Adsorção do corante amarelo reativo BF-4G 200% por argila esmectita

This study aimed to evaluate the potential use of smectite clays for color removal of textile effluents. The experiments were performed by testing exploratory/planning method factorial and fractional factorial where the factors and levels are predetermined. The smectite clays were used originating from gypsum hub of the region Araripe-PE, and the dye used was Reactive Yellow BF-4G 200%. The smectite clay was collected and transported to the Laboratory of Soil Physics of UFRPE, where it held its preparation through air drying, lump breaking and classification in sieve to then submit it to the adsorption process. Upon completion of 22 complete factorial design it was concluded that the values of (96, 96,5 and 95,8%) corresponding to the percentage of of removal for "in-kind", chemically and thermally activated, respectively and adsorbed amounts of (4,80, 4,61 and 4,74 mg/g) for three clays. Showed that the activation processes used did not increase the adsorption capacity of smectite clay. The kinetic data were best fitted to the Freundlich isotherm, with an exponential distribution of active sites and that shows above the Langmuir equation for adsorption of cations and anions by clays. The kinetic model that best adapted to the results was the pseudosecond order model. In the factorial design study 24-1, at concentrations up to 500 mg/L obtains high percentage of color removal (92,37, 90,92 and 93,40%) and adsorbed amount (230,94, 227,31 and 233,50 mg/g) for three clays. The kinetic data fitted well to Langmuir and Freundlich isotherms. The kinetic model that best adapted to the results was the pseudosecond order model

Avaliação de indicadores de impactos ambientais no perímetro irrigado Cruzeta-Região semi-árida do RN

Environmental impacts are defined as the processes of social and ecological changes caused by nuisance ambient. In agriculture are diverse, and the intensive use of land and inappropriate agricultural practices causes negative effect on the environment besides affecting crop productivity and quality of life of man. So this study was objective to analyze parameters indicators of environmental impacts in the Cruzeta the Discrict Irrigation. During the period July 2007 to March 2008 samples were collected in lot 01 and 02 of the irrigation district. The monitoring was conducted in four sampling points, three (3) located in the irrigation channels and 1 (one) located in a cacimbão. Were monitored pH, CE, STD, SS, NO3-, OD, DT, PST, RAS, CT, Ca+2, Mg+2, Na+ and K+ and heavy metals. Analysis was performed, soil fertility, determining the infiltration rate, moisture content of soil and flow measurement. The results showed that the parameters considered most effective in evaluating the indicators of environmental impacts were: Suspended solid, turbidity, dissolved oxygen and Coliform termotelerantes. The concentrations of nitrate were below the limit established by CONAMA (2005). High levels of STD were found in the point P4. The risk of salinity in cacimbão Lot 02, the water was classified as Class II, or medium risk of salinity in the remaining points was classified as Class I. The iron and aluminum were found high concentrations in four sampling points independent of the dry or rainy. On the ground, found high levels of phosphorus in both samples collected in the batch 01, as the lot 02. The pH levels found in samples of soil, the soil can be classified as neutral and moderate alkalinity. The high infiltration rate obtained in the tests performed in lots 01 and 02 indicated the high permeability of soil at these points

Avaliação da produção de sedimento na bacia hidrográfica do rio Potengi através do modelo SWAT

