Degradação de resíduos e alterações na resistividade elétrica, pH e Eh

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Anomalias de cargabilidade em aterro de resíduos sólidos domiciliares

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Geofísica aplicada no monitoramento de área de disposição de resíduos sólidos domiciliares

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Eliminação de Escherichia coli Shigatoxigênica não-O157 em compostagem de esterco bovino

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Trajetórias de adolescentes apreendidos como mulas do transporte de drogas na região da fronteira (Paraná) Brasil - Paraguai: exploração de força de trabalho e criminalização da pobreza

Pós-graduação em Serviço Social - FCHS

APLICAÇÃO DO MÉTODO DE POLARIZAÇÃO INDUZIDA EM ATERRO CONTROLADO

A geofísica aplicada em estudos ambientais é uma alternativa viável e promissora diante da demanda crescente por novas técnicas de investigação, essencialmente na caracterização e monitoramento de áreas contaminadas. Este trabalho apresenta os resultados de aplicação do método Polarização Induzida (IP), por meio da técnica de caminhamento elétrico, para determinação da área de percolação de material lixiviado proveniente de aterro de resíduos sólidos domiciliares do tipo vala. Os resultados sugerem uma associação entre anomalias de alta cargabilidade e prováveis acumulações de minerais férricos na base das valas de resíduos recentemente fechadas, em contraste com valas mais antigas, onde a cargabilidade tende aos valores naturais para a área. Palavras-chave: Polarização Induzida, resíduos sólidos, cargabilidade, mineralização, geoquímica.

Métodos geoelétricos empregados na caracterização e monitoramento de anomalias inerentes à infiltração controlada de vinhaça

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Interferência do método de previsão populacional no desempenho hidráulico de uma rede coletora de esgoto sanitário

The non existence of sewage services creates an unhealthy environmental, causing impact extremely prejudicial to the human health. In Brazil, this item represents the biggest deficit in the basic sanitation these days, and only about 50% of the population is attended. The sewage collection network is a needful system for the basic sanitation. Between the parameters of the project of a system of collection and sewage transportation, the definition of the population that will be attended is one of the most important variables, and that should be done based on criterion of population growth and in accordant to directrix presents in the comprehensive city plan. In this paper, were evaluated methods of growth based on the geometric growth rate, on the population density and on the number of residents per dwelling, and also mathematics models of growth prediction, emphasizing in the geometric growth and on the logistic curve method. That way, the goal of this paper were value the hydraulic performance in one of the watersheds delimited by the sewage network magnification work existent in the city of Cacoal–RO. Using simulation with different scenarios, the results pointed that the hydraulic performance of the system were strongly affected by the population determination method used. For the same drained area the diameters range from 150 to 250 mm as well as the trench’s deep, where some stretches exceeded the maximum values contained in the standard. Besides, the variation of the sewage contribution rate due the population variation estimated in different scenarios, led to alterations in others important project parameters, such as slope, shallow pool, tensile stress and spreading velocity

Análise comparativa entre a produção de biogás em aterro controlado e variações no potencial elétrico natural por meio de perfilagem geofísica

This work aims to analyze data from a Natural Electric Potential landfill type ditch located in Cordeirópolis (SP). The procedure measures initially involved the assembly and installation of an apparatus cables, sensors and drain geophysical measurements and flow rate of biogas in a ditch later filled by solid waste. Biogas is a product of degradation of organic matter in waste by the action of microorganisms in an anaerobic environment. Its features high methane content in the gas potentially usable as fuel in energy generation systems or steam. The study area is characterized by clayey soil composition change from the diabase sill correlated to the event Serra Geral Formation siltstones overlapping Tatuí with groundwater level site around 50m. The cables were installed vertically in parallel with drain gas manifold, which allowed the collection of data by the technique geophysical logging every 15 days over a period of eight months. For data analysis we used four parameters in the study, the closing time of the ditch, natural electric potential, the flow velocity of biogas and rain. With the tabulated data plots were constructed for each collection day showing values in the range of the cable is in contact with waste (200 cm - 400 cm) and range of the cable in contact with the soil (600 cm - 800 cm). Subsequently graphs were generated with the period of eight months to analyze the data tabulated. A statistical correlation data, which show the influence of rainfall on the production of biogas. The results were satisfactory and demonstrated the feasibility of the research method in studies for the feasibility analysis for the capture of biogas energy

Avaliação da construção e operação de técnicas compensatórias de drenagem urbana: o transporte de finos, a capacidade de infiltração, a taxa de infiltração real do solo e a permeabilidade da manta geotêxtil

This work aimed to evaluate some aspects of construction and operation of full-scale best management practices and their effects on infiltration loading rate. Two systems were studied: i) filter-swale-trench (FST) and ii) infiltration well (IW). In these units, field essays and full-scale measurements were made in order to assess the soil permeability. Further, the fine particles transportation and the geotextile blanket permeability were determined before and after operation. The results pointed out that there were soil transportation to inside the FST and IW systems, despite of the installed protections, and that these material were responsible for diminishing the geotextile (reduction from 30 to 90% for FST and 40 to 70% for IW) and the full-scale infiltration loading rates (varying from 4,7 x 10-6 to 10-5 m.s-1).