Soil Water Retention Curve as Affected by Sample Height

ABSTRACT:

The soil water retention curve is one of the main instruments to assess the soil physical quality and to improve soil management. Traditionally, the equipment most used in the laboratory to determine the retention curve has been Haines funnels and Richards chambers. An important factor to which little attention has been given in the use of these equipaments is the height of the undisturbed soil sample. This work proposes to evaluate the influence of different heights of undisturbed samples for the determination of the retention curve. For this, undisturbed soil samples were collected in aluminum cylinders of three different heights (S1 = 75 mm; S2 =50mm; S3 =25 mm) and with the same internal diameter (70 mm) from the diagnostic horizons of a Typic Hapludox and a Kandiudalfic Eutrudox (Latossolo Vermelho amarelo distrófico típico and Nitossolo Vermelho eutrófico latossólico, respectively) in experimental areas of “Escola Superior de Agricultura Luiz de Queiroz” (ESALQ/USP), Piracicaba (SP), Brazil. The soil physical characterization was done based on granulometric analysis, bulk density, particle density, porosity, and organic carbon. The retention curves were determined for each sample size using Haines funnels for the tensions of 0.5, 1, 4, 6, and 10 kPa and Richards chambers for 33, 100, and 500 kPa. Data of the curves were estimated, fitted to a model and then the distribution of the soil pore radius was evaluated, differentiating the soil water retention curve. The Typic Hapludox showed a not so remarkable difference between the retention curve with the S3 samples and the retention curve with the S1 samples, in the range 0-1 kPa of tensions, and also between the retention curve with S1 samples and both retention curves with the S2 and S3 samples, in the range 100-500 kPa of tension. This led to a slight difference in the pore distribution curves for the sample heights of this soil. The Kandiudalfic Eutrudox, however, presented not only a remarkable difference of the smaller sample retention curve (S3) in relation to the larger ones (S1 and S2) in the range 0-10 kPa of tension, but also a notable difference in the pore distribution curves, with a reduction of mesopores and increase of micropores with the increase of sample height. Finally, from the results obtained and with the methodology used to determine the soil retention curve, it is not recommended to use undisturbed samples with a height greater than 25 mm.

Keywords:
matric potential; Haines funnel; Richards chamber; pore size distribution

INTRODUCTION

The quantification of soil water flow is essential for several areas of agriculture, soil science, and hydrology, such as irrigation and fertilizer management, remediation of polluted areas, and many others. Specifically, the numerical solution for the Richards equation requires, as input parameters, a knowledge of the soil water retention curve and soil hydraulic conductivity as a function of soil water content (Solone et al., 2012).

The retention curve has also become one of the main instruments in soil physics to understand how water moves and is retained in the soil (Ghanbarian et al., 2015). From this curve, important information such as the distribution of soil pore size and modeling of the porous medium for the prediction of hydraulic conductivity of unsaturated soil can be obtained (Burdine, 1953; Mualem, 1976; van Genuchten, 1980; Hunt et al., 2013; Ghanbarian et al., 2015). Besides, the retention curve can be affected by specific characteristics of each soil, such as the mineralogy of the clay fraction, organic matter, shape, and arrangement of soil particles, or the composition and concentration of solutes in soil solution, among others (Grohmann and Medina, 1962; Beutler et al., 2002).

When using instruments with a porous plate, such as Richards chambers and Haines funnels, the retention curve can also be affected by hysteresis, temperature, hydraulic conductance of the porous material, sample saturation contact between the sample, and porous plate, and the correct detection of the point of equilibrium of the water in the instrument at each selected tension (Klute, 1986; Moraes et al., 1993; Munoz-Carpena et al., 2002; Abbasi et al., 2012; Solone et al., 2012). Remarkable differences between the matric potential measured by instruments with a porous plate at high pressure and instruments using the dew point measurement was reported by Bittelli and Flury (2009). They found that the water coming out of the sample at the tension of 1,500 kPa was two times more than that determined with the dew point meter. This might be because of the difficulty the water has in attaining equilibrium in such high tensions, in which the soil hydraulic conductivity is very low, and the time the samples remained in the equipment may not have been enough to provide equilibrium conditions (Hunt and Skinner, 2005).

