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Metrological assessment of TDR performance for measurement of potassium concentration in soil solution/Desempenho metrologico de TDR para medicao da concentracao de potassio na solucao do solo.


Time domain reflectometry (TDR) is used to measure the propagation velocity of an electromagnetic pulse along parallel transmission lines through the soil. This velocity is expressed in terms of a soil dielectric constant (Ka), which is a compound of two parts: real (K') and imaginary (K") (Topp et al., 1980). The theory assumes that dielectric losses (K") of the electromagnetic pulse, from emission to reception, by TDR are negligible. Thus, due to the strong correlation between the dielectric constant of the soil (Ka) and the soil water content (0), the TDR instrument can be calibrated to determine the soil water content.

The most important advantages of this method are the high temporal resolution, the rapidity of acquisition and the repeatability (precision) of measurements (Calamita et al., 2012). According to Topp et al. (1988), it is also possible to simultaneously determine Ka and the apparent soil electrical conductivity (ECa) (solid-liquid-gas phase), because of the proportionality between the energy attenuation of the emitted signal and the soil ECa (Giese & Tiemann, 1975).

Over the years, several mathematical models (empirical or physical) were developed to relate ECa and 0, in order to determine the electrical conductivity of the soil solution, CEw, from the soil water content and soil apparent electrical conductivity (Rhoades et al., 1976; Vogeler et al., 1996; Munoz-Carpena et al., 2005) among others. Out of these models emerged a new application for the technique; the real time monitoring of the ionic composition of the soil solution. This application is facilitated through the combination of two models. The first, mentioned previously, determines CEw, and the second is characterized by the relationship between the electrical conductivity of the soil solution and the concentration of a specific ion, Ci, (Coelho et al., 2005; Santana et al., 2007; Souza & Folegatti, 2010; Andrade Neto et al., 2012)

Much research has been directed toward the quantification of the dielectric losses (K") and its influence on the determination of the dielectric constant (Ka) and the apparent electrical conductivity (ECa). Cataldo et al. (2008; 2009) stated that even with appropriate calibration criteria, TDR readings can be affected by systematic or random errors, causing fluctuations in measurements. These fluctuations are inherent to the instrument and its specification is essential to the correct application. Major sources of error that can influence the reliability of the readings include the temperature variation (Jones et al., 2002; Venkatesh & Raghavan, 2004), the length of the connection cable between the probe and the TDR (Logsdon, 2000; Huisman et al., 2008; Ponciano et al., 2011), and high ECw concentrations (Bechtold et al., 2010; Bouksila et al., 2008). There is also the possibility that errors from different sources may occur simultaneously, making it impossible to characterize the variability of the readings, or to effectively calibrate the instrument.

In spite of their importance for agricultural application, the measurement errors inherent to the TDR technique have been seldom investigated. It is sought, therefore, to contribute to TDR monitoring of potassium status in soil solution, by employing metric tools to characterize systematic and random errors resulting from applying the technique to two soils under laboratory conditions.


The study was carried out in the laboratory area of Embrapa Cassava & Tropical Fruits, located in the municipality of Cruz das Almas, Bahia State. Soil particle-size distribution, soil densities and soil textural classes are presented in Table 1.

A grid of soil columns, initially air-dried, was formed, consisting of 24 treatments for each soil type (Figure 1A), following the methodology proposed by Andrade Neto et al. (2012) and Santana et al. (2007). Each column had specific conditions of moisture and electrical conductivity, obtained by applying a KCl solution to the column (Figure 1B). The arrangement consisted of four water contents for each soil, as follows: Soil "Sf" 0.10 [+ or -] 0.017, 0.197 [+ or -] 0.042, 0.258 [+ or -] 0.048 and 0.291 [+ or -] 0.043 [cm.sup.3] [cm.sup.-3], and soil "Sc" 0.148 [+ or -] 0.019, 0.229 [+ or -] 0.034, 0.269 [+ or -] 0.034 and 0.320 [+ or -] 0.030 [cm.sup.3] [cm.sup.-3]; and six KCl concentrations (1, 2, 3, 4, 5 and 6 dS [m.sup.-1]) for both types of soil.


