Upload
ar-dexter
View
213
Download
0
Embed Size (px)
Citation preview
www.elsevier.com/locate/still
Soil & Tillage Research 79 (2004) 233–238
Prediction of the soil structures produced by tillage
A.R. Dextera,*, M. Birkasb
aInstitute of Soil Science and Plant Cultivation (IUNG), ul. Czartoryskich 8, 24-100 Pulawy, PolandbSzent Istvan University, PaterKaroly u.1, 2130 Godollo, Hungary
Abstract
Data are presented for the amount of clods >50 mm produced when five different soils were tilled at a range of different,
naturally occurring water contents. The optimum water content for soil tillage is defined as that at which the amount of clods
produced is minimum. The amount clods produced at this optimum water content is shown to be linearly and negatively
correlated with the value of Dexter’s index S of soil physical quality. This results in a rational model for soil tillage that enables
predictions to be made for all different soils and conditions. Pedo-transfer functions can be used to estimate the input parameters
for the model for cases, for which measured values are not available. It is concluded that for soils with good physical condition
(i.e. S > 0.035), no clods >50 mm are produced during tillage.
# 2004 Elsevier B.V. All rights reserved.
Keywords: Clods; Pedo-transfer functions; Soil structure; Soil water content; S-theory; Tillage
1. Introduction
It has long been known that there is an optimum
water content for tillage at which the number of large
soil aggregates or clods produced is minimum (e.g.
Sitkei, 1967; Ojeniyi and Dexter, 1979). Tillage when
the soil is wetter or drier than this optimum results in
the production of a greater number of large clods that
must then be broken down in one or more subsequent
tillage operations. For example, according to Sitkei
(1967), with medium-textured Hungarian soil the
optimum water content at ploughing to obtain a nicely
crumbled structure is 21 kg (100 kg)�1. Then, the soil
* Corresponding author. Tel.: +48 81 886 3421;
fax: +48 81 886 4547.
E-mail address: [email protected] (A.R. Dexter).
0167-1987/$ – see front matter # 2004 Elsevier B.V. All rights reserved
doi:10.1016/j.still.2004.07.011
can be ploughed with minimum clod production. If the
soil water content is below 16 kg (100 kg)�1, the
medium-textured soil is considered to be dry, and any
cultivation results in clod production. Soil with 18–
24 kg (100 kg)�1 water content is considered to be
moist. In this range of water contents, clod production
during ploughing is minimum and provides the best
conditions for ploughing. In the 24–25 kg (100 kg)�1
water content range, the soil is wet but it is still not
smearing. At water contents above 25 kg (100 kg)�1,
the wet soil can be cultivated only by slicing.
An attempt to predict the soil structures resulting
from tillage was made by Dexter (1979). This involved
an empirical model in which the resulting soil
structural parameters were estimated as the product
of a number of experimentally determined factors
which included soil type, soil water content, tillage
.
A.R. Dexter, M. Birkas / Soil & Tillage Research 79 (2004) 233–238234
implement, previous crop, etc. One conclusion from
this work was that the results of tillage depend much
more on the soil condition than on the type of tillage
implement used.
The extent to which soil breaks down or crumbles
has been shown to depend on the soil friability (Watts
and Dexter, 1998; Dexter and Watts, 2001). Recently,
it has been shown that there is a correlation between
friability and the shape of the water retention curve
because both depend on the soil micro-structure. In
particular, it has been shown that there is a correlation
between the measure of friability, F1, and the slope, S,
of the water retention curve at its inflection point
(when plotted as ln (h) against the gravimetric water
content, u). This empirical relationship may be written
(Dexter, 2004b):
F1 ¼ 15:0S (1)
As shown in Dexter (2004c), S is related to the
sharpness of the pore size distribution which is indi-
cative of the presence of micro-structure. S has been
described by Dexter (2004a–c) as an index of soil
physical quality that can be used in the prediction of
soil friability and break-up of soil during tillage.
The van Genuchten (1980) equation for water reten-
tion is
u ¼ ðusat � uresÞ½1 þ ðahÞn��m þ ures (2)
where usat and ures are the saturated and residual water
contents, respectively; u and h the content and ‘‘suc-
tion’’ (equal to the modulus of the matric water
potential) of the soil water; a the scaling factor for
h; and m and n are parameters that govern the shape of
the fitted curve. In the work presented here, h is in hPa
and u is in kg kg�1.