Richards chambers and Haines funnels are some of the most commonly used instruments for determining the soil water retention curve in the laboratory and, so far, little attention has been given to the dimensions of the sample, specifically its height, when using these instruments. The influence of the sample size on the soil water retention curve by means of percolation theory was studied, and it was verified that smaller samples provided greater accessibility between the pores of the interior and the pores of the surface of the sample (Larson and Morrrow, 1981; Zhou and Stenby, 1993). The diameter and height of samples were used as input in pedotransfer functions to obtain the soil water retention curve and the hydraulic conductivity of the saturated soil (Ghanbarian et al., 2015). The results showed that the inclusion of the dimensions of the sample as a parameter in the pedotransfer functions could improve the precision of the prediction of these soil properties.

According to the literature, the height of undisturbed soil samples used to determine the soil water retention curve varies from 0.03 to 0.075 m (Moraes et al., 1993; Claessen, 1997; Beutler et al., 2002; Machado et al., 2008; Brito et al., 2011). It is reported by Reichardt and Timm (2004) that the height of the samples for this type of analysis can vary from 0.03-0.10 m. By using the Haines funnel to determine the matric potential, what is done is to impose a pressure difference across its porous plate by means of suction beneath the plate (in the base of the sample), which may be a hanging water column or a controlled vacuum. In the Richards chamber, a pressure difference is also imposed across its porous plate, but by means of air pressure on the surface of the sample. In other words, with the Haines funnel, the porous plate is used to create suction (a pressure less than the atmospheric pressure) at the sample base, keeping the top of the sample subject to atmospheric pressure; with the Richards chamber, the porous plate is used to maintain atmospheric pressure at the sample base and to support an air pressure greater than the atmospheric pressure acting on the sample through its top. Therefore, the height of the sample over this point can influence the value of the soil water content for a given matric potential. Thus, this work was developed with the objective of assessing different heights of undisturbed sample to determine the soil water retention curve by the traditional method using porous plate funnels (Haines funnels) and plate porous air pressure chambers (Richards chambers).

MATERIALS AND METHODS

Disturbed and undisturbed samples were collected from the diagnostic horizon of two soils located in experimental areas of the “Escola Superior de Agricultura Luiz Queiroz” (Esalq/USP), Piracicaba, São Paulo. The soils were classified by Cooper et al. (2002) according to the Soil Taxonomy (Soil Survey Staff, 2014) as “Typic Hapludox” (soil 1) and as “Kandiudalfic Eutrudox” (soil 2); according to the Brazilian Soil Classification System, soil 1 is a Latossolo Vermelho amarelo distrófico típico and soil 2 is a Nitossolo Vermelho eutrófico latossólico (Santos et al., 2013).

The reason for choosing these soils is related to their structural organization: the Typic Hapludox is a sandy soil, with a simple structure without aggregation and classified as massive, and the Kandiudalfic Eutrudox, on the other hand, is a clayey soil with a well-developed structure classified as subangular blocks.

The disturbed samples of each soil were used to perform the granulometric analysis by the densimeter method (Grossman and Reinsch, 2002), to determine the particle density by the method of a helium gas pycnometer and the organic carbon by the Walkey-Black method. The granulometric distribution, splitting the sand fraction according to the American classification (1951), is presented in table 1. From this distribution, the diagnostic horizon of soil 1 is classified as a clay-sandy-loam texture and that of soil 2 as a loam-texture (Santos et al., 2013).

