FUZZY MODELING IN ORANGE PRODUCTION UNDER DIFFERENT DOSES OF SEWAGE SLUDGE AND WASTEWATER

ABSTRACT

The present work aimed to develop mathematical fuzzy models to evaluate the effects of different doses of sewage sludge and irrigation with wastewater and potable water. Such models were elaborated from an experiment carried out at the Faculty of Agronomic Sciences, in the Department of Soil and Environmental Resources, from the Sao Paulo State University, in Brazil. The experiment was carried out in a randomized block design, in a 6 × 2 factorial scheme, with 6 doses of sewage sludge (0, 25, 50, 75, 100 and 125 of the recommended dose of N), and in the presence and absence of wastewater. In the development of the fuzzy model, the Mamdani method was used for the defuzzification. As input variables, the doses of sewage sludge and the types of water were used. For the output variables, it was sought to evaluate the biometric and developmental components of the culture. It can be inferred that the model developed presented a good fit when compared to the regression model, and that the use of sewage sludge may prove to be a potential future replacement of mineral nitrogen.

KEYWORDS
Fuzzy logic; organic matter; biosolid; reuse water; Mamdani method

INTRODUCTION

Population growth in the last decades has been causing basic sanitation problems (Herrera, 2019), which can be observed in the declining quality of river water, a result of the lack of sewage treatment. Oftentimes, wastewater is dumped into rivers without any treatment (Kibena et al., 2014; Donoso & Rios-Touma, 2020).

Many rivers are used as receiving bodies of wastewater from urban centers. However, farming areas close to these centers have used such contaminated water to irrigate crops (Brion et al., 2015; Miller-Robbie et al., 2017).

Several researchers have been investigating the effects of residuary water on different crops since there are research gaps to be studied. Some studies have assessed the behavior of wastewater in the soil and crops, such as in Bedbabis et al., (2014, 2015) and Ma et al., (2015). There are also studies assessing the behavior of sewage sludge, such as those of Latare et al., (2014), Shaheen et al., (2014), Song et al., (2014), Waqas et al., (2014), Bourioug et al., (2015), and Yuan et al., (2016).

Such research gaps on this subject can be associated mainly with the origins of sewage sludge and wastewater, as they can be organic or contain high levels of heavy metals (Costa et al., 2009; Passos Rangel et al., 2006).

The real effect of wastewater and sewage sludge can be assessed using statistical models. The present study seeks to prove the feasibility of using mathematical models based on fuzzy logic. These models enable generalizing results and making specific analyses of non-tested intervals (Blanco-Fernández et al., 2014; Ross, 2010; Coppi et al., 2006).

Fuzzy logic-based models have been used to analyze the effects of global warming on orchids (Putti et al., 2014; 2017a, 2017b), cotton crop management practices (Papageorgiou et al., 2009), herbicide spraying (Yang et al., 2003), sewage sludge and wastewater quality (Kalavrouziotis et al., 2016), evapotranspiration (Patel et al., 2014), and effect of water deficit and saline stress on tomato crops (2019a, 2019b)

The objective of this study was to develop a fuzzy model to evaluate the productivity of citrus orchards under different doses of sewage sludge and wastewater irrigated.

MATERIAL AND METHODS

Description of the experiment

The study was carried out at the Department of Soil and Environmental Resources, Faculty of Agricultural Sciences of the São Paulo State University (FCA/ UNESP), Campus of Botucatu, São Paulo State, Brazil. The soil used in the experiment is classified as dystrophic Red Latosol (Oxisol) by the Brazilian Agricultural Research Corporation (EMBRAPA, 2006).

The cultivar of sweet orange ‘Valencia’ was used in the experiment. The cultivar Swingle of citrumelo was used as rootstock, as it is highly commercialized and resistant to pests and diseases.

The experiment performed in 500-L containers filled with soil. These were spaced 5 m within rows and 4 m between rows. Treatments consisted of six sewage sludge doses (equivalent to 0, 25, 50, 75, 100, and 125% of the recommended nitrogen dose) and two water sources for irrigation (potable and wastewater). The experiment was carried out in a 6 × 2 factorial scheme, with 6 repetitions. Nitrogen dose was supplemented to 100% by mineral N application, and complementary N topdressing was performed.

