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Spatial Modeling of Soil Lime Requirements with Uncertainty Assessment Using Geostatistical Sequential Indicator Simulation

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*SLR*) considering punctual samples of Cation Exchange Capacity (

*CEC*) and Base Saturation (

*BS*) soil properties. Geostatistical Sequential Indicator Simulation is used to draw realizations from the joint uncertainty distributions of the

*CEC*and the

*BS*input variables. The joint distributions are accomplished applying the Principal Component Analyses (

*PCA*) approach. The Monte Carlo method for handling error propagations is used to obtain realization values of the

*SLR*model which are considered to compute and store statistics from the output uncertainty model. From these statistics, it is obtained predictions and uncertainty maps that represent the spatial variation of the output variable and the propagated uncertainty respectively. Therefore, the prediction map of the output model is qualified with uncertainty information that should be used on decision making activities related to the planning and management of environmental phenomena. The proposed methodology for

*SLR*modelling presented in this article is illustrated using

*CEC*and

*BS*input sample sets obtained in a farm located in Ponta Grossa city, Paraná state, Brazil.

KEYWORDS

1. Introduction

Soil acidity is one of the factors that limits crop yields in various places of the world. Brazilian soils are mostly acids, mainly for the tropical Savanna regions, known in Brazil as Cerrado. Such soils are characterized by low concentrations of calcium and magnesium, elements directly involved in the development of the plant [1] .

The appropriate correction of soil acidity, or liming, is considered an effective practice for the use of soil nutrients by plants [2] , which promoting increased soil fertility and hence productivity. For this purpose, the limestone is an agricultural input with efficient response to correct soil acidity. It is relatively cheap in Brazil and it is of simple application. The literature shows a limestone relation to the increase in production, involving the raising of productivity of grain crops, mainly soybeans, wheat and corn, with proper fertilization, or replacement of nutrients in the soil [3] [4] [5] [6] .

However, any application of high or insufficient doses of inputs in the soil will reflect in plant nutrition so that, if not corrected by cover fertilizations, will increase or decrease the productivity. Therefore, the recommendation of the amount of limestone, like any other fertilizer, must comply with a soil analysis, which should avoid unnecessary applications that would lead to super liming. According to some authors [7] [8] , super liming would be as damaging as high acidity and it would be difficult to correct.

To obtain higher yields and to apply inputs in the soil with no waste, there is a tendency to use methods of input estimates based on spatial variability of soil properties. These estimates lead to application of inputs, by variable rates in the geographic space, with the purpose of optimizing profit, productivity and environmental sustainability. These practices, known as Precision Agriculture (PA), implement the process of agricultural automation, dosing fertilizers and pesticides for the soil of a geographical area of interest. This set of agriculture tools involves the use of Geodesic Positioning Systems (GPS), Geographic Information Systems (GIS) with integrated statistics methods, and instruments with sensors for measurement or detection of parameters on targets of interest in the agro- ecosystem (soil, plant, insects and diseases).

Several authors have adopted the geostatistical procedures in PA to estimate and evaluate the spatial variability of soil properties [9] [10] [11] [12] [13] . Specifically, indicator geostatistical procedures have been widely used because they are non-parametric methods, i.e., they do not require the definition of a priori probability model [14] [15] [16] . In addition, predictions maps (mean, median or mode value), and uncertainty maps (based on deviation values or probability of default quantiles) are extracted by inference and simulation methods. So, the predictions are accompanied with their respective uncertainties, which are also spatially distributed in the study area. Take into account the uncertainty information during the modeling process is important, because it allows to qualify the result of the used model, which should be considering for planning and decision making related to the investigated properties [17] [18] [19] .

In this context, this work applies and analyses indicator geostatistical procedures for spatial modelling of Soil Lime Requirements (SLR), derived from a model proposed by [20] . The SLR model is based on the relationship between Cation Exchange Capacity (CEC) and Base Saturation (BS) properties. These soil chemical properties affect soil acidity, and subsequently soil fertility and yield. So, the idea of the SLR modelling is to show the soil regions that need correction, raising the saturation of the bases to a value that provides maximum economic efficiency of the limestone application.

This work is organized in 6 sections. Besides the Section 1, presenting the introduction, the Section 2 addresses the main necessary theoretical concepts. Section 3 synthesizes the proposed methodology. The Section 4 explores a case study of SLR modeling with real data. Section 5 presents the results, followed of analyses and discussions. Finally, the Section 6 reports important conclusions with suggestions for future works involving research aspects of this work.

