1000 resultados para Matèria condensada tova
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Stabilization pond is the main technology used for treatment wastewater, in northeast Brazil, due to lower cost of deployment, operation and maintenance compared to other technologies. Most systems of stabilization ponds has been in operation for some time, on average 10 years of operation, receiving high organic loads and do not have good removal efficiencies of the main parameters for which have been designed. Therefore it is necessary to work to quantify the efficiency of current systems. This study evaluated the biodegradability of organic matter in raw sewage, the removal of organic matter in reactors and determination of the kinetic constant removal of organic matter (k), both in reactors and in raw sewage, based on the analysis made in the laboratory and through mathematical methods proposed in the literature, in nine systems stabilization ponds, located in Rio Grande do Norte. In relation the degradation kinetics in stabilization ponds, it was observed that many papers published in the literature were obtained in pilot-scale systems, which often, due to the action of external factors such as wind and temperature, these can t be considered as a reference in the analysis of the kinetic constant K, so the need for more research into systems of scale. This study had three distinct phases and simultaneous, routine monitoring, study of the daily cycle and the determination of kinetic constant of degradation of organic matter (K). The monitoring showed that the removal efficiencies of organic matter on most systems were lower than suggested by the literature, the best efficiencies of around 76% (BOD) and 72% (COD) and the worst of the order of 48% (BOD) and 55% (COD). The calculation of K in raw sewage (Ke) was within the range of variation expected in the literature (0.35 to 0.60 days-1). Already for the results obtained for K in the reactors (Kr), there were well below the values recommended in the literature (0.25 to 0.40 d-1 for complete mix and from 0.13 to 0.17 d-1 for flow dispersed), in line with the overloads that organic systems are subject
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Waste stabilization ponds are the main technology in use for domestic sewage treatment in Rio Grande do Norte State (RN), northeast Brazil. The are around 80 systems, constructed mainly by municipal city halls, being series comprised by a primary facultative pond followed by two maturation ponds the most used configuration. Due to problems related with the production and destination of sludge and generation of bad odors, the designers have avoided the use of anaerobic lagoons. The majority of systems are rarely monitored to verify their efficiencies and to get new project parameters for future designing. This work has as purpose to make a diagnosis of efficiency of three series of waste stabilization pond series (WSPS) of Jardim Lola 1, Jardim Lola 2 and Beira Rio, located in the North Zone of the city of the Natal/RN, treating domestic raw sewage, on the removal of organic matter and thermotolerant coliform, comparing the operational conditions of the systems this inside of the bands foreseen in the project, through parameters BOD5, QOD, thermotolerant coliforms, dissolved oxygen, pH, temperature, ammoniac nitrogen, total and suspended solids. The work was carried through in the WSPS, all constituted by a primary facultative pond followed by two maturation ponds. Socioeconomic characteristics of population are predominantly low and all the plants are very near of the contributing basins. The series were monitored from of May the November of 2002, totalizing 20 collections of grab samples of raw sewage and ponds effluents between 8:00 and 9:50 h. The main aspect to be detached by the results was the great concentration of organic matter (BOD and COD) and microorganisms the raw sewage which were around two times more concentrated than those values foreseen one in project. Considering all series the highest removals of organic matter were observed in system Beira Rio (84 and 78% of BOD and COD, respectively), which presented high hydraulic detention time (TDH = 89 days). On the other hand, Jardim Lola 1 and Jardim Lola 2 presented a much lower values of HDT (36 days and 18 days respectively) and their removals of BOD and COD were the same (76% and 60%, respectively). The Beira Rio WSPS, was the most efficient verified in relation to solids and ammonia, proving the great influence of the operational variables such as HDT and applied surface organic loadings on the performance of pond series. Although the treatment plants have reached efficiencies of thermotolerant coliforms around 99,999%, the concentrations in the final effluent can be considered very high for launching in aquatic bodies, particularly those produced by Jardim Lola 1 and Jardim Lola 2 series
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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
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This research analyzed the energetic consumption of the etanol, using as raw-material sugar cane. The searches were carried out from the field in the Midle Paranapanema River Region, São Paulo state, in the period from January to December 2007. The referring energy consumption from the crop production phase and industrial processing were evaluated. It was verified that the total energetic cost of the crop production corresponded to 14370.9MJ ha(-1), and the most onerous item was the inputs (50.4%). In the industrial step, the energetic consumption was equivalent to 1,641.56MJ t(-1), The 'hydrolysis, saccharification and broth treatment operations' represented 71.72% of the total energetic expenditure. It was also observed an energetic cost of 2.0MJ L(-1) in relation to the etanol produced in the main crop production operations, and 19.4MJ L(-1) in the industrial processing. The energy efficiency observed in the crop production and industrialization were of 1.1.