Table 1
Granulometric distribution of the diagnostic horizon of the studied soils

Fractions(1)	Soil 1	Soil 2
	___________________________g kg−1__________________________
VLS	1.59	2.68
LS	17.01	9.65
MS	92.07	30.87
FS	411.67	117.93
VFS	219.83	90.51
TS	742.17	251.64
Silt	42.18	144.11
Clay	215.66	604.26

• VLS = very large sand; LS = large sand; MS = medium sand; FS = fine sand; VFS = very fine sand; TS = total sand; Soil 1 = Typic Hapludox; Soil 2 = Kandiudalfic Eutrudox. ⁽¹⁾ The granulometric analysis was made by the densimeter method.

The undisturbed soil samples were used to determine the soil bulk density (ρ) and the retention curves. They were also collected from the depth of 0.50 m in soil 1 and from the depth of 0.30 m in soil 2. The samples were collected with the Uhland extractor, which consists of a “cup” with an internal diameter of 75 and height of 75 mm. Rings of internal diameter of 70 mm, and three different heights, 75 mm (S1), 50 mm (S2), and 25 mm (S3), were used. For the two smaller rings (S2 and S3), the internal space of the “cup” not occupied by the ring wall was completed with extra rings. For S2, two rings of 12.5 mm were used and, for S3, two rings of the same height (25 mm) were used, in such a way that the main rings, that is, those that were used in the analyses, were located in the central part of the extractor. A total of 135 samples were collected from each soil: 45 for each sample height.

After collection, the excess of soil in the main rings was removed by taking off the extra rings from S2 and S3, so that the soil would fill the main ring. Then, at one end of the main ring, a fabric was fixed with an elastic to prevent loss of soil during handling of the samples.

The soil water retention curves were determined in the laboratory using porous plate funnels and Richards pressure chambers (Klute, 1986). The tension applied to the funnels was 0.5, 1, 4, 6, and 10 kPa and in the chambers the tensions were 33, 100, and 500 kPa. Each point of the curve was obtained with five samples for each point. It was decided to detail the wet part of the curve (points 0.5 to 10 kPa) because the soil structural arrangement has more influence on the water retention in the wet part of the curve (lower tension points), where the capillarity is more active.

The samples were saturated for 24 h with distilled and deaerated water and then taken to the funnels, which also had their plates saturated for the same period of time. After the samples were placed in the funnel, the water level was raised above the porous plate to the top of the sample, to ensure saturation of the sample. With the chambers, the saturation of the samples was also for 24 h while the porous plates were immersed in a container with water and only removed when they were used. After the saturation, the samples were taken to the plates, always being careful to ensure perfect plate/sample contact. Then, suction was applied in the case of the funnels, and air pressure in the case of the chambers, corresponding to the desired tension. This caused the soil solution to drain from the sample until equilibrium was reached when the flow of water stopped, and the matric potential off set the suction (h) or the air pressure (P).

At equilibrium, the samples were removed from the chambers and funnels and weighed in an analytical balance with a hundredth of gram precision and their masses recorded; then they were placed in a forced air circulation oven at 105 °C for two days; after this period, the samples were weighed again and the mass-based and volume-based water contents were then calculated.

The water content data for each tension were fitted to the equation 1, used by van Genuchten (1980):

Eq. 1 $$\theta ={\theta }_r+\frac{{\theta }_s-{\theta }_r}{[1+{(\mathrm{\alpha }|{\varphi }_{\mathrm{m}}{|}^n]}^m}$$

In which θ_s is the saturated soil water content (m³ m⁻³), θ_r is the residual soil water content (m³ m⁻³), ϕ_m is the matric potential (tension |ϕ_m|), α, n, and m are parameters of the equation, with m = 1- 1/n. Both θ_s and θ_r were considered as fit parameters and their values represent the maximum and minimum limits of the curve, respectively. The parameters α and n are shape parameters related to the pore-size distribution.

The soil pore-size distribution was done using the model that uses the retention curve and the capillary theory (Libardi, 2012). The pore classification used was that suggested by Koorevaar et al. (1983), in which pores with radius smaller than 15 μm (equivalent to 10 kPa) are micropores, those with radius between 15 and 50 μm (between 3 and 10 kPa) are mesopores, and those larger than 50 μm (equivalent to 3 kPa) are macropores.

