www.VadoseZoneJournal.org | 618 2011, Vol. 10
Alternatve Analy tcal Expressions
for the General van Genuchten–
Mualem and van Genuchten–
Burdine Hydraulic
Conductvity Models
The van Genuchten expressions for the unsaturated soil hydraulic proper tes, first pub-
lished in 1980, are used frequently in various vadose zone flow and transport applicatons
assuming a specific relatonship between the m and n soil hydraulic parameters. By com-
parison, probably because of the complexity of the hydraulic conductvity equatons, the
more general solutons with independent m and n values are rarely used. We expressed the
general van Genuchten–Mualem and van Genuchten–Burdine hydraulic conductvity equa-
tons in terms of hypergeometric functons, which can be approximated by infinite series
that converge rapidly for relatvely large values of the van Genuchten–Mualem parameter
n but only very slowly when n is close to one. Alternatve equatons were derived that
provide very close approximatons of the analytcal results. The newly proposed equatons
allow the use of independent values of the parameters m and n in the soil water retenton
model of van Genuchten for subsequent predicton of the van Genuchten–Mualem and
van Genuchten–Burdine hydraulic conductvity models, thus providing more flexibility in
fiƫng experimental pressure-head-dependent water content, θ (h), and hydraulic conduc-
tvity, K(h), or K( θ) data.
The unsaturated hydraulic conductvity is a key property for modeling water
fow in the vadose zone. Tis property can be measured directly (Klute and Dirksen, 1986)
or indirectly (van Genuchten and Leij, 1992) or estimated implicitly using inverse meth-
ods (Hopmans and Šimůnek, 1999; Butters and Duchateau, 2002). Based on pore size
distribution theories proposed by Childs and Collis-George (1950), Burdine (1953), and
Mualem (1976), among others, several approaches for predicting the unsaturated hydraulic
conductivity from measured soil water retention data have been presented in the literature.
Tese theories produced predictive expressions for the relative hydraulic conductivity, K
r
,
which is the ratio between the hydraulic conductivity, K, at a certain water content, θ , or
pressure head, h, and the hydraulic conductivity at saturation, K
s
:
( )
( )
r
s
,
,
K h
K h
K
θ
θ = [1]
A frequently used equation for describing the soil water retention curve is (van Genuchten, 1980)
( )
e
s r
1
m
n
r
S h
−
θ−θ
⎡ ⎤
= = + α
⎢ ⎥
⎣ ⎦ θ −θ
[2]
where S
e
is the efective saturation, θ
s
and θ
r
are the saturated and residual soil water con-
tents, respectively, and α , m, and n are empirical parameters. As shown by van Genuchten
(1980) and van Genuchten and Nielsen (1985), Eq. [2] may be combined with the pore
size distribution models of Burdine (1953) or Mualem (1976) to lead to predictive expres-
sions for the relative hydraulic conductivity of unsaturated soils. Te Burdine (1953) and
Mualem (1976) models difer in the manner in which efective pore radii are estimated
(Vereecken, 1995). Te model of Mualem (1976) is given by
( )
( )
{ }
( )
{ }
⎡ ⎤
⎣ ⎦
=
⎡ ⎤
⎣ ⎦
∫
∫
e
2
e e e
0
r e
2
1
e e
0
1 d
1 d
S
l
S hS S
K S
hS S
[3]
Alternatves for the van Genuchten
hydraulic conductvity equatons are
presented using approximations of
infinite series of hypergeometric func-
tons. These approximatons match
very closely to the analytcal results
and allow the use of independent
parameter values in the soil water
retenton model for subsequent pre-
dicton of the hydraulic conductvity.
D. Dourado Neto, Q. de Jong van Lier, and
K. Reichardt, Univ. of São Paulo, Piraci-
caba (SP), Brazil; M.Th. van Genuchten, Dep.
of Mechanical Engineering, Federal Univ. of
Rio de Janeiro, Rio de Janeiro (RJ), Brazil; K.
Metselaar, Dep. of Environmental Sciences,
Wageningen Univ., Wageningen, the Nether-
lands; and D.R. Nielsen, Dep. of Land, Air and
Water Resources, Univ. of California, Davis,
CA 95616. *Corresponding author (qdjvlier@
esalq.usp.br).
Vadose Zone J. 10:618–623
doi:10.2136/vzj2009.0191.
Received 22 Dec. 2009.
Posted online 26 Apr. 2011.
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Original Research
D. Dourado Neto
Q. de Jong van Lier*
M.Th. van Genuchten
K. Reichardt
K. Metselaar
D.R. Nielsen