Anthropic disturbances in watersheds, such as inappropriate building development, disorderly land occupation and unplanned land use, may strengthen the sediment yield and the inflow into the estuary, leading to siltation, changes in the reach channel conformation, and ecosystem/water quality problems. Faced with such context, this study aims to assess the applicability of SWAT model to estimate, even in a preliminary way, the sediment yield distribution along the Potengi River watershed, as well as its contribution to the estuary. Furthermore, an assessment of its erosion susceptibility was used for comparison. The susceptibility map was developed by overlaying rainfall erosivity, soil erodibility, the slope of the terrain and land cover. In order to overlap these maps, a multi-criteria analysis through AHP method was applied. The SWAT was run using a five year period (1997-2001), considering three different scenarios based on different sorts of human interference: a) agriculture; b) pasture; and c) no interference (background). Results were analyzed in terms of surface runoff, sediment yield and their propagation along each river section, so that it was possible to find that the regions in the extreme west of the watershed and in the downstream portions returned higher values of sediment yield, reaching respectively 2.8 e 5.1 ton/ha.year, whereas central areas, which were less susceptible, returned the lowest values, never more than 0.7 ton/ha.ano. It was also noticed that in the west sub-watersheds, where one can observe the headwaters, sediment yield was naturally forced by high declivity and weak soils. In another hand, results suggest that the eastern part would not contribute to the sediment inflow into the estuary in a significant way, and the larger part of the sediment yield in that place is due to anthropic activities. For the central region, the analysis of sediment propagation indicates deposition predominance in opposition to transport. Thus, it s not expected that isolated rain storms occurring in the upstream river portions would significantly provide the estuary with sediment. Because the model calibration process hasn t been done yet, it becomes essential to emphasize that values presented here as results should not be applied for pratical aims. Even so, this work warns about the risks of a growth in the alteration of natural land cover, mainly in areas closer to the headwaters and in the downstream Potengi River

Análise da bacia hidrográfica do Rio Punaú-Rio Grande do Norte utilizando ferramentas de geoprocessamento

Provide data and information on watershed becomes important since the knowledge of their physical characteristics, land use, etcetera, allows for better planning and sustainable use of economically, socially and environmentally in this area. The investigation of the physical environment has been commonly given with the use of geoprocessing, which has proved a very efficient tool. Within this context, this research aims at analyzing the river basin Punaú (located in the cities of Touros, Rio do Fogo and Pureza, state of Rio Grande do Norte) in several aspects, using geoprocessing as a tool of work, to provide information about the entire watershed. Specifically, this study aimed to update pre-existing maps, such as geological, geomorphological and land use, generating map of environmental vulnerability, under the aspect of erosion susceptibility of the area, generating map of legal incompatibility, identifying areas that are already being employed in breach of environmental legislation; propose solutions to the occupation of the river basin Punaú, focused on environmental planning. The methodology was based on the use of geoprocessing tools for data analysis and to make maps of legal incompatibility and environmental vulnerability. For the first map was taken into account the environmental legislation regarding the protection of watersheds. For the vulnerability analysis, the generated map was the result of crossing the maps of geology, geomorphology, soils and land use, having been assigned weights to different attributes of thematic maps, generating a map of environmental vulnerability in relation to susceptibility to erosion. The analysis results indicate that agriculture is the most significant activity in the basin, in total occupied area, which confers a high degree of environmental vulnerability in most of the basin, and some agricultural areas eventually develop in a manner inconsistent with Brazilian environmental legislation. It is proposed to consider deploying a measure of revitalization of the watershed in more critical areas and conservation through mitigation measures on the causes of environmental degradation, such as protection of water sources, protection and restoration of riparian vegetation, protection of permanent preservation areas, containment of erosion processes in general, and others listed or not in specific laws, and even the establishment of a committee of basins in the area