For application of the soil pore-size distribution model, equation 1 was modified by replacing |ϕ_m| by the radius of the equivalent pore (r) using the Laplace equation of capillarity with a contact angle equal to zero. Thus, equation 1 becomes equation 2:

Eq. 2 $$\theta ={\theta }_r+\frac{{\theta }_s-{\theta }_r}{{\left[1+{\left(\frac{A}{r}\right)}^n\right]}^m}$$

in which

Eq. 3 $$A=2\sigma \alpha {10}^3$$

kPa⁻¹ being the unit of α; μm the unit of r; and kN m⁻¹ the unit of the surface tension of water σ.

By the differentiation of equation 2 we obtain equation 4, calculating dθ/dlogr. And with the derivative of equation 4 equal to zero, we obtained the equivalent porous radius (r_max) value corresponding to the máximum value of dθ/dlogr (Equation 5):

Eq. 4 $$\frac{d\theta }{dlogr}=({\theta }_s-{\theta }_r)mn{A}^n{r}^{-n}{[1+A^n{r}^{-n}]}^{-m-1}$$

Eq. 5 $$r_{\mathit{max}}=\mathrm{A}{\left(\frac{1}{m}\right)}^{\frac{1}{n}}$$

The data of macro, meso, and microporosity obtained from the soil pore size distribution for each studied sample were submitted to the Shapiro–Wilk parametric normality test, in order to verify if the results were from a population with normal distribution. Then, a comparison of means (Tukey at 0.05 %) was performed using the analysis of variance to determine if there was any modification in the porosity of the samples when using different heights.

The fitting of data to equation 1 was done with the help of the Table Curve 2D (SPSS Inc., 2000). To verify whether or not there was a difference between the retention curves for the different heights of sample, confidence intervals were plotted to the curves for the three sample heights in each studied soil.

RESULTS AND DISCUSSION

The clay fraction decisively determines the physical behavior of the soil, due to its high specific surface area that directly interferes in the soil water retention, because the surfaces of the clays are negatively charged and adsorb large amounts of water molecules to the soil surface. Soil 2 (Kandiudalfic Eutrudox), with a very clayey textural classification, may have a higher amount of intra-aggregate pores, high specific surface area, and higher total porosity (α) and, therefore, lower soil bulk density, whereas soil 1 (Typic Hapludox), because it is more sandy, presents a smaller total porous space and, therefore, a higher bulk density (Table 2).

Table 2
Clay fraction, organic carbon, bulk density, particle density and total porosity of the studied soils

Soils	Clay(1)	OC(2)	ρ(3)	ρs(4)	α(5)
	____________g kg−1______________		____________Mg m−3______________		m3 m−3
Soil 1	215.66	2.35	1.51	2.67	0.43
Soil 2	604.26	7.46	1.33	2.89	0.54

• OC = organic carbon; ρ = bulk density; ρ_s = particle density; α = total porosity; Soil 1 = Typic Hapludox; Soil 2 = Kandiudalfic Eutrudox.
• ⁽¹⁾
  Densimeter method;
• ⁽²⁾
  Walkey-Black method;
• ⁽³⁾
  Volumetric ring method;
• ⁽⁴⁾
  Helium gas pycnometer method;
• ⁽⁵⁾
  Calculated using ρ and ρ_s.

According to the analysis of variance (ANOVA) carried out for the bulk density of the soil 1 and soil 2 samples, there was no statistical difference between the means of bulk density due to the difference in height of the samples in the two soils. This proves that the sampling in rings of different heights did not cause significant differences of bulk density. It was also observed that the use of the Uhland extractor with the extra rings in the samples S2 (50 mm high) and S3 (25 mm high) contributed to the minimum disturbance of the samples at the moment of sampling and also that to collect an undisturbed soil sample with a ring height less than 25 mm using this extractor would certainly compromise the structure of this sample.

