Transformation mechanism of carbon tetrachloride and the associated micro-ecology in landfill cover, a typical functional layer zone / 生物工程学报

Landfill is one of the important sources of carbon tetrachloride (CT) pollution, and it is important to understand the degradation mechanism of CT in landfill cover for better control. In this study, a simulated landfill cover system was set up, and the biotransformation mechanism of CT and the associated micro-ecology were investigated. The results showed that three stable functional zones along the depth, i.e., aerobic zone (0-15 cm), anoxic zone (15-45 cm) and anaerobic zone (> 45 cm), were generated because of long-term biological oxidation in landfill cover. There were significant differences in redox condition and microbial community structure in each zone, which provided microbial resources and favorable conditions for CT degradation. The results of biodegradation indicated that dechlorination of CT produced chloroform (CF), dichloromethane (DCM) and Cl- in anaerobic and anoxic zones. The highest concentration of dechlorination products occurred at 30 cm, which were degraded rapidly in aerobic zone. In addition, CT degradation rate was 13.2-103.6 μg/(m2·d), which decreased with the increase of landfill gas flux. The analysis of diversity sequencing revealed that Mesorhizobium, Thiobacillus and Intrasporangium were potential CT-degraders in aerobic, anaerobic and anoxic zone, respectively. Moreover, six species of dechlorination bacteria and eighteen species of methanotrophs were also responsible for anaerobic transformation of CT and aerobic degradation of CF and DCM, respectively. Interestingly, anaerobic dechlorination and aerobic transformation occurred simultaneously in the anoxic zone in landfill cover. Furthermore, analysis of degradation mechanism suggested that generation of stable anaerobic-anoxic-aerobic zone by regulation was very important for the harmless removal of full halogenated hydrocarbon in vadose zone, and the increase of anoxic zone scale enhanced their removal. These results provide theoretical guidance for the removal of chlorinated pollutants in landfills.

Estudos laboratoriais para avaliação do desempenho de camadas de cobertura de aterros sanitários em relação à redução de emissões de gases e infiltrações / Laboratory studies to evaluate the performance of landfill cover layers for the reduction of gases emissions and infiltrations

RESUMO As camadas de cobertura de aterros sanitários são construídas para impedir a saída de gases para a atmosfera e a entrada de líquidos no interior do aterro, minimizando os impactos no meio ambiente. Este trabalho avaliou, por meio de ensaios de colunas de solos em laboratório, o desempenho de duas camadas de cobertura, compreendendo o comportamento dos solos em função das emissões de metano (CH4) e da infiltração de água em seu interior. Foram utilizadas duas configurações de camada de solos: Coluna 1, camada convencional com solo com espessura 0,60 m e grau de compactação de 80%; e Coluna 2, camada oxidativa, com espessura de 0,30 m de solo com grau de compactação de 80%, sobreposta por uma camada de 0,30 m de solo misturado com produto compostado na proporção de 1:1 em volume com grau de compactação de 76%. Após a confecção das colunas (dimensões úteis de 0,60 m de altura e 0,15 m de diâmetro), foi injetado CH4 em sua parte inferior com concentração de 100% na vazão de 0,5 L/h (8,3 mL/min ou 486 g/m2.dia) para se avaliar a redução das emissões. Posteriormente, foi simulada chuva de 40 mm - sendo 30 mm em 1 dia e 10 mm 3 dias após a primeira simulação - e avaliada a infiltração da água e as emissões de CH4 nas colunas. Os resultados obtidos indicam que as duas configurações de camadas de cobertura apresentaram resultados satisfatórios, diminuindo o volume de líquidos para o interior do aterro e minimizando as emissões de CH4 para a atmosfera. Observou-se que a Coluna 2 (0,30 m de solo + 0,30 m de solo + produto compostado) se mostrou mais eficiente tanto na redução de emissões como na capacidade de retenção de água em relação à Coluna 1 (0,60 m de solo), sugerindo que camadas oxidativas podem se tornar uma alternativa tecnológica para regiões onde exista escassez de solos argilosos.

ABSTRACT Landfill cover layers are built to prevent the release of gases into the atmosphere and the inflow of liquids into the landfill, minimizing impacts on the environment. This study evaluated, through the testing of soil columns in the laboratory, the performance of two cover layers, comprehending the behavior of the soils as a function of methane emissions and liquid flows in its interior. Two configurations were used in the soil layer: Column 1, conventional layer with compacted soil of 0.60 m thickness and 80% degree of compaction; and Column 2, oxidative layer with 0.30 m thickness of soil and 80% degree of compaction, stuck by a layer of 0.30 m of mixed soil with composted product in the volume ratio of 1:1 with 76% degree of compaction. After the confection of the columns (0.60 m in height and 0.15 m in diameter), methane gas was injected into the inferior part of the columns with a concentration of 100% at a flow rate of 0.5 L/h (8.3 mL/min or 486 g/m2.day) to evaluate the emission reduction. Subsequently, a rain of 40 mm was simulated - being 30 mm in one day and 10 mm three days after the first simulation -, and both the methane emissions and the infiltration of water in the columns were evaluated. The obtained results indicate that the two column configurations of landfill cover layers presented satisfactory results, reducing the volume of liquids into the landfill and minimizing the methane emissions into the atmosphere. It is observed that Column 2 (0.30 m of soil + 0.30 m of soil + composted product) was more efficient in the reduction of emissions, as well as in the retention capacity of water in relation to Column 1 (0.60 m of soil), suggesting that oxidative layers can become a technological alternative for regions where there is scarcity of clay soils.

Estudos sobre a oxidação aeróbia do metano na cobertura de três aterros sanitários no Brasil / Studies on the aerobic methane oxidation at three sanitary landfills covers in Brazil

A oxidação biológica e aeróbia do metano em materiais de cobertura de aterros de resíduos sólidos urbanos é uma das alternativas para se minimizarem as emissões dos gases de efeito estufa. Este artigo tem como objetivo avaliar a oxidação biológica do metano em material de cobertura de três aterros brasileiros (dois municipais e uma célula experimental). O trabalho consistiu na coleta de amostras dos solos, as quais foram caracterizadas através de ensaios geotécnicos e microbiológicos. Em laboratório, avaliou-se o consumo de metano de uma amostra de cada aterro. Os resultados revelaram a presença de bactérias metanotróficas e consumo de metano em laboratório, o que sugere que exista uma relação inversa entre o grau de saturação no momento da coleta e o número de bactérias metanotróficas.

The biological and aerobic oxidation of methane within the soil cover of municipal solid waste landfills is one an alternative to minimize emissions of greenhouse effect gases. This study aims at assess the biological oxidation of methane within the final cover of three landfills in Brazil (two municipal ones and one experimental cell). The soil samples obtained from the landfill cover were characterized by geotechnical and microbiological tests. In the laboratory the consumption of methane from each sample were evaluated. The results revealed the presence of methanotrophic bacteria and consumption of methane in the laboratory was observed, which also suggest that there is an inverse relation between the degree of saturation at the time of sampling and the number of methanotrophic bacteria.