Uso urbano não potável de água de lagoas do sistema de drenagem de Natal

The detention and infiltration ponds of urban drainage system has function to protect the population from undesirable effects of floods. In general these ponds are not completly used and it potential is wasted. As it are disseminated at different places at cities it can reduce costs with water transport and permit water preservation of best quality. Some it utilities includes use in green areas irrigation, industrial among than cooling towers and boiler, soil compaction, cleaning urban road, pisciculture and fire fighting system. The quality these water is influenced by anauthorized sewage in the drainage system. This study was performed in six detention and infiltration ponds at drainage system of Natal, which aim was to verify the non-portable use these ponds on urban environment. As indirect aim would to incentive the water utilization these ponds as a water source to another uses in urban environment. These ponds represents the characteristics of detention and infiltration of Natal city and consequently of Brazil. As the water quality, the ponds presents following characteristics: three has apparently good quality, other showed intermediate condition and two had water polluted. Were performed twenty sample in each ponds and the following parameters assessed: pH, temperature, dissolved oxygen, turbidity, electrical conductivity, coliform thermotolerant, ammonia, organic nitrogen, TKN, nitrate, total phosphorus and alkalinity, bicarbonate, chloride, total hardness, calcium and magnesium hardness, total solids, TSS, TDS, COD and SAR°. To utilization on pisciculture we recommend use in ponds which presents the best quality. Only one pond presented higher pollutants and it not being appropriated for use in cooling tower. The content of solids suspension restricted the water use in all ponds in boilers. As water use in soil compaction, cleaning urban road and fire fighting system the water from these ponds are not appropriated. However, the recommended limits from literature are to domestic sewage, due to this, the parameters are restrictive to diminish the sanitary risk that could be offered with it utilization. The infiltration velocity of water these assessed ponds restrict a moderato use, however the effects are potentiated only in soil less sandy, which not occur in Natal. It is recommend the unrestricted irrigation utilization in ponds with best quality of water, and a restricted irrigation to ponds with worst quality of water. As load of pollutants, it is recommended a complementary treatment in those ponds whit higher load to diminish sanitary risks. In only one pond was found one helminth eggs and due to the convention formula of results, it was found for all ponds less than 1 helminth/liter eggs.

Caracterização do comportamento geotécnico de mistura de resíduo de pneus e solo laterítico

A technological alternative for the correct disposal of tires is the use in the construction of embankment with soil and shredded tires. The use of waste tires in tropical soils requires prior knowledge of the properties and limitations of these materials. In this work, the results of an experimental program was devised to characterize the behavior of mixtures of waste tires and a lateritic soil. The residue used in this study is classified as tire buffings with an average size of 1.4 mm. The laboratory program included testing of particle size analysis, Atterberg limits, compaction, direct shear tests, permeability and confined compression tests with pure soil, pure tire and the mixtures. Proportions of 0% (pure soil), 10%, 20%, 40%, 50 % and 100% (pure tire) by weight were used. For the confining stress levels used in the study, the presence of tire residue provided a considerable increase in shear strength of the mixture. The maximum shear strength was obtained for a residue content of 40% by weight. Permeability tests on samples of waste under a confining stress of 100 kPa showed that the permeability increases significantly with increasing residue content until a residue content of 20%. The increase in permeability after that value showed to be negligible. Confined compression tests showed that the soil mixed with tire residue becomes more compressible than the pure soil. The secant constrained modulus (Msec) for the same vertical stress decreases with increasing percentage of residue.

Caracterização do lodo de lagoa anaeróbia tratando resíduos esgotados de tanques sépticos e fossas com vistas ao aproveitamento

The sludge generated in stabilization ponds can be designed for various purposes, among them we mention agricultural use, recovery of degraded areas and civil construction. The choice of these alternatives should be made based on qualitative and quantitative characteristics of the sludge. In this context, this study characterized the digested sludge from an anaerobic lagoon in Cidade do Natal/RN, which deals exclusively with residues of depleted septic tanks and pits. The sludge showed levels of macro and micronutrients that confirm its potential for agriculture, with 139.49 g.kg -1 organic matter, 15.40 g.kg-1 nitrogen and metal concentrations below those required by Resolution No. 375/06 of CONAMA, besides the absence of fecal coliform and less than 0.15 viable helminthes eggs/g, on average. The particle size distribution showed that most of the particles have a diameter similar to the sand, allowing the replacement of this input, for example. Analysis of the leachate and of the sludge solubilized classified as non-inert and non-hazardous according to NBR 10.004/04. The volume produced in three years of operation by the pond was 1903.50m³, equivalent to approximately 400 kg of dry sludge. Overall, the concentrations of the parameters were similar to literature, although none of them addresses sludge anaerobic pond treating sewer from septic tanks and pits.The sludgepresents technical feasibility to various types of use, however the cost of dewatering and especially with transport can derail it. It needs to be made a more thorough study of the costs to prove its economic viability