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Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
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O presente trabalho objetivou a avaliação da remoção de matéria orgânica carbonácea e nitrogenada, bem como a determinação do fluxo crítico, em biorreator de membranas, com zona pré-anóxica, tratando águas residuárias industriais da produção de aminoácidos. O reator foi operado sob carga orgânica volumétrica de 1,91 kg.DQO.m-3.d-1 e 0,18 kg.NTK.m-3.d-1; a recirculação do reator aeróbio para o reator anóxico foi de quatro vezes a vazão afluente. O reator apresentou médias de remoção de DQO, NTK e NT de 97, 98 e 92%, respectivamente. O sistema de ultrafiltração foi testado em vários fluxos entre 25 e 37 L.m-2.h-1 e determinou-se o fluxo crítico de 28 L.m-2.h-1 quando operado com 11,4 g.L-1 de SST e 35 dias de tempo de retenção celular. Os resultados mostraram que houve viabilidade técnica no uso de biorreator de membranas para remoção de matéria orgânica de águas residuárias industriais da produção de aminoácidos.
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The organic matter. (OM) removal efficiency in the biochemical oxygen demand (BOD) and chemical oxygen demand (COD) forms for domestic wastewater and semi-intensive fish culture effluents by using three phase aerobic fluidized bed reactors with circulation in concentric tubes was studied. Three different ratios between external and internal areas by different internal diameter configurations (100, 125 and 150mm) to the same external diameter of 250mm were used; sand for filters and granulated activated carbon were used as supporting media. The reactors were tested for three hydraulic retention times: 11.5min to the R100, and 3h for the R125 and R150 reactors. The results demonstrated that this kind of reactors had good performance in the BOD and COD removal for different concentrations of waste waters. BOD mean removal efficiencies obtained were: 47% at the R100 reactor, 57% and 93% of raw and filtered BOD respectively at R125, 48 and 89% of raw and filtered BOD at R150. The COD mean calculated removal efficiencies were: 75% at the R100 reactor, 56 and 86% of raw and filtered COD at R125, and 54 and 86% of raw and filtered COD at R150. In the case of domestic wastewater it is necessary to provide a solids removal system at the reactor outflow in order to increase the removal of suspended OM from the final effluent.
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The proposal of this work is to evaluate the influence of the organic matter on the results of the analyses of the metals (Zn, Pb, Al, Cu, Cr, Fe, Cd e Ni) for Atomic Absorption Spectrometry (AAS), so much in the extraction stage as in the reading using for that the chemometrics. They were used for this study sample of bottom sediment collected in river Jundiaí in the vicinity of the city of Macaíba-RN, commercial humus and water of the station of treatment of sewer of UFRN. Through the analyses accomplished by EAA it was verified that the interference of the organic matter happens in the extraction stage and not in the reading. With relationship to the technique of X Ray Fluorescence Spectrometry (XRFS), the present work has as intended to evaluate the viability of this technique for quantitative analysis of trace metals (Cr, Ni, Cu, Zn, Rb, Sr and Pb) in having leached obtained starting from the extraction with acqua regia for an aqueous solution. The used samples constitute the fine fraction (<0.063 mm) of sediments of swamp of the river Jundiaí. The preparation of tablets pressed starting from the dry residue of those leached it allowed your analysis in the solid form. This preliminary study shows that, in the case of the digestion chemistry partially of the fine fractions of bottom sediments used for environmental studies, the technique of applied EFRX to the analysis of dry residues starting from having leached with acqua regia, compared her it analyzes of the leached with ICP-OES, it presents relative mistakes for Cu, Pb, Sr and Zn below 10%