2. Concepts

2.1. The Spatial SLR Model

Liming depends on the decision to apply or not the limestone and the definition of its quantities, if it is required. This is done through some formulated mathematically methods and they are related to the soil characteristics of each geographic region.

Among the several methods for liming recommendation, the base saturation method, presented by [20] was defined as the most suitable for the study region. It is based on the relationship between BS and CEC. The model parameters are considered for the soil, soil amendment and the crop. The method consists in raising the saturation of the bases to a value that provides maximum economic efficiency of the of limestone application.

The neutralizing power, the granulometry and reactivity of the limestone are important factors for the correct choice of it. The neutralizing power is determined by comparison with the power of neutralization of pure calcium carbonate (CaCO_{3}), with the maximum value equal 100. For this reason, it is called the Relative Power of Total Neutralization (RPTN) or calcium carbonate equivalent, and the knowledge of this parameter is relevant to determine the SLR. The model to determine SLR, in tons/hectare (t/ha), according to recommendations about soils presented in [6] is expressed as:

(1)

where: u is a vector of the geographic coordinates where the input variables are sampled inside of the study area; BS_{1}(u) is the base saturation value of the original soil, given in percentage, before correction. They are sampled directly from the ground, analyzed in the laboratory and should be elevated to the level considered suitable for the crop and soil studied; BS_{2} is the base saturation value that you want to achieve; there is a default value for each crop; CEC(u) is the sum of the bases with the values of potential acidity; RPTN: is the Relative Power of the Total Neutralization in relation to the limestone adopted and it is, generally, less than 100 (the total neutralization).

According to [21] the BS_{2} is variable for each State or region and, as defined before, at Parana State this value is 70% and RPTN is the Relative Power of the Total Neutralization in relation to the limestone adopted and it is, generally, less than 100%, that is the total neutralization; The limestone that has been used at the study farm presents a RPTN equivalent to 85%. So, the model to calculate Limestone Requirement is:

(2)

The spatial modeling applied to the investigation of a phenomenon of interest requires mathematical models that work on estimate values of the input variables and their uncertainties. The output estimates only depend on the input variables while the output uncertainties are propagated from the uncertainties of the input variables. The output uncertainties are used to qualify the spatial model output. Knowing the quality of the model results is important, especially when they are used in decision making activities associated to the planning and management of the investigated phenomena [22] .

When management planning requires local estimates and mathematical models are considered, the uncertainty propagated in the predictions might be evaluated. Knowing the quality of the model results is fundamental, especially when they are used in spatial decision making [22] , with GIS operations.

Some uncertainty propagation techniques were presented by [23] . The first order Taylor series and the Monte Carlo simulation can be stand out.

The Monte Carlo simulations were considered in this work. Let U(.) be the output of a GIS operation g(.) on m input attributes . The idea of the method is to compute the result on repeatedly, with input values a_{i} that are randomly sampled from their joint distribution.

Application of the Monte Carlo method to uncertainty propagation with non-point operations requires the simultaneous generation of realizations from A_{i}(.). This implies that spatial correlation will have to be accounted for. The technique adopted in this paper for stochastic spatial simulation, was the joint sequential Indicator simulation algorithm [14] with principal component analysis, as presented in the next item.

The idea of the Taylor series method is to approximate g(.) by a truncated Taylor series centred at [23] .

The first order Taylor series of g(.) around is given by:

(3)

where is the first derivative of g(.) with respect to its i-th argument. The variance is given as:

(4)

where: σ_{i} and σ_{j} are the standard deviation of the i and j variables respectively and ρ_{ij} is the correlation between them.

As the SLR model considers only two variables, the Equation (4) will be as bellow:

(5)

i represents the variable BS and j represents the variable CEC.

And when Equation (5) is applied on the model as,

(6)

the derivatives are as bellow:

and (7)

2.2. Principal Component Transformation

Many spatial models that make use of the several input variables required the determination of joint probability distributions of these variables for generation of the new information and for uncertainty evaluation, that usually are built via simulation methods.

When the input variables are correlated, their distributions should not be simulated independently. The direct approach is to use a joint simulation of the dependent variables, but it requires the inference and modeling of direct and cross covariance matrices that are computational costly to determine [14] .

An alternative mode is first to decorrelate the input variables using Principal Component Analysis-PCA [24] [25] and, after apply the geostatistical simulation procedure. So, the M interdependent input variables, denoted by , , are transformed in M independent variables, denoted by, as follows:

(8)

where is the transformation function of the PCA.

