Universidade Federal de Santa Maria

REGET, Santa Maria, v. 24, Ed. Especial, e9, 2020

DOI: https://doi.org/10.5902/2236117062664

Received: 05/11/2020 Accepted: 05/11/2020 Published: 04/12/2020

 

 

Special Edition

Characterization of recalcitrant material in leachate from an old landfill by spectroscopic methods

Caracterização de material recalcitrante de lixiviado de aterro sanitário antigo por métodos espectroscópicos

Victória Regina Celso MonteiroI

Carlos Eduardo Rodrigues BarquilhaII

Maria Cristina Borba BragaIII

I Parana Federal University, Curitiba, PR, Brazil - victoriarcmonteiro@gmail.com.

II Parana Federal University, Curitiba, PR, Brazil- ce.barquilha@gmail.com.

III Parana Federal University, Curitiba, PR, Brazil- crisbraga@ufpr.br.

Abstract

Landfill leachate is a complex aqueous solution whose treatment still demands studies. Leachate biodegradability in a sanitary landfill decreases after years of solid waste degradation in a landfill cell, which renders its treatment by biological processes difficult. Taking this assertion into consideration, the main goal of this study was the determination of some physicochemical characteristics of the leachate from an old landfill located in Curitiba – Brazil. For the characterization, samples were collected in two points, named P11 and P12. Results were produced by both conventional and spectroscopic methods, such as COD, BOD, DOC, color, and solids; UV-Vis and fluorescence techniques were also used. The results allow pointing out that the landfill has aged and that the leachate presents recalcitrant characteristics, with strong humification. Thus, a physicochemical process can be recommended for the treatment of this leachate. Moreover, the results produced by spectroscopic analyses brought additional information regarding the current stage of degradation of organic matter inside landfill cells. It is worth mentioning that the results produced can be used to subsidize further decisions on adequate leachate treatment and monitoring

Keywords: Leachate; Stabilized organic matter; Humic substances; UV-Vis; Fluorescence spectroscopy.

Resumo

O lixiviado de aterro sanitário é um efluente com características complexas e que ainda apresenta desafios no seu tratamento. A partir da estabilização da matéria orgânica, que ocorre durante vários anos em um aterro, a biodegradabilidade do lixiviado diminui, dificultando o emprego do tratamento biológico. A partir disso, o objetivo deste trabalho foi identificar as características do lixiviado de um aterro sanitário antigo, localizado em Curitiba – BR, utilizando técnicas convencionais e espectroscópicas. Foram realizadas duas coletas de lixiviado no Aterro Municipal de Curitiba, na entrada do sistema de tratamento do aterro, denominadas P11 e P12, e foram realizadas análises de pH, DQO, DBO, COD, cor, série de sólidos e análises de espectroscopia de UV-Vis e de fluorescência. A partir das análises realizadas, observou-se que o lixiviado sofreu interferência das taxas de precipitação e pode inferir-se que o aterro estudado está em processo de envelhecimento, com o lixiviado apresentando características recalcitrantes. A matéria orgânica apresentou forte característica húmica, sendo constituída principalmente por substâncias aromáticas como ácidos húmicos e fúlvicos, podendo ser indicada a utilização de tratamento físico-químico para o lixiviado estudado. Além disso, as análises espectroscópicas produziram informações adicionais, de maneira mais rápida e com consumo mais baixo de reagentes do que as técnicas convencionais, e são ferramentas promissoras para auxiliar na identificação da etapa de decomposição em que o aterro se encontra, subsidiar o planejamento do tratamento adequado e o monitoramento do lixiviado gerado.

Palavras-chave: Chorume; Matéria orgânica estabilizada; Substâncias húmicas; Espectroscopias de UV-Vis e fluorescência.

1 Introduction

Landfill leachate is generated from the natural moisture of solid wastes, combined with liquids produced by waste decomposition and rainwater infiltrated inside landfill cells. Chemical and biochemical processes produce dark-colored wastewater with an unpleasant odor, high concentration of organic matter, and variable composition (ABNT, 1992; LANGE, AMARAL, 2009; BRAGA et al., 2012).