Before discussing the result of the retention curves, it is necessary to remember that, by the theory of the method of determining the retention curve by means of the funnels and pressure chambers with porous plates, the sample height should be as small as possible to avoid the influence of gravity. This can be illustrated considering figure 1, which shows a porous plate funnel with a soil sample of height L under a tension h at its base. Consider points 1 (top) and 2 (base) of the soil sample and the water in equilibrium. By the theory of potentials, the total water potential in 1 (ϕ_t1) equals the total water potential in 2 (ϕ_t2), that is, ϕ_t1 = ϕ_t2. Since ϕ_t = ϕ_g + ϕ_m, ϕ_g being the gravitational potential, then ϕ_g1 + ϕ_m1 = ϕ_g2 + ϕ_m2 or, from figure 1, L + ϕ_m1 = 0 – h and, therefore, ϕ_m1 = - (h + L), which shows that the greater L (the height of the sample), the lower the soil water matric potential (or the higher the soil water tension). As the soil water content in the retention curve normally decreases with the increase of the soil water tension, then, the higher L, the lower should be the soil water content in the sample as a whole, mainly for low tensions.

Figure 1
Funnel of porous plate with a sample under a tension h. Patm = atmospheric pressure; L = height of the sample; RG = gravitational reference; h = suction (tension) (Libardi, 2012).

The fitting parameters of the experimental data to equation 1 (van Genuchten, 1980) is presented in table 3. Soil 1 had a saturated soil water content (θ_s) of 0.39 m³ m⁻³ for the 75 mm sample height; 0.43 m³ m⁻³ for the 50 mm sample height and 0.44 m³ m⁻³ for the sample height of 25 mm; that is, θ_s increased with the decrease of the sample size. The residual soil water content (θ_r) varied between 0.16 and 0.12 m³ m⁻³, with smaller values for samples of smaller size.

Table 3
Parameters of the soil 1 (Typic Hapludox) retention curves with samples S1, S2, and S3

Sample	θs	θr	α	n	R2
	______________m3 m−3_____________		k Pa−1
S1	0.39	0.16	0.39	2.53	0.95
S2	0.43	0.12	0.58	1.87	0.96
S3	0.44	0.12	0.41	2.33	0.92

• θs = saturated water content; θr = residual water content; α and n = parameters of the equation; R² = coefficient of determination; S1 (height = 75 mm); S2 (height = 50 mm); S3 (height = 25 mm).

The colorful shadow around each mean retention curve (red curve S1 – 75 mm high; green curve S2 – 50 mm high; blue curve S3 – 25 mm high) of soil 1 (Figure 2) represents the confidence interval, which permits us to say if the curves are or are not different. The curve S1 (red) was different only from the curve S3 (blue) in the 0-1 kPa range of tension, and in its drier final part it was different from S2 and S3, between the tensions of 100 and 500 kPa (Figure 2). These higher water content values for the higher tensions of S1 are probably due to the higher soil volume of these samples, with the fine and very fine sand particles representing 85 % of the total sand fraction, which might have offered more resistance to the air pressure in the water withdrawal from S1 samples of soil 1. The smaller soil water content values in the initial part of the S1 curve (tension <1kPa) should be related to the smaller value of θ_s in the 75 mm sample, caused by gravity as explained in figure 1.

Figure 2
Retention curves and confidence intervals obtained with samples S1 (75 mm), S2 (50 mm), and S3 (25 mm), in soil 1 (Typic Hapludox).

Sandy soils shows high resistance to modification of their structure, for example, Cubilla et al. (2002) found that there was no change in the bulk density of a sandy-loam soil under different soil and plant management. Several studies in soils of the state of São Paulo, found that water retention was positively influenced by the clay content in cultivated soils and that in soil under forest, water retention at different depths was dependent on the organic matter content (Grohmann and Medina, 1962).