Análise do uso e ocupação do solo das margens de um reservatório e a sua influência na qualidade da água

The building of water reservoirs has become a solution for water scarcity of the semiarid regions, however, the land use and occupation near the margins of the reservoirs have been causing serious damage to water quality, harming their use. This paper aims to analyze the land use and occupation in the margins of the Northeast reservoir and evaluate their influence on the water quality, to identify the areas and activities that represent an higher risk of contamination to the reservoir. The study was conducted at the reservoir Dourado, located in the city of Currais Novos - RN, during the period from August 2012 to February 2013. Were defined six areas regarding the land use and occupation, then, Water samples were collected from the margins in these areas for the characterization of water quality. The results showed that almost all Permanent Preservation Areas (PPA) from the reservoir is degraded, increasing the susceptibility of large input of nutrients and contaminants loads. The water reservoir showed low quality, being with strong evidence of eutrophication due to the nutrient accumulation arising from the activities surrounding the reservoir, mainly from agriculture and Livestock. The Areas 1 and 2 are the areas that present a greater risk of reservoir degradation, because are the possible major sources of nutrients (phosphorus total, orthophosphate and nitrate), however, due to the small size of the reservoir, any compound that reaches its margins ultimately affects the water quality of the same

Incorporação do lodo de tanque séptico como matéria-prima de uma mistura asfáltica

In Natal/RN, 68% of the population uses some kind of individual system for their domestic sewers treatment, being that the most used it is septic tank, followed by sumidouro. Every treatment system of sewers, usually used, generates a by-product denominated sludge. That residue presents some components, in its constitution, undesirable under the environmental and sanitary point of view. In such case, to assure that the system treatment has satisfactory results, it is necessary to do the adjusted disposition of the sludge sewage. Several countries are looking for technical alternatives for the use and disposition of residues. Under technical and environmental conditions appropriate, these materials can be used, decreasing the consumption of the natural resources and the treatment need, storage or elimination of the wastes, what decrease the risks created. Some of the alternatives of recycling of the sludge sewage are: the application in the agriculture, in the production of energy and as raw material in the civil construction. This study evaluated asphalt mixtures behavior that partially substituted conventional aggregates by septic tank sludge. The septic tank sludge gave origin to two raw materials called raw sludge and sludge ash. The raw sludge was put as a small aggregate and the sludge ash as filler. In the first experiment it was made a comparison between the mixture with conventional aggregates and the mixtures that replaced sand by raw sludge in the proportions from 5% to 40%. In the second experiment, it was made comparison between mixtures with 1%, 2% and 3% of sludge ash and cement. The stages developed along the study were: physical characterization of the conventional materials; physical, chemistry, thermal, mineralogical characterizations and analysis of environmental risk of the raw sludge; physical characterization and analysis of environmental risk of the sludge ash; analysis of the mixtures performance through its volumetric and mechanical characteristics; forecast of the mixtures susceptibility in the moisture presence. For the grain size composition used and with the percentage asphalt adopted, the mixtures with up to 7,5% of raw sludge in his composition attend to the National Department of Transports Infrastructure (DNIT) specifications. However, in agreement with the mixtures susceptibility in the moisture presence, the mixtures with addition of raw sludge don't present satisfactory acting. In such case, they could be used in arid and semi-arid areas. The raw sludge application in mixtures increased their voids volume and their stability. However, it damaged mixtures adhesiveness. Mixtures with sludge ash and with cement presented similar behavior. However, mixtures with sludge ash presented a better performance than mixtures with cement as for their stability and their tensile strength ratio. The mixture with 1% of sludge ash is better. The wastes studied don't represent environmental risk

Diretrizes para a melhoria do nível de serviço logístico na execução de perícias criminais de engenharia civil: um estudo de caso