The amount of N available in composted sewage sludge was calculated according to the Resolution of the National Environment Council n° 375/2006 (BRASIL, 2006), which establishes a mineralization rate for composted sewage sludge at 10%. However, we considered a mineralization rate of 30% since 10% is specific for temperate soils, which have different conditions compared to tropical soils (Andrade et al., 2010). The amount of composite sewage sludge to be applied was estimated based on the following information: 1) a sludge moisture content of 30%, 2) crop N demand of 300 g per plant (Quaggio et al., 1996), and 3) 100 kg sewage sludge has, on a dry basis, 1.07 kg N. Since 30% of N in sludge is mineralized, the doses (on a dry base) were about 0, 24, 48, 72, 96, and 120 kg per plant, which correspond to 0, 25, 50, 75, 100, and 125% of the N recommendation for citrus, respectively. These recommended doses were divided into two applications, with an interval of 90 days (August and November).

The irrigation was carried out daily, in order to replace the loss by evapotranspiration of the crop, which was measured using the class A tank. And it was determined using [eq. (1)]:

(1) $$L_{ap}=\frac{EC.Kp.Kc}{Ef}$$

Where:

L_ap - applied blade (%);

Ec - evaporation obtained by the Class A tank;

Kp - Class A tank coefficient;

Kc - crop coefficient,

Ef - system efficiency.

Irrigation efficiency was considered as 95% since we used a drip system and Kc was 0.65. The effects of treatments were analyzed using plant biometric parameters and production.

Method of elaboration of the fuzzy system

The mathematical fuzzy model proposed in this study sought to explain the agronomic traits of sweet orange plants irrigated with wastewater and sewage sludge doses.

According to Lanza (2014), management was performed using different doses of sewage sludge (0, 25, 50.75, 100, 125% of the recommended dose of N), and different types of water (potable and wastewater). And the characteristics of agronomic productivity to be used in this work were the biometric variables.

Considering a model of agronomic characteristics, we have f:ℝ²→ℝ¹², with y = f(x), where ℝ is the set of real numbers, where x = (x₁, x₂)) is defined by x₁ = sewage sludge doses (% of recommended N) and x₂ = type of water adopted for irrigation (Potable Water (0) or Wastewater (1)), with x₂ ∈ {0.1}, and y = (y₁, …., y₁₂), is defined by the averages of the values of the biometric characteristics, namely y₁ = Stem Diameter, y₂ = Crown Diameter, y₃ = Plant Height, y₄ = Canopy Volume, y₅ = Number of Fruits, y₆ = Total weight of 10 fruits, y₇ = Production, y₈ = Unitary Weight, y₉ = Weight of 10 Fruits, y₁₀ = Juice, y₁₁ = Weight Juice e y₁₂ = Peel Weight.

FIGURE 1 represents the proposed model in which the inputs and outputs are observed.

FIGURE 1
System based on fuzzy logic to evaluate the culture of oranges submitted to different doses of sewage sludge and types of water.

Developed Fuzzy Sets

Input variables

To define the input variables ‘Level of N%’ and ‘Water Type’, fuzzy sets were adopted, of the trapezoidal type, because according to Yen (2009), this is a set that presents variable remains. Trapezoidal membership functions are better adapted to the model's response.

For the water type variable, 2 sets were adopted: one for Wastewater (WW) and one for Potable Water (PW). In this way, it was possible to carry out the elaboration of TABLE 1 and FIGURE 2, below.

TABLE 1
Definitions of fuzzy sets with their respective functions of the input variable ‘Water’.

Fuzzy Set	Type	Boundaries
Wastewater	Triangular	[-0.5 0 0.5]
Potable Water	Triangular	[0.5 1 1.5]

FIGURE 2
Membership functions for the fuzzy sets of the input variable ‘Water Type’.

For the ‘Level of N%’ variation, 6 sets were adopted, based on the levels established in the conducted experiment. They are called L1, L2, L3, L4 and L5, referring to the levels of 0%, 25%, 50%, 75%, 100% and 125% of the Nitrogen dose, respectively. From the developed method, it was possible to develop

TABLE 2 and FIGURE 3, as follows.

TABLE 2
Definitions of the membership functions of the input variable ‘Level of N%’.

Fuzzy Set	Type	Delimiter
L1	Trapezoidal	[-1 0 22.72 11:36]
L2	Trapezoidal	[11:36 22.72 34.09 45.45]
L3	Trapezoidal	[34.09 45.45 56.81 68.18]
L4	Trapezoidal	[56.81 68.18 79.54 90.9]
L5	Trapezoidal	[79.54 90.9 102.27 113.63]
L6	Trapezoidal	[102.27 113.63 125 130]

FIGURE 3
Membership functions defined for the fuzzy sets of the input variable ‘Level of N%’.

FIGURE 4
Fuzzy sets membership functions for the output variables of the orange crop submitted to irrigation with potable water and wastewater, and at different levels of nitrogen doses. (a) stem diameter, (b) crown diameter, (c) crown volume, (d) production, (e) unit weight and (f) number of fruits.