From the retention curves of soil 2 (Kandiudalfic Eutrudox) shown in figure 3 and the values of the fit parameters (θ_s, θ_r, α, and n) in table 4, it is possible to observe that the larger the sample height, the lower the water content at low tensions, i.e., S3 > S2 ≥ S1. The S1 and S2 curves show lower soil water content in the initial part of the curve, mainly until the tension of 10 kPa, in which data were obtained using the Haines funnel. The S3 curve is significantly different in relation to the S1 and S2 curves, until near the tension of 10 kPa, since there is no intersection between the confidence interval obtained for S3 (blue) and the confidence intervals of S1 and S2 (red and green). Thus, the height of the sample influenced in a more remarkable way the soil water retention curvesof soil 2 than those of soil 1.

Figure 3
Retention curves and confidence intervals obtained with samples S1 (75 mm), S2 (50 mm), and S3 (25 mm), in soil 2 (Kandiudalfic Eutrudox).

Table 4
Parameters of the soil 2 (Kandiualfic Eutrudox) retention curves with samples S1, S2 and S3

Sample	θs	θr	α	n	R2
	__________m3 m−3_____________		k Pa−1
S1	0.47	0.35	1.04	2.59	0.91
S2	0.47	0.34	0.81	1.85	0.80
S3	0.59	0.35	0.70	1.94	0.95

• θs = saturated water content; θr = residual water content; α and n = parameters of the equation; R² = coefficient of determination; S1 (height = 75 mm); S2 (height = 50 mm); S3 (height = 25 mm).

As already mentioned, it is known from the theory of the method of determination of the retention curve by the funnels and pressure chambers with porous plate, that the soil sample height should be as small as possible to avoid any influence of the gravitational potential. However, the sample must be extracted from the soil with such a height that the extraction does not damage the soil structure and interfere in the maintenance of the connection between its own pores and between its pores and the pores of the plate. In other words, any factor that influences the structural organization of the sample will affect the water content measured at each tension (Beutler et al., 2002), especially at the beginning of the curve (lower tensions), where the capillary forces are more active. Changes were observed in soil structure caused by the use and management of soil altering considerably the shape of the retention curves, with a reduction of soil porosity and alteration of the soil pore diameter distribution (Klein and Libardi, 2002). The differences observed in the soil structure can also be attributed to soil mineral particles, which influence the aggregation processes, the structural arrangement, the total pore volume, and the distribution, as well as the connectivity among poresand tortuosity (Lu et al., 2014).

From the percolation theory, Larson and Morrow (1981) have shown that more representative results can be obtained by reducing the sample size, for the applied tensions, and also for the pore size distribution. Moreover, these authors also stated that the retention curve is influenced not only by the pore wetting properties and pore geometry, but also by pore accessibility, facts that are sensitive to the size of the sample used in the analyses. Differences in retention curves also were found due to the effect of the sample size by Zhou and Stenby (1993). In the case of soil 2, the effect of gravity was more pronounced than in soil 1, leading to a significant difference of the retention curves at low tensions, between the 75 mm and the 25 mm sample heights, probably because of its structure allowing a greater drainage through the larger or interaggregated pores, a fact that did not occur with the same intensity in soil 1, whose structure is massive.

The soil pore-size distribution constitutes important information to verify the soil pore geometry in the undisturbed soil samples used to determine the retention curve. The pore radius frequency curves of soil 1 (Figure 4) did not show differences for the different heights of the sample. The peak of the S2 curve (dotted curve) is a little shifted to the right in relation to the peak of curves S1 and S2, which were coincident for the same radius (40 μm); and in curve S3 (dashed curve) the radius of the maximum frequency of the pores (the height of the peak) was higher than the other curves.

Figure 4
Radius frequency function curves for soil 1 (Typic Hapludox), S1 (75 mm), S2 (50 mm), and S3 (25 mm).

Being sandy, this soil contributes to a more uniform structural organization, so that the difference among the curves may be linked to other factors and not only to the size of the undisturbed sample. In studying the influence of the sand fraction on water retention and water availability in soils originated from sandstone, Fidalski et al. (2013) found that fine sand was responsible for the formation of smaller pores and greater retention of water when compared to another soil of more sandy texture. The soil pore distribution depends on the combination of soil texture and soil structure: the pores due to the texture (ultra and cryptomicropores) strongly retain the water in the soil by adsorption, and the secondary pores, that is, the structural ones, correspond to the spaces within the soil aggregates (Zaffar and Lu, 2015).