To recover the interdependent variables applies the inverse transform function, as follows:

(9)

where is the inverse transformation of the PCA.

2.3. Indicator Geostatistical Approach

The indicator geostatistical approach for continuous variables, for example for the variables, allows to estimate a set of values at non sampled location, that represent a discretized approximation of the conditional cumulative distribution function (ccdf) [15] [26] .

Initially the variables are transformed into indicator variables, considering cutoffs values, cutoffs. These transformations are defined by the relation:

(10)

The transformation expressed in Equation (8) is equivalent to associate probability 1 (100%) for values which are smaller than or equal to the cutoff and 0 otherwise. So, for each cutoff value indicator fields are generated, with 0 and 1 values, of the indicator variable.

Next, empirical indicator semivariograms are determined for each one of the indicator fields to estimated their spatial correlation structures:

(11)

where and are values of the indicator variable separated by the distance vector h, and N(h) is the number of the pairs points that are separated by the distance vector h.

The indicator fields associated with their respective cutoff values and theoretical semivariograms are used by Indicator Kriging (IK) and Conditional Sequential Indicator Simulation (SIS) procedures for estimating probabilities values at non-sampled location
~~ ~~

2.4. Conditional Sequential Indicator Simulation

A stochastic simulation is a process of drawing equally likely realizations of values that are obtained from the probability distribution of a Random Variable (RV).

Consider the M independent factors Y_{M}(u). Then, a set of the realizations equally likely are generated by geostatistical simulation, denoted by, where L is the simulation number; = 1, ×××, gridsize (nlines x ncolumns), are locations regularly distributed in the geographic space, determining a regular grid representation structure. For example, to the Y_{2}(u) independent variable, , where; is the l-th simulated value at; and the set represent the l-th random field generated by simulation of the Y_{2}(u). In that case, the SIS procedures makes use of the ccdf, conditioned to the n nearest of RV Y_{2}(u) and also to the pre-simulated values, inside the neighborhood, to get values.

The SIS procedure has the following steps [15] :

1) Sets up randomly one location. Then simulates a value of the from the univariate ccdf of, , conditioned to the n nearest sample data Y_{2}(u);

2) Once simulated, becomes a conditioning data for subsequent simulation steps. The conditioning data is updated to ;

3) Sets up randomly another location. Simulated a new value of the from the univariate ccdf of, , conditioned to the information set (n + 1);

4) Update the information set (n + 1) to a new information set ;

5) Repeat the two previous steps until all the locations of the spatial grid have been simulated. At this time was produced a random field of the Y_{2}(u);

6) Repeat all steps for generating new random fields of the Y_{2}(u). Stop when you reach the desired number of simulations.

3. Methodology

The proposed methodology for SLR modelling is illustrated in the Figure 1, using BS(u) and CEC(u) input sample sets obtained in a farm located in Ponta Grossa city of Paraná State, Brazil. The variables BS(u) and CEC(u), hereafter

Figure 1. Methodological sequence applied to CEC(u) and BS(u) soil attributes to model SLR.

are named in this Section as Z_{1}(u) and Z_{2}(u), respectively.

Initially, the input variables Z_{1}(u) and Z_{2}(u) are decorrelated via PCA transformation in order to get two uncorrelated sample sets named Y_{1}(u) and Y_{2}(u) variables. Following, Y_{1}(u) and Y_{2}(u) are independently spatialized applying SIS procedure. The result is a set of the realizations equally likely, and. Since the simulation values were obtained from the independent variables distributions [Y_{1}(u) and Y_{2}(u)], it is necessary to apply to them PCA^{−1}, the inverse transformation of PCA, in order to obtain a set of dependent realizations, and. From theses realizations, prediction and uncertainty maps can be generated. These maps are intermediate results that help the analyst to better understand the spatial distribution of the variables involved in the SLR model and their respective uncertainties. So, the simulated fields and are selected randomly several times, via Monte Carlo method and after applied in the spatial SLR model. From the resulting SLR fields, prediction and uncertainty maps are generated. These maps represent the spatial variation of the output variable and the propagated uncertainty, respectively. Therefore, the prediction map generated by spatial SRL model is qualified with uncertainty information

Given a spatial region of interest, the methodology applied has the following steps:

1) In a set of spatial correlated sample points of the CEC and BS soil attributes, hereafter named in this text Z_{1} and Z_{2} variables, apply the PCA transformation in order to get two uncorrelated variables Y_{1} and Y_{2};