Dissolved organic matter, inorganic macro components, heavy metals, and organic xenobiotic compounds are the four main groups of pollutants found in leachate (CHRISTENSEN et al, 1994; KJELDSEN et al, 2002). Many factors interfere in the leachate composition, for instance, waste composition, depth of cells, moisture content, amount of rainfall, compaction of disposed waste, toxicity of co-disposed waste, however, the age of the landfill can be highlighted (El-FADEL et al., 2002). In general, the majority of contaminants present in the leachate tend to reach their highest concentrations in the first months after being landfilled, which is, in particular, the case of biodegradable organic matter. However, over a period of several years, a continuous and steady reduction of concentrations follows, and is dependent on the stage of solid waste degradation inside the landfill cells. Other contaminants, such as non-biodegradable organics and iron, tend to persist in the leachate for many years (FARQUHAR, 1989).

According to Rodrigues et al. (2009) and Lange and Amaral (2009), the low biodegradability of leachate from old landfills can be attributed to the presence of recalcitrant substances, which are high molecular weight compounds that resist biodegradation and tend to persist and accumulate in the environment, such as humic, fulvic and tannic acids. The low biodegradability of some substances, such as refractory organic matter, impairs the treatment of leachate by biological processes. Thus, to improve the efficiency of the system, it would require the application of physicochemical processes or advanced treatments.

Several parameters have been used to characterize the content of dissolved organic matter in the leachate. For instance, TOC (total organic carbon), COD (chemical oxygen demand), and BOD (biochemical oxygen demand), whereas the determination of humic or recalcitrant substances can be carried out by the analysis of DOC (dissolved organic carbon) (APHA, 1999; KJELDSEN et al., 2002). According to some authors, the composition of dissolved organic matter in landfill leachate can also be determined by other methods such as infrared spectroscopy (IR), Fourier-transform infrared spectroscopy (FTIR), nuclear magnetic resonance (NMR), mass spectroscopy, among others (Kang et al., 2002; Xiaoli et al., 2013; Peixoto et al. 2018). These techniques can be used to characterize landfill leachate and thus identify humic substances by providing the chemical structure of organic matter, the identification of functional groups, structural properties, and molecular mass, among others. The determination of these characteristics enables identifying the aromaticity, the recalcitrant characteristics, the molecular mass distribution, as well as the degree of stabilization of the landfill. However, according to Sheng et al. (2007), although some advanced techniques have provided a considerable amount of information on the structure and functional properties of humic acids, many of them are both expensive, time-consuming and require complex instruments.

According to Sheng et al. (2007), ultraviolet-visible (UV-Vis) spectroscopy is a method normally used to determine the aromaticity of humic substances. Due to its strong linear relationship with DOC, this technique is commonly used to determine the absorbance at the wavelength of 254 nm (LEE et al., 1981 apud ZOUBOULIS et al., 2004). Humic substances usually present strong absorption in the UV-Vis regions due to the presence of aromatic and organic matter. Therefore, absorbance at wavelengths of 254 nm and 285 nm are commonly used to correlate the carbon-carbon double bonds or hybridized carbon sp² in aromatic substances (WESTERHOFF, ANNING, 2000; REN et al., 2018).

Fluorescence spectroscopy is a technique also used to determine and qualitatively characterize dissolved organic matter in natural waters, and in particular, more recently, applied to characterize landfill leachate (HUO et al., 2009; YUNUS et al., 2011; XIE, GUAN, 2015). Two types of fluorescence have been studied, the fluorescence of humic substances and the fluorescence of proteins. The so-called fluorescence of proteins comes either from isolated aromatic amino acids, such as tyrosine and tryptophan, or from proteins in which these amino acids take part. These substances are denominated fluorophore and emit signals at certain wavelengths, designated as bands (COBLE, 1996; CARSTEA, 2012), as sown in Table 1.

Table 1 – Bands of fluorescence spectroscopy, molecular structure of tyrosine and tryptophan, and hypothetic molecular structure of humic and fulvic acids

Bands

ƛ Excitation (nm)

ƛ Emission (nm)

Likely compounds

Molecular Structure of Fluorophores

A

230

400-500

Humic Acid

B

230-275

310

Tyrosine

C

300-350

400-500

Fulvic Acid

T1

290

350

Tryptophan

T2

230

350

Tryptophan

Source: adapted from Coble (1996); Hudson et al. (2007); Carstea (2012).