For soil 1, there was no statistical difference between the mean values of the macro and mesopore percentage (Figure 5) when using samples of different heights to determine the retention curve. Only in the S3 sample there was a decrease of the percentage of micropores when compared to the other samples. As already noted, this must be related to the greater difficulty of the higher samples to allow water withdrawal at higher tensions due to the greater resistance to the air pressure in the air chamber.

Figure 5
Mean values of macropores, mesopores, and micropores obtained with samples S1 (75 mm), S2 (50 mm), and S3 (25 mm) in soil 1 (Typic Hapludox).

In the pore radius frequency curves of soil 2 (Figure 6) it is possible to verify that the distribution of the pores was different: with a solid curve for S1, dotted curve for S2, and dashed for S3.

Figure 6
Radius frequency function curves for soil 2 (Kandiudalfic Eutrudox), S1 (75 mm), S2 (50 mm), and S3 (25 mm).

The maximum radius frequency per unit of the logarithm of radius of the curves, obtained by equation 5, did not coincide and there was a considerable amplitude of the pore radius frequencies between the curves, i.e., the model overestimates the most frequent radius. This happened because soil 2 presents a very clayey texture and a very developed and quite complex structure. Due to this structural complexity, many aspects can influence the frequency of pore distribution in this soil. In this study, the samples with 75 mm and 50 mm heights (S1 and S2) were those that presented a greater facility to drain water when submitted mainly to the suction in the porous plate funnels. This probably occurs through the increase of gravitational potential in these samples due to the greater height above the point at which the measurements were made (porous plate), leading consequently to the differences in the frequency curves of the pore radius. Therefore, evidently, the smaller the height of the sample used to determine the retention curve, the lower the influence of this factor on the soil pore distribution.

Statistical differences were verified for macro, meso, and micropores when sample S3 (white column) was used, whereas for S1 (black column) and S2 (gray column) there was no difference (Figure 7). It can also be seen that the percentage of micropores in S1 and S2 was greater than in S3, the inverse occurring with the percentage of meso and macropores.

Figure 7
Mean values of macropores, mesopores and micropores obtained with samples S1 (75 mm), S2 (50 mm), and S3 (25 mm) in soil 2 (Kandiudalfic Eutrudox).

The results and the methodology of determination of the retention curve used in this work lead to the recommendation to use undisturbed soil samples with a height of 25 mm. This is because a) experimentally, undisturbed soil samples collected with a height of 25 mm did not compromise its structure, the same not being true of samples smaller than 25 mm, and b) from the results of this work, with samples larger than 25 mm, especially for well structured soils, the values of water content in the wet part of the curve are overestimated because of the influence of gravity.

CONCLUSION

The process of the extraction of undisturbed soil samples of small height by means of the traditional Uhland extractor, with rings subdivided into three parts and using the central part to determine the retention curve, proved to be adequate and, with it: i) the retention curve of soil 1 (Typic Hapludox) determined with samples of height 25 mm was different from that determined with samples of height 75 mm, for the 0-1 kPa range of tension, and different from those determined with samples of heights 50 and 75 mm, for the tension range 100-500 kPa; ii) for soil 2 (Kandiudalfic Eutrudox), the retention curve with samples of 75 mm height was very different, both in relation to the curve with samples of 50 mm height and in relation to that with samples of 25 mm height, in the 0-10 kPa range of water tension. The pore-size distribution curves for the three sample heights were very different for soil 2 and slightly different for soil 1. In view of these findings and the fact that the sample must have the smallest possible height, it is recommended to use undisturbed soil samples with a height of 25 mm.

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Publication Dates

• Publication in this collection
  14 Nov 2018
• Date of issue
  2018

History

• Received
  13 Mar 2018
• Accepted
  10 July 2018