Description Usage Arguments Details Value Author(s) References See Also Examples
Graphical solution for the Least Limiting Water Range and parameter estimation of the related water retention and penetration resistance curves. A summary containing standard errors and statistical significance of the parameters is also given.
1 2 3 4 5 6 7 8 9 10  llwr(theta, h, Bd, Pr,
particle.density, air,
critical.PR, h.FC, h.WP,
water.model = c("Silva", "Ross"),
Pr.model = c("Busscher", "noBd"),
pars.water = NULL, pars.Pr = NULL,
graph = TRUE, graph2 = TRUE,
xlab = expression(Bulk~Density~(Mg~m^{3})),
ylab = expression(theta~(m^{3}~m^{3})),
main = "Least Limiting Water Range", ...)

theta 
a numeric vector containing values of volumetric water content (m^3~m^{3}). 
h 
a numeric vector containing values of matric head (cm, Psi, MPa, kPa, ...). 
Bd 
a numeric vector containing values of dry bulk density (Mg~m^{3}).
Note that 
Pr 
a numeric vector containing values of penetration resistance (MPa, kPa, ...). 
particle.density 
the value of the soil particle density (Mg~m^{3}). 
air 
the value of the limiting volumetric air content (m^3~m^{3}). 
critical.PR 
the value of the critical soil penetration resistance. 
h.FC 
the value of matric head at the field capacity (cm, MPa, kPa, hPa, ...). 
h.WP 
the value of matric head at the wilting point (cm, MPa, kPa, hPa, ...). 
water.model 
a character; the model to be used for calculating the soil water content. It must be one of the
two: 
Pr.model 
a character; the model to be used to predict soil penetration resistance. It must be one of the two:

pars.water 
optional; a numeric vector containing the estimates of the three parameters of the soil water retention
model employed. If 
pars.Pr 
optional; a numeric vector containing estimates of the three parameters of the model proposed by
Busscher (1990) for the functional relationship among 
graph 
logical; if TRUE (default) a graphical solution for the Least Limiting Water Range is plotted. 
graph2 
logical; if TRUE (default) a line of the Least Limiting Water Range as a function of bulk density is plotted.
If 
xlab 
a title for the x axis; the default is Bulk~Density~(Mg~m^{3}). 
ylab 
a title for the y axis; the default is θ~(m^{3}~m^{3}). 
main 
a main title for the graphic; the default is "Least Limiting Water Range" 
... 
further graphical arguments. 
The numeric vectors theta
, h
, Bd
and Pr
are supposed to have the same length,
and their values should have appropriate unit of measurement. For fitting purposes, it is not advisable to use
vectors with less than five values. It is possible to calculate the LLWR for a especific (unique) value of bulk
density. In This case, Bd
should be a vector of length 1 and, therfore, it is not possible to fit the
models "Silva"
and "Busscher"
, for water content and penetration resistance, respectively.
The model employed by Silva et al. (1994) for the soil water content (θ) as a function of the soil bulk density (ρ) and the matric head (h) is:
θ = exp(a + b ρ)h^c
The model proposed by Ross et al. (1991) for the soil water content (θ) as a function of the matric head (h) is:
θ = a h^c
The penetration resistance model, as presented by Busscher (1990), is given by
Pr = b0 * (θ^{b1}) * (ρ^{b2})
If the agrument Bd
receives a single value of bulk density, then llwr()
fits the following simplified model (option noBd
):
Pr = b0 * θ^{b1}
A list of
limiting.theta 
a n x 4 matrix containing the limiting values of water content for each input
value of bulk density at the volumetric air content ( 
pars.water 
a "nls" object or a numeric vector containing estimates of the three parameters of the model employed by
Silva et al. (1994) for the functional relationship among 
r.squared.water 
a "Rsq" object containing the pseudo and the adjusted Rsquared for the water model. 
pars.Pr 
a "nls" object or a numeric vector containing estimates of the three parameters of the penetration resistance model. 
r.squared.Pr 
a "Rsq" object containing the pseudo and the adjusted Rsquared for the penetration resistance model. 
area 
numeric; the value of the shaded (LLWR) area. Calculated only when Bd is a vector of length > 1. 
LLWR 
numeric; the value of LLWR (m^3~m^{3}) corresponding to 
Anderson Rodrigo da Silva <[email protected]>
Busscher, W. J. (1990). Adjustment of flattipped penetrometer resistance data to common water content. Transactions of the ASAE, 3:519524.
Leao et al. (2005). An Algorithm for Calculating the Least Limiting Water Range of Soils. Agronomy Journal, 97:12101215.
Leao et al. (2006). Least limiting water range: A potential indicator of changes in nearsurface soil physical quality after the conversion of Brazilian Savanna into pasture. Soil & Tillage Research, 88:279285.
Ross et al. (1991). Equation for extending waterretention curves to dryness. Soil Science Society of America Journal, 55:923927.
Silva et al. (1994). Characterization of the least limiting water range of soils. Soil Science Society of America Journal, 58:17751781.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26  # Example 1  part of the data set used by Leao et al. (2005)
data(skp1994)
ex1 < with(skp1994,
llwr(theta = W, h = h, Bd = BD, Pr = PR,
particle.density = 2.65, air = 0.1,
critical.PR = 2, h.FC = 100, h.WP = 15000))
ex1
# Example 2  specifying the parameters (Leao et al., 2005)
a < c(0.9175, 0.3027, 0.0835) # Silva et al. model of water content
b < c(0.0827, 1.6087, 3.0570) # Busscher's model
ex2 < with(skp1994,
llwr(theta = W, h = h, Bd = BD, Pr = PR,
particle.density = 2.65, air = 0.1,
critical.PR = 2, h.FC = 100, h.WP = 15000,
pars.water = a, pars.busscher = b))
ex2
# Example 3  specifying a single value for Bd
ex3 < with(skp1994,
llwr(theta = W, h = h, Bd = 1.45, Pr = PR,
particle.density = 2.65, air = 0.1,
critical.PR = 2, h.FC = 100, h.WP = 15000))
ex3
# End (not run)

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