The ultraviolet-visible absorption spectrum of a given molecule can also be produced and used to assist in the identification of substances (SKOOG et al., 2005), for instance, organic matter. This technique provides the quantity of absorbed light as a function of the molecular structure of the chemical under investigation. Double carbon bonds absorb energy in the range between 250 nm and 280 nm (WESTERHOFF, ANNING, 2000). The calculation of indices is another form to express results produced by visible ultraviolet and fluorescence spectroscopies. Absorption indices, according to Li and Hur (2017), are defined as the ratio of two different wavelengths absorption coefficients and have been used to examine sources and composition of dissolved organic matter.

The A285 and SUVA indices, for instance, are respectively presented as the ratio of the UV-Vis absorbance at the wavelength of 285 nm and 254 nm to DOC concentration. The first index indicates whether the compounds are predominantly refractory pedogenic or aliphatic aquagenic, whereas the latter relates the aromatic content of organic matter with the concentration of organic carbon. The A300/A400 and A250/A365 indices are respectively expressed as ratios of UV-Vis absorbances negatively correlated to the degree of humification and the molecular weight of the compounds (ROSTAN, CELLOT, 1995; WESTERHOFF, ANNING, 2000; CLARET et al., 2003; PEURAVUORI, PIHLAJA, 1997). Two other indices can be calculated using the fluorescence intensities, the fluorescence ratio (FR), which indicates the source of organic matter, as pedogenic or anthropic allochthonous, and the humification index (HIX), which refers to the degree of humification of organic matter (WESTERHOFF, ANNING, 2000; HUGUET et al., 2009).

According to Baettker et al. (2020), UV-Vis and fluorescence spectroscopic techniques can be used as fast and sensitive measures for the determination of the composition of dissolved organic matter in leachate samples. The association made possible by the results of COD and BOD analyzes provides a more detailed characterization of the leachate, which facilitates the choice and selection of an adequate method of treatment. In addition, these authors considered the analysis of dissolved organic matter by spectroscopic techniques more economical than those resulted from conventional physicochemical analysis.

Therefore, ultraviolet and fluorescence spectroscopies can be used in conjunction with conventional methods to provide complete information on the recalcitrant organic matter present in leachate from stabilized landfills. Thus, based on the background information presented, the objective of this study was to identify the characteristics of organic matter in the leachate from an old landfill, located in Curitiba - BR, using conventional physicochemical parameters and spectroscopic techniques.

2 Material and Methods

The area adopted for the development of this study was a closed landfill located in the south region of Curitiba - Brazil, whose geographical coordinates are 25°37'29” S and 49°20'66” W. This landfill was launched in 1989, operated over a period of 21 years, and received approximately 12 million tons of household solid waste from Curitiba and other 21 cities of the Metropolitan Area.

The raw leachate was collected in two different points, named P11 and P12, the first in April and the latter in July of 2019. According to official data, in April, an average rainfall of 50.2 mm accumulated over a period of 3 days prior to the first sampling collection, whereas only 12 mm were registered during the whole month of July (CEMADEN, 2020; ÁGUASPARANÁ, 2020).

The parameters and the methods used for leachate characterization are presented in Table 2. All tests were performed at the Laboratory of Environmental Engineering Professor Francisco Borsari Netto of the Department of Hydraulics and Sanitation, Parana Federal University (UFPR).

In order to carry out the analyses of DOC, UV-Vis, and fluorescence spectroscopy, samples were filtered through cellulose acetate membranes (0.45 µm) and stored in glass bottles previously calcined at 550ºC. For the analyses of DOC, samples were diluted in pure water until the reading limit of the equipment was reached, acidified with H2SO4 (P.A.) to pH lower than 2, and sprayed with gaseous nitrogen to eliminate inorganic carbon eventually present in the samples.

The fluorescence and ultraviolet spectroscopy analyses were carried out in the Laboratory of Environmental Chemistry of the Department of Chemistry and Biology at Federal University of Technology – Paraná (UTFPR). To circumvent high fluorescence intensities presented by leachate, and also to correct the inner filter effects, the samples were diluted in pure water, 100 times for P11 and 200 times for P12 (OHNO, 2002; BAKER, CURRY, 2004).