Output variables

In order to determine the fuzzy sets, the trapezoidal membership functions were developed. For the generalization of the method, since each variable has an amplitude, the set of each variable was considered as 100%. Thus, the determination of the quartiles lower and upper limits was used to determine the coordinates (TABLE 3).

TABLE 3
Definitions of the membership functions of each output variable.

Fuzzy Set	Type	Delimiters
Very Low (VL)	Trapezoidal	[Lower limit - 1, lower limit, minimum, Q1]
Low (L)	Triangular	[minimum, Q1, Q2]
Media (M)	Triangular	[Q1, Q2, Q3]
High (H)	Triangular	[Q2, Q3, Max]
Very High (VH)	Trapezoidal	[Q3, Maximum, High Limit, High Limit + 1]

Rule Base

The elaborated rule base demonstrates how the fuzzy system models the results. Starting from the premise of the fuzzy rule, in which:

• –

  If ‘premise (antecedent)’, then ‘conclusion (consequent)’, it was possible to calculate the outputs of the model, from the combination of the factors established as inputs.

Such an expression is referred to as the form of the rule based on cause and consequence. The rule base of the fuzzy model proposed was developed with a methodology similar to that used by Cremasco et al. (2010), Gabriel Filho et al. (2011, 2015, 2016), Pereira et al. (2008), Putti et al. (2014, 2017a, 2017b), Viais Neto et al. (2019a, 2019b), Martínez (2020), Góes (2021) and Matulovic et al. (2021). In this way, after the construction of the fuzzy sets of output, the highest degrees of relevance of each median of treatments were calculated, thus associating the input variables with the output variables. From the input variables it was possible to create 12 pairs of rules (Water Type × Level of N%) and associated with the 7 output variables.

Inference and Defuzzification Method

In the fuzzy system, we used the inference method proposed by Mamdani and Assilian (1975) since antecedent and consequent are fuzzy propositions and, according to Ross (2010), it is the most common method found in the literature.

Defuzzification of the fuzzy model was carried out by the centroid method, which is the most used and generates the closest results to those observed by Yen & Langari (1999), Ross (2010), Lababidi & Baker (2006). Calculations can be made using [eq. (2)]:

(2) $$y=\hspace{0.17em}\frac{{{\displaystyle \sum }}_x{\mu }_a\left(x\right)x}{{{\displaystyle \sum }}_x{\mu }_a\left(x\right)}$$

Method of validation of the model

From the verification of the assumptions, it was possible to perform the multiple regression analysis. Thus, the water type and the sewage sludge dose were adopted as variables of the equation, generating the generic model described by [eq. (3)]:

(3) $$y=a_0+a_1.WT+a_2.DS+a_3.D{S}^2+a_{4\hspace{0.17em}}.DS³$$

with a_i ∈ ℝ,1≤ I ≤ 4,

Where:

y - biometric variables analyzed;

DS - dose of sewage sludge (% of N),

WT – adopted water type.

For the comparison of the results obtained by the developed fuzzy model with the observed field, the following tests were used:

1. Mean squared error:

   (4) $$EQM={\displaystyle \sum }_{i=1}^n\frac{\left(y_{observed}-y_{fuzzy}\right)²}{n}$$

2. Coefficient of determination R²:

   (5) $$R^2=1-\frac{{{\displaystyle \sum }}_{i=1}^n\left(y_{fuzzy}-y_{observed}\right)²}{{{\displaystyle \sum }}_{i=1}^n\left(y_{observed}-y_{fuzzy}\right)²}$$

3. Willmott Index (Willmott et al., 1985):

   (6) $$d\hspace{0.17em}=1-\left[\frac{{{\displaystyle \sum }}_{i=1}^n\left|y_{fuzzy}-y_{observed}\right|²}{{{\displaystyle \sum }}_{i=1}^n{\left(\left|y_{fuzzy}-\overline{y}\right|+\left|y_{observed}-\overline{y}\right|\right)}^2\hspace{0.17em}}\right]$$

Where:

y_observed - data obtained experimentally;

y_fuzzy - data estimated by the fuzzy model,

$\overline{y}$- average of the observed values.

It should be noted that the closer the value of R² is to 1, the better the model. For the analysis of the Willmott Index, the closer to 1 is the d, the greater the accuracy of the model.

RESULTS AND DISCUSSION

Theoretical Results

From TABLE 3, it was possible to determine the points of the membership functions of each fuzzy set. In the present model, 5 functions were adopted, denoted by VL, L, M, H and VH. It is important to note that, for the present model, only the variables that fit the polynomial regression model were considered.