2) Apply the indicator sequential simulation on the Y_{1} and Y_{2} variables in order to get independent grids representing fields of draw values of these variables;

3) The draw values of Y_{1} and Y_{2} are back transformed using a PCA^{−1} approach resulting on a set of dependent grids representing fields of draw values of the Z_{1} and Z_{2} variables;

4) Extract statistic properties of the CEC and BS draw values: prediction maps of mean or median values, for example, and uncertainty maps based in confidence interval of standard deviations or quantiles. This is important to observe the individual spatial distribution of the estimated and uncertainty values of the input variables;

5) Obtain draw values, randomly chosen, from the SLR model applied to the dependent draw values of the Z_{1} and Z_{2} variables;

6) Extract statistic properties of the SLR draw values: prediction maps of mean or median values, for example, and uncertainty maps based in confidence interval of standard deviations or quantiles.

In this article the final resulting maps of predictions and uncertainties are analyzed and. Figure 1 illustrates the applied methodology.

4. A Case Study

4.1. The Study Area and Input Data

The study region, Figueira farm, is located in the city of Carambeí, PR, Brazil, and comprises an area of 392 ha. The farm has been adopted a precision agriculture system and the main cultures are soy, wheat and corn. In order to illustrate the methodology of this work, it was used as information a set of points of soil chemical properties (BS and CEC). These data were sampled at field by a Brazilian company that works with precision agriculture [28] . The geographical positioning of the samples was gathered by Global Positioning System, GPS, which ensures accurate georeferencing, as shown in the Figure 2.

5. Results and Discussion

The results presented below were obtained from simulated fields of input variables of CEC and BS. These fields were produced using specific functions from geostatistical software called GSLIB [14] . As mentioned before the soil attributes, CEC and BS are interdependent and the correct spatial modeling requires the joint simulation of these variables.

In this study an alternative to joint simulation was implemented, and it was possible to simulate separately a set of independent factors from which the original variables can be reconstituted [14] [15] . The factors were obtained from Principal Component Analysis and the interdependence was guaranteed by the common inverse transform. The indicator simulation was performed over the

Figure 2. Study area Figueira farm in Paraná state.

independent sample set and simulated fields were generated. These independent simulated fields were back transformed into simulated values/fields for the original variables and they represent their stochastic uncertainty models.

In this case study, for each input variable, the number of realizations was fixed to 400 and they were represented in regular grid structures with 200 lines by 200 columns. That number of runs is considered sufficiently large to reach high accuracies. From those simulated values it could be generated the prediction and uncertainties maps. Thus, the mean estimates map was calculated by arithmetic average of the simulated values at each spatial position. Similarly, an uncertainty map was based on calculating the standard deviation of those same simulated values.

The resulting data were organized in a geographic database using the GIS SPRING [29] . This GIS enabled the visualization of spatial input information and the results of the spatial model explored.

Figure 3 shows the predicted values, grid of mean values, obtained from the uncertainty models of CEC and BS soil properties. From these maps that represent the outline of the study area, it can be observed the spatial distribution of each attribute, along with their minimum and maximum values.

Figure 4 depicts the uncertainty maps with confidence intervals based on standard deviation values of the uncertainty models of CEC and BS soil properties.

The maps of the Figure 4 indicate that the highest uncertainties, red areas, appear in regions where higher local variations of the predicted values occur. This is an expected result since the uncertainties of the indicator simulation approach are proportional to the local density of the samples and to their local value variations. These maps represent the spatial distribution of the uncertainties where one can get, for instance, the general idea of the areas with the most

Figure 3. Map of predicted mean values from simulated fields of (a) CEC and (b) BS.

Figure 4. Map of uncertainty values, based on standard deviation confidence intervals, from simulated fields of (a) CEC and (b) BS soil properties.

reliable estimates. These uncertainty values are propagated to the resulting uncertainty maps of any spatial modelling that integrate these variables.

6. Modeling Results and Uncertainty Propagation

In the Figueira Farm the correction of soil acidity was modeled by estimating soil lime requirement, as a function of the CEC and BS that are the input variables of the model, SLR, presented in Equation (2). Those variables were simulated previously (Figure 3) and their uncertainty values (Figure 4) will propagate through these model, leading to uncertain response values of the SLR. Figure 5 presents the predicted and uncertain maps resulting of the SLR spatial modelling. These maps were generated from the application of the Monte Carlo approach on the back transformed fields, or the correlated simulated fields, of the CEC and BS variables. In this procedure 400 fields were generated from the final model obtained by applying Equation (2) in the simulated values of the input variables, randomly drawn. The simulated values from those fields, at each spatial location, were used to generate the maps presented in the Figure 5(a), mean of SLR and Figure 5(b) standard deviation of the SLR.