Table 2 – Parameters and methodologies used for leachate analysis

Physicochemical Parameters

Unity

Metodology and/or Equipament Used

pH

-

Potenciometric, pHmeteter QX 1500 Plus – Qualxtron

Apparent Color

Color Units (CU)

2120 B Method, APHA, 1999

Nessler Quanti 200 Colorimeter

Chemical Oxygen Demand (COD)

mg L-1

Reflux Closed Method – APHA, 1999

Dissolved COD

mg L-1

Reflux Closed Method – APHA, 1999

Biochemical Oxygen Demand (BOD)

mg L-1

Manometric Method – APHA, 1999

Dissolved Organic Carbon (DOC)

mg L-1

Combustion Method - APHA, 1999

TOC-VCP 5000-A SHIMADZU

Total Solids (TS)

mg L-1

Gravimetric Method - APHA, 1999

Total Fixes Solids (TFS)

mg L-1

Gravimetric Method - APHA, 1999

Total VolatileSolids (TVS)

mg L-1

Gravimetric Method - APHA, 1999

Total Suspended Solids (TSS)

mg L-1

Gravimetric Method - APHA, 1999

Total Dissolved Solids (TDS)

mg L-1

Gravimetric Method - APHA, 1999

 

A range of excitation wavelengths (ƛ) from 200 nm to 600 nm, with a 5-nanometer interval, and emission wavelengths from 200 nm to 610 nm, with a 2-nanometer interval, were used to capture the fluorescence spectra. The scanning speed used was 8000 nm min-1. A Cary Eclipse fluorimeter (Varian Inc.), with a multifaceted quartz cuvette, an optical path of 1 cm, and pure water as blank, was used to carry out these analyses.

Absorbances between wavelengths of 200 nm and 600 nm were also measured, with a 1-nanometer interval. The scanning speed used was 4800 nm min-1. The resulting spectrum allowed evaluating the absorbance at a wavelength of 254 nm. This procedure was in accordance with method 5910 B, as presented in the Standard Methods of Examination of Water and Wastewater (APHA, 1999). Taking into consideration the dilutions used, the normalization of data of the excitation and emission matrices (MEE) as well as the calculation of the fluorescence and ultraviolet indices were based on the results of the UV-Visible absorbances, dissolved organic carbon concentrations, and fluorescence intensities. These procedures were performed using the Python Fluorescence Excitation-Emission Matrix Code (FEEMC 2.0), developed by Kozak et al. (2017). A Cary 50 - UV-Visible spectrophotometer (Varian Inc.), with a multifaceted quartz cuvette, an optical path of 1 cm, and pure water as blank, was used to carry out the analyses of ultraviolet-visible spectroscopy.

3 Results and Discussion

Firstly, it is important to mention that the similarity of results produced from both collections, P11 and P12 (Table 3), led to the consideration that the rainfall event registered during 3 days before the sampling collection in P11 did not affect the concentration of pollutants.

The dark color observed, with high values of apparent color, between 3,000 CU and 4,000 CU, may be associated with the presence of humic substances in the leachate of this old landfill (TONG et al., 2015). However, these values were lower than those reported by Lima et al. (2017), who found values between 4,977 mg Pt Co L-1 and 8,197 mg Pt CoL-1. On the other hand, Baettker et al. (2020) investigated leachate from a landfill operating over a period of 10 years, also located in Curitiba’s Metropolitan Area - Brazil, and observed color values close to those registered by this research, which varied between 2,250 CU and 4,500 CU.

Table 3 – Characterization of leachate

Evaluated Parameters

P11

P12

pH

9.2 ± 0.03

9.2 ± 0.02

Apparent Color (CU)*

3,750

3,000

COD (mg L-1)

948.9 ± 63.1

1,315.0 ± 103.8

Dissolved COD (mg L-1)

810.0 ± 68.4

1,231.7 ± 169.2

BOD (mg L-1)

150.0 ± 0.0

160.0 ± 0.0

DOC (mg L-1)

401.6 ± 5.2

487.4 ± 5.0

TS (mg L-1)

3,717.3 ± 83.4

5,313.3 ± 120.7

TFS (mg L-1)

2,748.0 ±114.0

4,018.7 ± 206.2

TVS (mg L-1)

969.3 ± 30.0

1,294.7 ± 85.5

TDS (mg L-1)

3,622.0 ± 93.6

5,291.2 ± 113.7

TSS (mg L-1)

95.3 ± 10.3

22.2 ± 7.1

BOD/COD

0.16

0.12

COD/BOD

6.32

8.21

Absorbance at 254 nm

7.44

15.26

Notes: mean values ± standard deviation.