After the elaboration of the membership functions of each fuzzy set of the output variables, it was possible to build the rule base. The procedure adopted, as described by Cremasco et al., (2010), verified the highest degree of relevance associated with the median of treatment. Thus, it was verified in which fuzzy set the answer was contained (TABLE 4).

TABLE 4
Rule base elaborated from the fuzzy system for the culture of oranges submitted to different doses of sewage sludge and types of water.

Input variables		Output variables
Water Type	Sludge doses	Stem diameter (mm)	Canopy diameter (m)	Plants height (m)	Canopy volume (m3)	Number of fruits	Fruits weight (g)	Yield	Fruits weight (g)	10 fruits weight (g)	Juice (ml)	Orange juice weight (g)	Orange peel weight (g)
WW	0%	MB	MB	MB	MB	MB	MB	B	B	B	M	M	MB
WW	25%	B	M	B	B	M	A	M	B	M	M	M	B
WW	50%	M	M	B	M	M	MB	B	A	A	A	M	M
WW	75%	A	MA	A	MA	A	M	A	M	M	M	M	M
WW	100%	A	M	M	A	MA	A	MB	B	B	M	MB	M
WW	125%	M	MB	MB	MB	MB	M	B	MA	MA	M	A	MA
PW	0%	B	A	A	M	MA	MA	MA	MB	MB	MB	B	MB
PW	25%	M	B	M	A	B	M	M	M	A	MA	MA	M
PW	50%	M	M	M	A	B	M	A	M	B	M	B	B
PW	75%	M	MA	M	A	B	B	M	M	A	M	M	A
PW	100%	M	B	M	M	M	B	M	MA	A	M	M	MA
PW	125%	MA	M	M	B	A	B	M	M	M	M	M	A

• Description: Wastewater (WW), potable water (PW).

Regression analysis was performed for all output variables, thus generating multiple polynomial models. In the present work, fuzzy models were created only for variables with significant regression analysis (p <0.05). The variables are shown in Table 5, bellow.

TABLE 5
Polynomial regression model parameters for the variables that fit the model.

Variable	$y={\beta }_0+{\displaystyle \sum }_{j=1}^2\hspace{0.17em}{\displaystyle \sum }_{i=1}^3{a}_{ij}{x}_j^i$
	β 0	ax 1	a 1 x 2	$a_2{x}_2^2$	$a_3{x}_2^3$	R2
S.D.	58.8	0.89	14.52	−9.24	2.90	0.53
C.D.	1.90	0.04	0.28	0.28	−0.40	0.54
C.V.	7.07	0.54	3.65	0.28	2.21	0.65
W.F.	173.7	44.8	−341	1013	570.1	0.57
N.F.	94.9	5.2	−161.6	263.3	−94.8	0.37
Y.	7733	1710	−1297	−36	−152	0.48

• Description: Stem Diameter (S.D.), Crown Diameter (C.D.), Canopy Volume (C.V.), Number of Fruits (N.F.).

Simulation of the model

The increase in the concentration of sewage sludge doses led to a larger stem diameter (Figure 5). Plants grown in the presence of WW irrigation at the lowest doses of N (0 and 25% N) show a greater increase in their diameter. With intermediate doses (50.75 and 100% N), it was found that treatments with DW had better performance, and at higher doses the largest diameter was with WW.

FIGURE 5
Stem diameter of the orange crop submitted to different doses of sewage sludge and wastewater modeled through the use of the fuzzy model and by regression analysis.

The canopy diameter of the orange plant showed a behavior similar to the diameter (Figure 6a). Regarding the crown volume, it was found that the behavior was similar to that of the crown diameter (Figure 6b). For the lowest doses, it was found that irrigation with WW led to a larger diameter and crown volume, while intermediate doses had the opposite effect. For higher doses, irrigation with WW showed the best performance.

FIGURE 6
Cup diameter (a) and Cup volume (b) of the orange crop subjected to different doses of sewage sludge and wastewater modeled through the use of the fuzzy model and by regression analysis.

Production was higher for doses between 0 to 25% of N, irrigated with WW, reaching 9000 kg, while when irrigated with DW, it reached only 500 kg. In the ranges of 25 to 42% and 63 to 82% of N, it was observed that the production was higher when irrigated with DW. In other intervals, it was found that the production was higher when irrigated with WW.

FIGURE 7
Production of orange culture submitted to different doses of sewage sludge and wastewater modeled through the use of the fuzzy model and by regression analysis.