TDR estimates of ECa and 0 were obtained for each column, 24 h after applying the solutions. In addition, porcelain extractors were introduced into the center of each PVC column so the tensiometer was installed half way up the soil column.

Electrical conductivity and the concentration of potassium of the soil solution for each column were measured in the laboratory. Equations relating these two parameters were fitted to the resulting data. The best fit lines were exponential and linear for Sc and Sf, respectively. These relationships were incorporated in Eqs. 1 and 2 to estimate potassium concentration in the soil solution using the model proposed by Rhoads et al. (1976) for Sc, Eq. 3, and the model proposed by Munoz-Carpena et al. (2005) for Sf, Eq. 4:

[K.sub.Aa] = [[CEa - 0.0919/1.359 x [[theta].sup.2] + 0.0511 x [theta] x 1/0.1818].sup.1/0.6615] [R.sup.2] = 0.93 (i)

[K.sub.Af] = [CEa - 0275 57 x [[theta].sup.2]/1.1764 [[theta].sup.2] + 0.332 x [theta] - 0.3265] x 1/0.0267 [R.sup.2] = 0.86 (2)

Models developed by Rhoades et al. (1976) and Munoz-Carpena et al. (2005) were used to estimate the electrical conductivity of the soil solution (CEw). These models were fitted by minimizing the sum of square error between CEw measured with an electrical conductivity meter (Digimed DM-32) and estimated with TDR (probe characteristics: three rods, 0.1 m long, 0.03 m rod diameter, 0.017 m spaced root length sensors), in a sandy-clay (Sc) and loamy-sand (Sf). The fitted equations for these two soils are shown in Eqs. 3 and 4, respectively:

[CE.sub.w] = [CEa - 0.0919/1.359 x [[theta].sup.2] + 0.0511 x [theta]] [R.sup.2] = 0.98 (3)

[CE.sub.w] = [CEa - 0.3513 x [[theta].sup.2]/1.231 x [[theta].sup.2] + 0.259 x [theta]] [R.sup.2] = 0.96 (4)


[CE.sub.a]--apparent soil electrical conductivity, dS [m.sup.-1]; and,

[theta]--soil moisture content, [m.sup.3] [m.sup.-3].

These equations were for disturbed soil, sieved and packed into 0.19-m-diameter, 0.20-m-high PVC columns.

Potassium concentrations from these equations were compared to corresponding potassium concentrations measured by flame photometry. A requirement for applying the central limit theorem to the errors fluctuation involved in the calibration process, or generated by dielectric losses inherent to the system, is that the absolute error values (mg [L.sup.-1]) conform to a normal probability distribution (Vuolo, 1996). The mean and standard deviation of the absolute differences between the two measures of potassium concentration for each soil were used in the Method of Monte-Carlo (MMC) as shown in Eq. 5, to generate 50000 realizations of the absolute error in potassium determination ([K.sub.error]) by the TDR technique. A similar procedure was applied by Huisman et al. (2008) for measuring the uncertainty of bulk electrical conductivity using TDR 100.

[K.sup.+.sub.error] = [[sigma].sub.d]/[square root of (n/12)] x [n.summation over (i=1)][r.sub.i] + ([mu] - n/2 x [[sigma].sub.d]/[square root of (n/12)]) (5)


[r.sub.i]--probability of the "i" order;

n--number of probabilities employed by the simulation (n = 12);

[mu]--sample mean; and,

[[sigma].sub.d]--standard deviation.

These realizations were used in the normal cumulative probability function to calculate the probabilistic error, Eq. 6:



[[sigma].sub.d]--standard deviation;

[mu]--sample mean;

y--continuous variable; and,

"[mu] [+ or -] 2[[sigma].sub.d]"--the limits of integration considered in this study.


Figure 2A illustrates the behavior of the absolute sample error (RE) associated with the estimate of potassium concentration by TDR versus the electrical conductivity of the soil solution. As implied by Santana et al. (2007), the greater the electrical conductivity of the soil solution, the greater the uncertainties associated with the estimate of TDR readings. Furthermore, it should be noted that there is symmetry between the increase in error by overestimation and underestimation for both soil materials: Loany Sand (Figure 2A), Eqs. 7 and 8; and Sandy-clay (Figure 2B), Eqs. 9 and 10.