No presente trabalho, são discutidas questões relacionadas à verificação e à análise do nível de serviço logístico, prestado pelo Estado, na execução de perícias criminais de engenharia civil. Foram considerados fatores como equipamentos e meios de transporte utilizados, qualificação dos profissionais envolvidos, padronização de procedimentos adotados e a emissão de laudos periciais. O objetivo é a obtenção de diretrizes na atividade estudada, através da identificação das possíveis oportunidades de melhoria existentes na gestão desta área da Criminalística, considerando-se os componentes de desempenho logísticos relacionados aos fatores chaves: estoque, transporte, instalações e informação. A estratégia de pesquisa utilizada foi o estudo de caso, com o emprego de relatórios estatísticos e entrevistas semi-estruturadas aos gestores do órgão responsável pela atividade pericial no Pará. Quanto aos resultados obtidos, ao se analisar o conteúdo das entrevistas realizadas, observou-se que as hipóteses de trabalho apresentavam correlação com algumas das diretrizes logísticas elaboradas, tais como o aumento na eficiência do nível de serviço logístico na atividade estudada através da adoção de procedimentos operacionais padronizados.

A aprendizagem baseada em problemas (ABP): uma aplicação na disciplina “Gestão empresarial” do curso de Engenharia Civil

A metodologia da Aprendizagem Baseada em Problemas (ABP), diferentemente dos métodos de ensino convencionais, é uma metodologia que usa problemas para diminuir a lacuna entre a teoria e a prática no processo de aprendizagem. Além de favorecer a construção de conhecimentos, se propõe a contribuir para o desenvolvimento de algumas capacidades profissionais não técnicas, consideradas importantes para a prática do engenheiro em uma sociedade em constantes e rápidas transformações. Este trabalho, uma pesquisa-ação, buscou vivenciar e analisar a eficiência do método durante sua aplicação na disciplina “Gestão Empresarial”, ministrada a alunos do penúltimo e último semestre do Curso de Graduação em Engenharia Civil. Os dados para a análise foram coletados por meio de observação participante do professor/tutor da disciplina e de relatórios de avaliação, nos quais os alunos opinavam sobre a ABP, suas vantagens e desvantagens e seu potencial para atingir os objetivos propostos. Nos três estudos de caso realizados, apesar de aplicados em turmas diferentes, evidenciam-se através dos relatórios apresentados pelos alunos e de avaliações feitas durante todo o processo, a ocorrência tanto da aprendizagem dos conhecimentos quanto o desenvolvimento de algumas habilidades e atitudes objetivadas pela disciplina, tais como: capacidade de pesquisa, desenvolvimento de espírito empreendedor e busca de conhecimentos inovadores. De forma geral, os alunos reagiram positivamente à ABP, o que sugere sua possível utilização nos contextos estudados. A metodologia também demonstrou ser um instrumento interessante de desenvolvimento profissional para o professor/tutor, no que concerne ao aprimoramento docente.

A percepção de docentes, discentes e egressos do curso de engenharia civil - campus de Bauru: sobre algumas questões curriculares

Pós-graduação em Educação - FFC

Utilização de sensores à base de fibra óptica visando o monitoramento de grandes estruturas na engenharia civil

As fibras ópticas são utilizadas em diferentes áreas e nas mais variadas aplicações. Na Engenharia Civil começaram a ser utilizadas no monitoramento de estruturas como alternativa de substituição dos tradicionais sensores elétricos. Este trabalho tem como objetivo estudar a aplicação e viabilidade dos sensores a base de fibra óptica no monitoramento de grandes estruturas da engenharia civil. Para avaliação dos resultados, foram realizados três diferentes tipos de testes experimentais onde corpos-de-prova foram instrumentados com extensômetros elétricos e ópticos. O primeiro tipo de teste correspondeu a ensaios de tração simples em barras de aço com carregamento monotônico até o rompimento de barras de aço. No segundo tipo de teste foi estudada a automação de um medidor triortogonal de junta que é um instrumento tipicamente utilizado para a instrumentação de barragens de concreto. Finalmente o último tipo de testes foi constituído por ensaios de cilindros de concreto à compressão para a determinação do módulo de elasticidade. Com relação à utilização dos sensores ópticos, durante a realização dos testes surgiram muitos problemas relacionados com a unidade óptica de aquisição de dados sendo necessária a utilização de três diferentes modelos de unidade de aquisição para a conclusão dos testes. No que se refere à exatidão dos resultados, observou-se que os resultados apresentados pelos sensores ópticos foram compatíveis com os resultados dos sensores elétricos. Entretanto, quando os sensores ópticos foram solicitados por grandes deformações implicaram em perda de sinal devido à interrupção do fluxo de luz, inabilitando o sensor para leituras.