* not evaluated in triplicate – it was determined by visual observation (method 2120 B; APHA, 1999), it was.

Comparing the results presented in Table 3 with those produced by other authors, who studied the same landfill, it can be pointed out that, in fact, the values of the physicochemical parameters varied over time. In previous studies, the values varied from 8.3 to 8.6 for pH; 2,900 mg L-1; 9,400 mg L-1 for COD; 500 mg L-1 to 2,300 mg L-1 for DOC, whereas an average value of 720 mg L-1 was registered for BOD (PACHECO, ZAMORA, 2004; MORAIS, ZAMORA, 2005; ROCHA, 2011; DIAS, 2013; FERREIRA, 2014).

It is worth mentioning that lower organic matter concentrations and higher pH values are typical characteristics of aging landfills. In particular, the values of pH can be related to increased concentrations of ammonium nitrogen over time (data not shown). The aging process of the landfill is due to the methanogenic phase of solid waste degradation. In this phase, the acids previously produced are converted into methane and carbon dioxide, and the pH increases. In a subsequent stage, in the stable methanogenic phase, the DOC concentration is reduced, whereas the pH increases until a stable condition is reached (Kjeldsen et al., 2002).

Similar values of COD (810.0 mg L-1 and 1,231.7 mg L-1) and total COD (948.9 mg L-1 e 1,315.0 mg L-1) indicate that most of the organic matter was dissolved. These results are corroborated by Kjeldsen et al. (2002), who stress that landfill leachate can usually contain high levels of dissolved organic matter.

A high concentration of dissolved substances can also be observed when the concentrations of dissolved solids (3,622 mg L-1 for P11 and 5,291.2 mg L-1 for P12) are compared with low concentrations of suspended solids (95.3 mg L-1 and 22.0 mg L-1, respectively). This characteristic was also observed by Pedro-Cedillo et al. (2015). These authors observed that the fraction of dissolved solids reached 98% of the total solids, which were also related to high values of color for the studied leachate.

The values for the biodegradability factor of the leachate, i.e., the ratio of BOD to COD, were 0.16 and 0.12 for P11 and P12, respectively. According to Gomes et al. (2006), there are three categories in which the leachate can be classified i) young (> 0.5), ii) intermediate (0.5 - 0.1), and iii) old (< 0.1). Thus, these results allow the classification of the leachate as stabilized. These values were similar to those obtained by Labanowski et al. (2010) of 0.18, Zouboulis et al. (2004) and Pedro-Cedillo et al. (2015) of 0.08, who also studied leachate from old landfills.

The inverse ratio, given by COD/BOD, can also be used to evaluate the biodegradability of wastewater, and it is considered high when greater than 3.5 or 4.0 (Von Sperling, 2005). From the calculated values of 6.32 and 8.21, it can be pointed out that the inert or non-biodegradable fraction is predominant. Thus, it can be suggested that a stage of physicochemical treatment could be added to the wastewater system in operation at the landfill area.

The biodegradability of the leachate can also be evaluated through the concentrations of total fixed solids (TFS) and total volatile solids (TVS). The TVS concentration was about one-third of the TFS concentration for both sampling collections, which indicates that the largest fraction of solids is present as an insoluble component. Therefore, indicating that the fixed fraction is non-biodegradable.

The spectroscopic analysis used to determine the absorbance at 254 nm, in turn, indicates the presence of organic constituents that absorb ultraviolet-visible radiation. On one hand, absorbance at this wavelength has been used to determine the humic substances through the correlation with the concentration of DOC (ZOUBOULIS et al., 2004). On the other hand, results produced at this wavelength have been used to evaluate the efficiency of treatment of stabilized landfill leachate (OLOIBIRI et al., 2015), as well as to indicate the presence of aromatic organic matter (LIMA et al., 2017).