[K.sup.+.sub.positive] = 2.402C[E.sub.w] + 3.019 [R.sup.2] = 0.145 (7)

[K.sup.+.sub.negative] = -4.890C[E.sub.w] - 0.213 [R.sup.2] = 0.346 (8)

--Sandy-clay soil

[K.sup.+.sup.positive] = 1.790C[E.sub.w] + 1.904 [R.sup.2] = 0.128 (9)

[K.sup.+.sub.negative] = -5.873C[E.sub.w] + 3.805 [R.sup.2] = 0.646 (10)

This behavior might be due to the TDR probes used, which performed quite well only in estimating soil electrical conductivity up to 3.04 dS [m.sup.-1] (Silva et al., 2005).


Although the same concentrations of KCl were applied to both soils, the amplitude of errors for the clay soil was lower than that for the sandy soil; this may be due to the fact that at higher concentration of clay particles, ions migrate from the soil solution to the particles micelle, thereby decreasing the electrical conductivity of the soil solution (Santana et al., 2007; Oliveira et al., 2011).

The existing correlation between error amplitude and ECw could also be explained by the variation of electrical impedance in the TDR system (probe and cable, 50 [OMEGA]) generated during signal attenuation, as shown by Huisman et al. (2008). According to Paulter (2001), the propagation error generated during signal attenuation can influence both the reflectance coefficient signal used for ECw estimation (Giese & Tiemenn, 1975) and the impedance characteristic of the TDR system, thereby affecting TDR accuracy (Castiglione & Shouse, 2003; Bechtold et al., 2010).

The sample values of the errors for both soils were adjusted to normal probability distribution at the 1% level of significance through the Komolgorov-Smirnov statistical test and p-value above 20%, thus confirming the good adhesion to the theoretical distribution. Figures 3 and 4 show the residual errors from fitting the models to the measured potassium concentration for Sf and Sc, respectively, versus electrical conductivity of the soil solution.



It can be seen, for Sf soil, that the average value was 0.23 mg [L.sup.-1], and the upper and lower limits for the 95.45% confidence interval were 26.31 and -26.31 mg [L.sup.-1], respectively (Figure 3). For Sc, the average value was 0.26 mg [L.sup.-1], and the upper and lower limits for the 95.44% confidence interval were 17.13 and -17.13 mg [L.sup.-1], respectively (Figure 4).

Based on the work of Arsoy et al. (2013), who studied TDR estimation of soil water content, the residues error in soil water content is related to dry bulk density; in soils with low dry density (less than 1.6 kg [dm.sup.-3]), TDR readings show higher dispersion in residues error, consistent with the pattern in Figure 3. On other hand, in soils with high dry density (more than 1.6 kg [dm.sup.-3]), TDR reading shows lower dispersion in residues values, similar to what is shown in Figure 4 for the clay soil.

Soil density variation is the major source of error, as it can create a measurement error in soil water content of as much as 0.030 [m.sup.3] [m.sup.-3] (Arsoy et al., 2013). The shape of soil particles can also be a secondary source of error (Jones et al., 2002). The discrepancy presented in that study indicates that the error could be propagated in potassium ion concentrations estimated by Eqs. 1 and 2; as it can also be seen in Figures 3 and 4.

In order to contribute to practical applications, it is proposed to reduce the uncertainties associated with TDR estimation of ionic concentrations (two-step analysis) by reducing the evaluation interval, taking into account the point at which there is a sudden change in the rate of increase of standard uncertainty (standard deviation) with respect to soil electrical conductivity. A significant change in the slope of the deviation's lines is observed for both soils (Figure 5A; 5B), which may lead to a new classification of upper and lower limits for numerical error amplitude, as well as for standard deviation increases, based on the intervals of analysis.

Consequently, there was improved adherence of the sample values to the theoretical distribution, when the integration limits were -18.85 to 18.85 mg [L.sup.-1] for Sf, a 28.3% reduction in the amplitude of the integration limits (Figure 5A).