Correntes naturais em obras de engenharia civil (barragens)

No presente trabalho são apresentados os resultados da Aplicação do Método do Potencial Espontâneo, no estudo do vazamento de água em barragens. Os vazamentos de água em barragens podem ocorrer através do maciço e através do substrato. São qui descritas as diversas partes do maciço e as estruturas do substrato por onde ocorrem esses vazamentos, sendo também fornecidas as litologias dos substratos, salientando-se aquelas que podem originar maior permeabilidade. Alguns exemplos típicos de vazamentos, tanto através do maciço, como através do substrato, são fornecidos para casos brasileiros, tão bem como para alguns estrangeiros. O método do Potencial Espontâneo, só recentemente começou a ter aplicações em obras de Engenharia Civil. Suas primeiras aplicações em barragens começaram com Ogilvy e outros (1969) que desenvolveram estudos de laboratório, e de campo em reservatórios do Trans-Cáucaso e da Ásia Central. Antes disso, o método já era largamente utilizado em prospecção mineira, tendo-se desenvolvido por C. Schlumberger, quando estudava a pirita de Saint Bell, na França, em 1913. Para a execução dos trabalhos em laboratório, baseamo-nos na Lei de Darcy, nos estudos de C. Schlumberger sobre o método do Potencial Espontâneo, e nos trabalhos de Ogilvy e outros (1969, 70, 72). Segundo Ogilvy e outros (1969), \"experiências de laboratório são executadas em vista de que os vazamentos de reservatórios são caracterizados por anomalias de correntes naturais. Quanto maior é a descarga de filtração, tanto mais alta são as anomalias. Como resultado, a relação que governa a diferença de potencial e a composição granulométrica da areia, concentrações eletrolíticas e outros fatores foram revelados\". São apresentados gráficos e tabelas como conclusões dos trabalhos de laboratório. O método do Potencial Espontâneo foi empregado no estudo dos vazamentos de água da Barragem de Saracuruna (RJ) e da Barragem do Rio Juqueri, ) Sistema Cantareira, da COMASP (SP). São apresentados trabalhos anteriores sobre a localização, tipo de barragem, locais de vazamento, defeitos de construção, geologia local e características geométricas das barragens mencionadas, bem como são feitas comparações com outras metodologias empregadas no estudo dos mesmos vazamentos, chegando-se a uma boa correlação, entre este método e aqueles. Como conclusões dos trabalhos de campo realizados são fornecidos nove perfis levantados na Barragem de Saracuruna e os mapas de isoanomalias das duas barragens, onde aparecem as zonas de maior permeabilidade.

Viabilidade técnica da fabricação de compósito utilizando fibra de pneu na fabricação de blocos intertravados

This work aims to demonstrate the feasibility of a ceramic composite containing fiber in the rubber manufacturing interlocking blocks. Gravel, sand, cement, rubber and fiber: the processes of manufacture and assembly of blocks produced and the various formulations studied with different proportions between the constituent elements were addressed. Mechanical properties were determined for the different formulations, compressive strength, diametral compressive strength, water absorption and apparent density, obeying the rules related to each property. It was concluded that the addition of rubber fiber gave the concrete studied resistance lower than conventional concrete which can be verified on the microstructural analysis obtained by SEM, which revealed the presence of pores and the low adhesion between the fiber and the matrix compression (tire fiber / cement paste). The composite of more viable tire BCPB1 (1/2) fiber can be used in places requests as light squares, pavements, roads and other cycle as well as in the manufacture of the curb and gutter, by having compressive strength in about 20 MPa