As presented in Table 3, values of 7.44 for P11 and 15.26 for P12 were observed for the absorbance at 254 nm, which suggests a strong presence of aromatic substances in the leachate from the second sampling collection. Lima et al. (2017) reported absorbance values of 14.0 and 25.0 at 254 nm for landfills operating over periods of 27 years and 35 years, respectively. Therefore, the value determined for P12, for a landfill launched in 1989, can be considered similar to the 35-year old landfill studied by Lima et al. (2017). On the other hand, the value obtained for P11 is similar to that obtained by Gu et al. (2018), who obtained an absorbance value of 6.17 at 254 nm, with a BOD/COD ratio of 0.01.

Absorbances for the UV-Vis spectra are presented in Figure 1. The determination of the UV-Vis spectrum was carried out by scanning between the wavelengths of 200 nm and 600 nm for both leachate collections, as well as for pure water samples used as blank. Strong absorbances were observed in the range between 200 nm and 300 nm. The observed values were higher for P12, which indicates the presence of aromatic structures. According to Pacheco and Zamora (2004), such structures strongly absorb UV-visible radiation in the region between 250 nm and 300 nm.

Figure 1 – Ultraviolet-visible spectra

""

Note: a) absorbance values were corrected according to the dilution of samples. b) sampling collections 1 (P11) and 2 (P12).

Fluorescence spectroscopy, excitation and emission matrices (MEE) for P11 and P12 are shown in Figure 2. Bands A and C, referred to as humic and fulvic acids, respectively, were the most intense for both samples. These results indicate the prevalence of substances considered recalcitrant and aromatic. Bands T1 and T2, referred to as tyrosine, and band B, referred to as tryptophan, represent the most labile substances and presented lesser intensity than the humic bands. These results indicate that the main characteristics of the leachate studied are related to refractory organic matter.

Figure 2 – Excitation and emission matrices (MEE) of fluorescence

Gráfico

Descrição gerada automaticamente

Note: sampling collections 1 (P11) and 2 (P12).

These results were corroborated by those produced by Xie and Guan (2015), who studied leachate from 3 different landfills, 4-year old, 5-year old, and 6-year old. These authors observed that the characteristics of the spectra varied according to the age of the landfill, i.e., the older the landfill, the lower the intensity of the protein bands, and the greater the intensity of the fulvic acid bands. In the present study, as the landfill is older (31 years), it was observed that the intensity of the labile bands was even lower than that of the recalcitrant bands.

Data used to build Figure 2 are shown in Table 4. Regarding P12, these values show a slight decrease in peak A and an increase in peak C, which may be related to a higher concentration of fulvic acid. Peaks of labile substances (B, T1, and T2) were less intense and did not present considerable variation between the two sampling collections. It is noteworthy that, despite similarities between humic and fulvic acids, the mass spectrometry technique can be used to evaluate the presence of humic substances that are derived from lignin, which resists microbial degradation (XIAOLI et al., (2008).

Table 4 – Peaks of intensity of fluorescence for bands A, B, C, T1 and T2 obtained from MEEs

Peaks

A

B

C

T1

T2

P11

1.96

0.33

1.49

0.43

0.86

P12

1.78

0.29

1.52

0.40

0.72

Note: sampling collections 1 (P11) and 2 (P12).

The indices calculated from the absorbance and fluorescence spectroscopy are presented in Table 5. According to Rostan and Cellot (1995), values of A285 (ratio of absorbance at 285 nm to DOC) near 20 g L-1 allow the consideration that the organic matter is essentially composed of refractory organic carbon or fulvic compounds. Thus, the values 14 g L-1 for P11, and 24 g L-1, for P12 obtained by this study indicate a more refractory characteristic or stronger presence of fulvic acid for P12, whereas P11 presented an intermediate characteristic, which positioned it between refractory and aliphatic compounds.

The parameter SUVA (ratio of absorbance at 254 nm to DOC), in turn, indicates that values above 2.0 mg m-1 are related to structures predominantly aromatic (WEISHAAR et al., 2003). Thus, as values of 1.86 mg m-1 for P11 and 3.13 mg m-1 for P12 were obtained, it can be pointed out that the latter presented a more aromatic characteristic than P11. Other authors, who studied another landfill in Curitiba’s Metropolitan Area observed values of SUVA varying from 0.46 mg m-1 and 2.64 mg m-1. These results highlight the strong variation of this wastewater (BAETTKER et al., 2020).