In the Figure 5(a) the map of means presents the spatial distribution of the mean values estimated of the SLR. That map shows that regions with high SLR values, in red, are those in which the CEC values are higher and BS is lower. The map of standard deviation, Figure 5(b), shows the spatial distribution of the uncertainty values propagated to final modeling result. As expected, at this uncertainty map are observed high uncertainty areas in red, where there is a greater spatial variability in the values inferred by the model.

Figure 5. SLR results of (a) predicted mean (b) uncertainty values from joint simulation process.

7. Discussion

Figure 6(a) presents uncertainty map resulting from the SLR spatial modelling regarding to correlation between the variables CEC and BS to perform the joint simulation, and Figure 6(b) shows the uncertainty map considering independence between them. The maps are plotted in a same color scale (0 to 6.44) in order to be compared. Comparing the uncertainty maps of Figure 6, it can be observed that the uncertainty gets smaller for the SLR results when the correlation between the input variables is considered. In this case this correlation is positive and the final propagated result of the SLR model agrees with the concepts explained in the Section 2.5.

When the Taylor expression (Equation (6)) is applied on the model SLR (Equation (2)), replacing the first derivatives as presented in Equation (7), it is possible to evaluate that as higher correlation between the input variables as lower the uncertainty propagation in the final results. So this information can be associated with the results analysis.

Although most users are aware with uncertainty in GIS operations, they have not paid attention to the problem of correlated variables in spatial modelling. To emphasize this important issue we have considered three different correlations levels, including the measured, to apply the Taylor series: one of them is higher than the original measured correlation ρ = 0.8; the true correlation of the data, ρ = 0.51 and a lower correlation ρ = 0.2. The results, presented in the Figure 7, show that the propagated uncertainty decreased when the correlation increased.

The uncertainty maps are used to qualify the inferences. So, in decision-making processes, it can be considered just uncertainties values above or below of a settled threshold, giving priority to areas that are best suited to the problem that is

Figure 6. Uncertainty maps: (a) Joint simulation; (b) Independence between CEC and BS.

Figure 7. Uncertainty maps with Taylor series: (a) Correlation 0.8; (b) Correlation 0.5; and (c) Correlation 0.2.

being addressed. In this work, which is modeling the need for limestone, the decision maker can evaluate the available resources and define important thresholds, upper and lower, for the implementation of necessary agricultural inputs. It is important to consider that the excess of limestone can be as or more harmful than the lack of it for a particular crop. So, incorporate uncertainty maps to a precision farming system adds quality to the agricultural planning that requires information with spatial representation.

8. Conclusions

In order to make good decisions in precision agriculture, considering a field with acid soil, as this study case, the determination of the best liming practice depends on the uncertainty analysis. Spatial modelling as presented in this paper has to consider the level of uncertainty about the input parameters of the model, soil properties, and their propagation. Specifically, when those parameters are correlated their distributions cannot be sampled independently. So, this study was concerned about it and replaces the joint distribution to the principal component analysis.

In this work, we used the geostatistical simulation procedure for nomination to represent soil properties that are correlated. Applied an approach based on the analysis of principal components to obtain the achievements, with dependencies, these simulations. These achievements have been integrated via Monte Carlo method to obtain limestone need values according to a predefined spatial model.

The methodology for modeling the liming requirements was proved easy to implement and the results showed consistency with the spatial model and its input variables. In this modeling were obtained, besides the prediction maps, maps the uncertainties of the input variables and the final model that reflects the propagated uncertainty. He showed up at work, the propagated uncertainty is overrated if you do not consider different correlations of zero between model input variables. It is able to highlight areas with higher lime requirements and it is possible to identify areas with higher uncertainties in relation to the predictions. With those results the decision maker can, for instance, choose the first areas candidate for liming if there are financial problems. To reduce uncertainties is a very important point to policy makers who, many times, have to decide and to assess the consequences of different decisions, even decide for no action if the uncertainties are big.

Acknowledgements

The authors would like to thank FAPESP the São Paulo Research Foundation for the support obtained, via process number 2015/24676-9, to develop the researches that allows the realization of this article.

Conflicts of Interest

The authors declare no conflicts of interest.

Cite this paper

*Open Journal of Soil Science*,

**7**, 133-148. doi: 10.4236/ojss.2017.77011.

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