The average weight of the fruits submitted to doses up to 75% was practically the same with WW irrigation. Above the value of 75%, there was an abrupt increase in the average weight. The behavior was similar with DW irrigation, but for the 100% dose (Figure 8a).

FIGURE 8
Fruit Weight (a) and Number of Fruits (b) of the orange plants subjected to different doses of sewage sludge and wastewater modeled through the use of the fuzzy model and by regression analysis.

The average number of fruits shows an increasing behavior from the initial dose to the 100% dose, with its value decreasing after this last dose. In addition, the 100% dose for both types of water showed the highest peak in fruit numbers. It is interesting to note that after the 100% dose, the increase in sewage sludge doses in the presence of potable water or wastewater causes a reduction in the number of fruits, but on the other hand, there is an increase in the average weight of the fruit.

The use of sewage sludge to meet plant N requirements had effects similar to those of N mineral supply (Smith et al., 1954; Alva et al., 1998; Bertonha et al., 2008). Therefore, it can be used in place of mineral fertilization of N.

We also observed that WW irrigation promotes greater yields in sweet orange plants of the cultivar ‘Valencia’, wherein irrigation is more efficient when N is applied (Sharples & Hilgeman, 1969). When studying irrigated citrus orchards, Orpanos & Eliades (1994) observed the same effect on fruit weight as ours, which is closely related to soil water contents (Hilgeman, 1977).

The parameters stem diameter, canopy volume, and canopy diameter showed a point of the highest value, from which averages tend to decrease quadratically. This may be due to the high availability of N or other elements, which might have led to phytotoxicity. Notably, sewage sludge has quite similar characteristics to the organic matter in the soil (Ajwa & Tabatabai, 1994; Zbytniewski & Buszewski, 2005).

Adequate N availability during the critical fruiting stage is important to ensure fruit production and quality mainly (Alva et al., 19987; Tucker et al., 1995). Thus, making biosolids available, together with irrigation with WW, favors citrus production. However, due to N behavior in organic matter, we could observe that N is more available at rates up to 75%. Thereafter, it causes phytotoxicity or is even mineralized, leached, or volatilized, and hence unavailable to plants.

Validation of the proposed model

After the construction of the model and its discussion more focused on agronomic effects, the model was validated through the application of sensitivity / accuracy tests, in order to identify the errors that such models would present, and also determined the errors of statistical models.

Table 6 shows the occurrence of the mean squared error (MSE), the highest coefficient of determination (R²) and the highest Willmott's Index for all fuzzy models.

TABLE 6
Comparative analysis between fuzzy and regression models developed to analyze the influence of water type and doses of sewage sludge on orange cultivation.

Variable	Model	MSE	R2	D
Stem diameter (mm)	Fuzzy	17.5	0:59	0.99521
	Regression	17.7	0:53	0.99517
Canopy diameter (m)	Fuzzy	0011	0.66	0994
	Regression	0012	0:54	0993
Canopy volume (m3)	Fuzzy	0802	0.68	0.984
	Regression	0.839	0.65	0.983
Yield	Fuzzy	2.69 × 106	0.66	0.953
	Regression	4.32 × 106	0.48	0.925
Fruits weight (g)	Fuzzy	4775	0.88	0.911
	Regression	12616	0.54	0.765
Number of fruits	Fuzzy	232	0.83	0.968
	Regression	479	0.37	0.934

The application of models based on fuzzy rules offered more accurate results in several other works: in plant growth models (Putti, 2017, in the determination of evapotranspiration (Cobaner, 2011, and in the determination of the risk of weed infestation (Bressan et al., 2008).

CONCLUSIONS

The fuzzy model developed in the present study had a greater adjustment when compared to polynomial regression models. Therefore, it can be used to investigate intervals not usually experienced in the field.

Sweet orange plants develop more when irrigated with reuse water. Also, higher nitrogen rates in the biosolid can have a phytotoxic effect or even make this nutrient unavailable for plants.

ACKNOWLEDGMENTS

The authors would like to thank the Minas Gerais State Agency for Research and Development for the scholarship grant (APQ-00498-16). Also, the São Paulo State University, by the postdoctoral granted to the first author (Process 408/2015), and the National Council for Scientific and Technological Development (CNPq) for the research productivity grants awarded to the first and last authors (Process #303923/2018-0 (FFP) and #315228/2020-2 (LRAGF)).

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Edited by

• Area Editor: Jefferson Vieira José

Publication Dates

• Publication in this collection
  23 Apr 2021
• Date of issue
  Mar-Apr 2021

History

• Received
  25 May 2019
• Accepted
  12 Jan 2021