The average absolute error was 0.5 mg [L.sup.-1], with probability of 95.42% for the occurrence of errors by the use of TDR technique, as shown in Figure 6A.

For Sc, an approximate 27% reduction in the limits, to -12.50 to 12.50 mg [L.sup.-1], resulted in a mean value of 1.2 mg [L.sup.-1] with a probability occurrence of 95.06% shown in Figure 6B. It can be seen that the error amplitude obtained in this study considered all possible sources of unknown error propagation associated with the functions of potassium estimation (Eqs. 1 and 2), such as the moisture error described by Arsoy et al. (2013) and Cataldo et al. (2009).



In general, it should be noted that the preliminary good agreement in Eqs. 1 and 2 does not provide sufficient information for the calibration process. Incorporating the metrological perspective would enhance the suitability of using TDR probes to monitor ions in soil solution for sustainable agricultural applications. In fact, the magnitude of error of a single TDR reading can be overly large, compromising the effectiveness of the technique. However, it can be inferred from our results that the mean of repeated values has near-zero value error, and should be used to avoid fluctuating results and random error.

This supports the assumption of Bechtold et al. (2010), who studied impedance in TDR 100 application (cable, probe and unknown losses), that using a Waveavg (number of waveform averages pulse) value of at least 16 obtained accurate electrical conductivity measurements.

Based on these results, TDR could be used in field applications due to its versatility and capability of providing real-time continuous moisture and potassium measurements, thereby helping to characterize ion movement in the soil solution (Bourbia et al., 2013; Merdum, 2014). Additionally, the technique can be used to characterize potassium movement in both saline and non-saline soils. The approach outlined herein is a suitable preliminary strategy for the evaluation of the TDR calibration procedure. It results in extremely robust estimates of potassium concentration, based on information gathered on the errors involving in the monitoring processes.


1. Random and systematic errors could lead to unreliable estimates of potassium concentration based on single TDR readings. However, the mean of repeated readings represents a near unbiased estimate of potassium concentration.

2. Potassium concentration in the soil solution can be determined with a 95% degree of confidence under laboratory conditions by a single reading, with a maximum error of [+ or -] 18.85 mg [L.sup.-1] for soil electrical conductivity in the range of 0 to 3 dS [m.sup.-1] in loamy sand soil (Sf).

3. The accuracy of TDR for estimated potassium concentration was a maximum error of [+ or -] 12.5 mg [L.sup.-1] for soil electrical conductivity in the range of 0 to 2.5 dS [m.sup.-1] in sand-clay soil (Sc).


Received 036-2015-4 Feb, 2015 * Approved 4 Feb, 2016 * Published 3 Mar, 2016


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Isaac de M. Ponciano (1), Jarbas H. de Miranda (1), Richard A. Cooke (2), Vanessa de F. Grah (3) & Alisson J. P. da Silva (4)

(1) Universidade de Sao Paulo/Escola de Agricultura "Luiz de Queiroz"/Departamento de Engenharia de Biosistemas. Piracicaba, SP E-mail: (Corresponding author);

(2) University of Illinois/Department of Agricultural and Biological Engineering. Urbana-Champaign, Illinois, EUA. E- mail:

(3) Instituto Federal de Educacao, Ciencia e Tecnologia Goiano. Ipora, GO. E-mail:

(4) Instituto Federal de Educacao, Ciencia e Tecnologia Baiano. Senhor do Bonfim, BA. E-mail:
Table 1. Physical characteristics of the studied soils

Textural class       Proportion          Density
                   (g [kg.sup.-1])    (kg [dm.sup.-3])

                 Sand   Silt   Clay   Bulk   Particle

Sandy            866     84     50    1.67     2.40
Clay-Sandy       497    107    396    1.38     2.32
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Title Annotation:texto en ingles
Author:Ponciano, Isaac de M.; de Miranda, Jarbas H.; Cooke, Richard A.; Grah, Vanesa de F.; da Silva, Aliss
Publication:Revista Brasileira de Engenharia Agricola e Ambiental
Date:Apr 1, 2016
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