According to some authors, the A300/A400 index is negatively related to the degree of humification, since values between 2.67 and 3.10 indicate humic acid, whereas values between 5.14 and 7.03 indicate fulvic acid (CLARET et al., 2003); LI, HUR, 2017). Thus, the lower values obtained for P12 indicate a more humic characteristic than that of P11 or, on the other hand, a more prominent presence of humic acid in P12 and fulvic acid in P11.

Table 5 – Absorbance and fluorescence spectroscopy indices

Indexes

A285 (g L-1)

SUVA (mg m-1)

A300/A400

A250/A365

FR

HIX

P11

14.34

1.86

6.58

6.66

1.98

10.83

P12

24.16

3.13

4.51

4.17

2.38

10.64

Note: sampling collections 1 (P11) and 2 (P12).

Another index considered for the evaluation of the leachate used for the development of this study, the A250/A365 index, presented a negative correlation between molecular weight and aromaticity of the molecule (PEURAVUORI, PIHLAJA, 1997; LI HUR, 2017). It was observed that the molecular weight and aromaticity were higher for P12, which presented a lower index value when compared with P11. Baettker et al. (2020) found values of A250/A365, which varied between 3.30 and 5.38. These values are similar to those found in this study.

The Fluorescence Ratio (FR) (Table 5) presented values below 1.5, which indicate pedogenic allochthonous organic matter, whereas values above 1.8 indicate autochthonous or anthropic allochthonous (Westerhoff, Anning, 2000; Leithold, 2017). Therefore, the results produced, above 1.8, indicate that the organic matter is related to the anthropogenic allochthonous source, that is, it comes from human activities such as the leachate derived from household solid waste, and thus, it is not from natural origin.

Finally, the humification index (HIX) indicates the degree of humification of a sample, where values below 4 indicate autochthonous organic matter; values between 4 and 6 suggest a low humic characteristic; values between 6 and 10 are related to strong humic characteristic, and values above 16 indicate a very strong humic characteristic from pedogenic contribution (Huguet et al., 2009). Since both points analyzed presented values of HIX close to 10, this indicates that the samples presented strong humic characteristics. Gu et al. (2018), who studied leachate generated in China with a BOD/COD ratio of 0.01, obtained a HIX value of 8.96. This value was lower than that observed for the leachate used in this study. However, as the value is in the same range, it has been considered to present a strong degree of humification.

4 Conclusion

The spectroscopic analyses and the calculated indices indicated the presence of aromatic substances, high molecular weight substances of anthropic origin. The organic matter presented strong humic characteristics, being composed mainly of humic and fulvic acids, considered recalcitrant substances.

Therefore, the results allow suggesting the adoption of alternatives of physicochemical treatment for this leachate, such as either coagulation/sedimentation or adsorption processes or even membrane filtration. These suggestions are based on the fact that biological processes may have not provided adequate results in terms of organic matter removal/reduction, which can be related to the low biodegradability observed for the studied leachate.

The spectroscopic analyses corroborated the results obtained by physicochemical analyses and also brought additional information on faster and low reagent consumption when compared with conventional techniques. Such methods present the potential to become useful tools to assist in identifying the stage of organic matter degradation in which the landfill fits in. The results produced by the use of these techniques can subsidize decision making in terms of choosing an adequate treatment system. They can also assist in the monitoring of the leachate characteristics aiming at the disposal into receiving water bodies even after long periods from the landfill closure.

The leachate generated presented recalcitrant characteristics, with a low concentration of biodegradable organic matter, high concentration of total fixed solids, high pH, and BOD/COD ratio close to 0.1, conditions consistent with leachate from an old and stabilized landfill. Thus, it can be concluded that the studied landfill has aged, and it is likely between methanogenic and stable methanogenic phases.

Acknowledgments

The authors gratefully acknowledge the support provided by the Coordination for the Improvement of Higher Education Personnel (Coordenação de Aperfeiçoamento de Pessoal de Nível Superior – CAPES), Water Resources and Environmental Engineering Post-Graduate Program (PPGERHA-UFPR) and the Laboratory of Environmental Chemistry of the Chemistry and Biology Department at UTFPR.

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