It is shown in Dexter and Bird (2001) that the
modulus of the water potential at the inflection point,
Table 1
Properties of the soils used in the tillage experiments
Soil Location Clay content
(kg (100 kg)�1)
Silt
(kg
Soil 1 Hatvan 35 42
Soil 2 Hatvan 40 28
Soil 3 Hatvan 50 26
Soil 4 Hatvan 60 33
Soil 5 Szolnok 35 38
a Estimated values (see text).
when this is plotted as ln (h) against u is:
hi ¼1
a
1
m
� �1n
(3)
Substitution back into Eq. (2) gives the water content
at the inflection point as
ui ¼ ðusat � uresÞ 1 þ 1
m
� ��m
þures (4)
As shown in Dexter (2004a), this gives for the
slope of the water retention curve at the inflection
point:
S ¼ �nðusat � uresÞ 1 þ 1
m
� ��ð1þmÞ(5)
For simplicity, we have assumed that m = 1 � 1/n,
according to Mualem (1986).
In this paper, we test and calibrate the relationship
between S and the soil structures resulting from tillage
using field data from a range of Hungarian soils. We
chose to measure the amount of clods >50 mm
because these have no agronomic value and often
create problems for soil management. Therefore, the
minimization of the amount of these clods is important
in practice.
2. Materials and methods
2.1. Soils
Five different Hungarian soils were used in the
tillage experiments. Some key properties of these are
shown in Table 1. All the soils lie in the Carpathian
basin and are Calcic chernozems formed on loess.
Hatvan is located north-east from Budapest on the
northern edge of the basin. Szolnok is on the river
content
(100 kg)�1)
Organic matter
(kg (100 kg)�1)
Bulk density
(Mg m�3)
3.2 1.40
3.4 1.50
3.2a 1.36
3.5a 1.36
3.5a 1.39
A.R. Dexter, M. Birkas / Soil & Tillage Research 79 (2004) 233–238 235
Fig. 1. Amounts of clods >50 mm produced during tillage of the
five experimental soils as functions of gravimetric water content.
Note that the scales on the y-axis for the different soils are different.
Tisza at the centre of the Great Hungarian plain. Soil
bulk density (Mg m�3) was measured using undis-
turbed cores (50 mm diameter and 25, 50 or 100 mm
long depending on the purpose) taken from a depth of
0–0.5 m. Five cores were taken at each depth for each
treatment point.
2.2. Water contents
For each soil, a range of water contents was
obtained as follows (Birkas, 2000). Soil water content
was determined in the 0–50 cm layer by different
methods: (1) sampling from the vertical wall of soil
pits according to Niekrashoff with five replications,
(2) lifting, weighing and analysing of monoliths to the
tillage depth (between 0 and 0.40 m) with five
replications, (3) measuring soil strength and water
content for each 25 mm increment with an electronic
penetrometer (Daroczi and Lelkes, 1999) using 5–10
replications.
The ranges of water contents used in the tillage
experiments were naturally occurring. Artificial
wetting was not used. The differences between tillage
seasons (from June to October), and natural wetting
and drying of soils were utilized in long-term trials.
Water contents of soils were measured twice daily, and
the necessary soil water contents were selected from
the long-term data. Water contents were measured
gravimetrically by oven drying at 105 8C.
2.3. Tillage
The results presented here are from the use of a
mouldboard plough. Tillage was done to depths of 30–
32 cm for soils 1 and 2, and to depths of 22–25 cm for
soils 3–5. The tillage experiments were done in the
following years: soil 1, 2002; soil 2, 1984–1985; and
for soils 3–5, 1989.
2.4. Sieving
The soil structures produced by tillage were
quantified as follows. Samples of the tilled layer of
approximately 16–21 kg were collected and sieved
with a minimum of 6 and a maximum of 10
replications at each water content.
3. Experimental results
Soil structures resulting from tillage are expressed
here as the amount of clods >50 mm as measured by
sieving. These are shown as a function of soil water
content at the time of tillage as shown in Fig. 1. For
each soil, a minimum amount of clods are produced at
a certain water content. This is defined as the optimum
water content for tillage. Tillage of soil that is either
wetter or drier than optimum results in greater clod
production.
In the remainder of this paper, we consider only the
amount of clods produced when tillage of the top-soil
is done at this optimum water content. The minimum
amounts of clods >50 mm were 22.0, 40.7, 30.3, 37.0
and 18.5 kg (100 kg)�1 for soils 1, 2, 3, 4 and 5,
respectively.
