter 6)
Eagleson, P.S. (1978)
Climate, soil, and vegetation: 3. A simplified model of soil moisture movement
in the liquid phase, Water Resources Research, 18, 722-730.
Freeze, R.A. and J.A. Cherry ( 1979) Groundwater, 604 pp.,
Prentice-Hall, Inc., Englewood Cliffs, New Jersey.
Smith, R.E. (2002) Infiltration Theory for Hydrologic Applications,
Water Resources Monograph 15, American Geophysical Union, Washington, DC.
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