Since the water retention characteristics of the soils
were not measured they were estimated using the
pedo-transfer functions of Wosten et al. (1999) using
the appropriate values for these five experimental soils
presented in Table 1. The use of pedo-transfer
functions for this purpose is described and discussed
in Dexter (2004a). The resulting parameters of the van
A.R. Dexter, M. Birkas / Soil & Tillage Research 79 (2004) 233–238236
Fig. 2. Amounts of clods produced during tillage of the five
experimental soils at the optimum water content as a function of S.
Genuchten equation for soil water retention (Eq. (2))
were used to obtain estimates of S using Eq. (5).
The relationship between the amount of clods
>50 mm, C (%), produced by tillage and the value of S
is illustrated in Fig. 2. The line in the figure is the fitted
regression equation
C ¼ 94:5ð�4:3Þ � 2630ð�174Þ S; r2 ¼ 0:99;
P ¼ 0:00063 (6)
It is interesting to note that the value of S that gives
C = 0 is predicted from Eq. (6) to be S = 0.036. This is
not significantly different from the ‘‘critical’’ value of
Table 2
Typical values of S for the 12 FAO/USDA soil texture classes together with t
The values of the parameters usat, a and n of Eq. (2) were calculated using
and bulk density (r) in the pedo-transfer functions of Wosten et al. (199
FAO/USDA texture class Clay % Silt % OM % r (M
cl 60 20 4.47 1.24
sa cl 42 7 3.61 1.33
si cl 47 47 3.85 1.30
cl l 34 34 3.22 1.37
si cl l 34 56 3.22 1.37
sa cl l 27 13 2.89 1.41
l 17 41 2.41 1.47
si l 14 66 2.26 1.49
si 5 87 1.83 1.55
sa l 10 28 2.07 1.51
1 sa 4 13 1.78 1.55
sa 3 3 1.73 1.56
Note: sa: sand, si: silt, l: loam, cl: clay.
S = 0.035 that was suggested by Dexter (2004a–c) to
be the boundary between soils with ‘‘good’’ soil
physical condition and ‘‘poor’’ soil physical condition.
These results, therefore, support the proposed ‘‘criti-
cal’’ value and also show that soils in ‘‘good’’ soil
physical condition are not expected to produce clods
>50 mm when tilled. However, it should be noted that
the ‘‘critical’’ value of S = 0.035 is somewhat arbitrary,
and that no sudden change of soil behaviour occurs at
this point.
The excellent relationship in Eq. (6) is probably
due in part to the fact that we have applied pedo-
transfer functions to a range of soils of similar
pedogenic origin. If our five soils had different
dominant clay minerals, for example, then we would
not expect to obtain such a high correlation coefficient
from the use of pedo-transfer functions. Of course, it
would be best to obtain all values of S from accurately
measured water retention characteristics in order to
avoid the limitations associated with pedo-transfer
functions, but these were not available in the present
study.
4. Predictions using pedo-transfer functions
Given the excellent relationship between S and the
amount of clods, C, produced during tillage, we can
now make some predictions using the pedo-transfer
functions. We do this for each of the 12 soil texture
he parameters used in their calculation as described in Dexter, 2004a.
the values for particle size distribution, organic matter content (OM)
9).
g m�3) usat (kg kg�1) a (hPa)�1 n S
9 0.395 0.0217 1.103 0.0296
4 0.335 0.0616 1.139 0.0317
9 0.362 0.0220 1.104 0.0273
6 0.324 0.0400 1.127 0.0285
6 0.325 0.0226 1.129 0.0290
4 0.299 0.0727 1.169 0.0326
4 0.278 0.0314 1.208 0.0354
2 0.269 0.0134 1.245 0.0385
2 0.243 0.0045 1.392 0.0485
8 0.258 0.0400 1.278 0.0405
9 0.239 0.0534 1.406 0.0488
6 0.226 0.0671 1.581 0.0594
A.R. Dexter, M. Birkas / Soil & Tillage Research 79 (2004) 233–238 237
Fig. 3. Predictions of the amounts of clods >50 mm produced
during tillage of soils of the 12 FAO/USDA soil texture classes
as functions of bulk density.
classes of the FAO/USDA classification system. The
mean values of properties for each of the texture
classes used in the pedo-transfer functions are
presented in Table 2. The values of organic matter
content given in Table 2 were obtained from soils in
the humid, temperate climate of northern Europe.
Values of organic matter content in other climatic
regions may be expected to be different. For example,
in Mediterranean climatic regions, which are warmer
and drier, organic matter contents will be smaller.
The predictions of clod production during tillage at
the optimum water content are shown in Fig. 3.
It must be emphasized that pedo-transfer functions
illustrate only typical values and trends. They may not
be expected to produce accurate predictions for the
physical properties of individual soils. Limitations
associated with the use of pedo-transfer functions have
been discussed by Wosten et al. (2001).
5. Conclusions
A very good correlation has been found between
the amount of soil clods >50 mm produced by tillage
of the five experimental soils at the optimum water
content and the predicted value of the index of soil
physical quality, S. This correlation exists because
soil break-up during tillage and the value of S, as
determined from the soil water retention curve, both
depend on the amount of micro-structure present in
the soil.
It has previously been shown that values of S have
the same physical meaning for all different soil types.
Therefore, different soils may be compared directly in
terms of their S values. Because of this universality of
S values, it has been possible to produce predictions of
the amounts of clods >50 mm produced by tillage of
all 12 different soil texture classes over a wide range of
values of bulk density. Although we have studied the
production of clods >50 mm, we expect that the same
approach could be applied to the study and prediction
of the production of aggregates and clods of other
sizes.
The value of S above which no clods >50 mm are
produced is not significantly different from the critical
value of S = 0.035 that was proposed by Dexter
(2004a–c) as being the boundary between soil of
‘‘poor’’ and ‘‘good’’ soil physical quality.
This work demonstrates that S-theory is consistent
with the results of tillage conducted in the field.
Acknowledgement
This paper presents results of research programs
supported by NKFP-OM-3B/0057/2002 and OTKA-
34.274.
References
Birkas, M., 2000. A talajtomorodes helyzete Magyarorszagon.
Kovetkezmenyei es enyhıtesenek lehetosegei (soil compaction
situation in Hungary. Consequences and alleviation possibili-
ties). MTA Doktori Ertekezes (DSc diss.), Budapest.
Daroczi, S., Lelkes, J., 1999. Szarvas-Type Penetronik penetrometer
(in Hungarian). Gyakorlati Agroforum 10 (7), 16–18.
Dexter, A.R., 1979. Prediction of soil structures produced by tillage.
J. Terramech. 16 (3), 117–127.
Dexter, A.R., 2004a. Soil physical quality: Part I. Theory, effects of
soil texture, density, and organic matter, and effects on root
growth. Geoderma 120, 201–214.
Dexter, A.R., 2004b. Soil physical quality: Part II. Friability, tillage,
tilth and hard-setting. Geoderma 120, 215–226.
Dexter, A.R., 2004c. Soil physical quality: Part III. Unsaturated
hydraulic conductivity and general conclusions about S-theory.
Geoderma 120, 227–239.
Dexter, A.R., Bird, N.R.A., 2001. Methods for predicting the
optimum and the range of water contents for tillage based on
the water retention curve. Soil Tillage Res. 57, 203–212.
Dexter, A.R., Watts, C.W., 2001. Tensile strength and friability. In:
Smith, K.A., Mullins, C.E. (Eds.), Soil Analysis: Physical
A.R. Dexter, M. Birkas / Soil & Tillage Research 79 (2004) 233–238238
Methods, second ed. Marcel Dekker Inc., New York, pp. 405–
433.
Mualem, Y., 1986. Hydraulic conductivity of unsaturated soils:
prediction and formulas. In: Klute, A. (Ed.), Methods of Soil
Analysis. Part 1: Physical and Mineralogical Methods, second
ed. Amer. Soc. Agron. Monograph 9, 799–823.
Ojeniyi, S.O., Dexter, A.R., 1979. Soil factors affecting the macro-
structures produced by tillage. Trans. Am. Soc. Agric. Eng. 22,
339–343.
Sitkei, Gy., 1967. A mezogazdasagi gepek talajmechanikai proble-
mai (soil mechanical problems of agricultural tools). Akademiai
Kiado, Budapest, pp. 26–29.
van Genuchten, M.Th., 1980. A closed-form equation for predicting
the hydraulic conductivity of unsaturated soils. Soil Sci. Soc.
Am. J. 44, 892–898.
Watts, C.W., Dexter, A.R., 1998. Soil friability: theory, measure-
ment and the effects of management and organic matter. Eur. J.
Soil Sci. 49, 73–84.
Wosten, J.H.M., Lilly, A., Nemes, A., Le Bas, C., 1999. Develop-
ment and use of a database of hydraulic properties of European
soils. Geoderma 90, 169–185.
Wosten, J.H.M., Pachepsky, Ya.A., Rawls, W.J., 2001. Pedotransfer
functions: bridging the gap between available basic soil data and
missing soil hydraulic characteristics. J. Hydrol. 251, 123–150.