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Os atributos físicos e a matéria orgânica do solo influenciam no crescimento e desenvolvimento vegetal, limitando o crescimento de raízes e a produtividade das culturas. Objetivando-se estudar a variabilidade espacial e correlações lineares entre a produtividade do sorgo forrageiro e os atributos físicos e matéria orgânica do solo, realizou-se um experimento em Latossolo Vermelho distroférrico, no município de Selvíria (MS), na safrinha de 2005. Para tanto, estimou-se a produtividade de matéria fresca e seca do sorgo forrageiro, a microporosidade, macroporosidade, porosidade total, densidade e teor de matéria orgânica do solo, em três profundidades (0,00-0,10 m; 0,10-0,20 m; e 0,20-0,30 m). As amostras foram coletadas em uma malha geoestatística, com total de 124 pontos, em área de 4.000 m². As produtividades de matéria fresca e seca apresentaram elevada variabilidade, enquanto, para os atributos do solo, em geral, a variabilidade foi baixa. Os atributos da planta, a macroporosidade (nas primeiras camadas), microporosidade, porosidade total e densidade total, na primeira e terceira camadas, seguiram padrões espaciais bem definidos, com alcances estabelecidos entre 17,9 m e 84,2 m, enquanto os demais atributos apresentaram efeito pepita puro. A correlação linear simples entre os atributos da planta foi alta e positiva, enquanto, entre os atributos da planta com os do solo, foi baixa e significativa, com interações positivas para macroporosidade e porosidade total, bem como negativa para densidade do solo, na primeira camada. A densidade do solo, na menor profundidade, foi um excelente indicador da qualidade física do solo, para a estimativa da produtividade de matéria seca.
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Foi instalado um experimento em condições de campo, em um Latossolo Vermelho escuro, epi-eutrófico, textura argilosa, em Selvíria-MS, com arroz de sequeiro cv. IAC 201, estudando-se três espaçamentos entre fileiras (30, 40 e 50 cm) e três densidades de semeadura (100, 150 e 200 sementes viáveis/m2). Foram avaliadas a produção de matéria seca da parte aérea no momento do florescimento e determinados os teores e quantidades de N, P, K, Ca, Mg e S absorvidos, assim como a eficiência de utilização de nutrientes. A redução do espaçamento entre fileiras aumentou a produção de matéria seca da parte aérea e a quantidade de nutrientes absorvidos. A variação da densidade de semeadura não afetou os parâmetros estudados. A redução do espaçamento entre fileiras proporcionou maior eficiência de utilização do Ca e diminuiu a do N e Mg. Os teores de nutrientes na matéria seca da parte aérea não foram afetados pela variação do espaçamento entre fileiras.
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
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The objective of this research was to evaluate dry matter production (DMP), seasonal distribution (SD) and chemical composition of crude protein (CP), neutral detergent fiber (NDF) and acid detergent fiber (ADF) of seventeen alfalfa cultivates: Creole, Florida 77, P555, P581, Moapa, Gilboa, 34 Linea, C/W 8754, C/W 4468, C/W 86, C/W 8746, Hunter Field, Trifecta, Sequel, CUF 101, Aurora e Siriver. A complete randomized blocks experimental design, with three replicates in a split plot on time scheme, was used. For DMP and SD, the cultivates were in the main plot and cuts in the subplots. For chemical composition, cultivates were also the main plots, and seasons of the year, summer and winter, the subplots. There were no differences among cultivates for the annual average dry matter production (12,08 t/[ha.year]) and SD (35% in the winter). There were differences in the chemical composition, among cultivates for CP and significant interaction among cultivates and the seasons of year for NDF and ADF. All cultivates showed similar potential production and seasonal distribution of dry matter. The alfalfa quality in the winter was better than in the summer.
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O experimento foi realizado com o objetivo de predizer a digestibilidade da matéria seca (MS) de rações para coelhos em crescimento mediante equações baseadas no conceito de entidade nutritiva ideal. Foram usados 100 coelhos do Grupo Genético Botucatu, com 42 dias de idade. Testaram-se 16 rações contendo alimentos volumosos (papel, sabugo de milho, bagaço de cana ou maravalha de pínus), mais milho, farelo de soja, óleo de soja, caulim e sal comum. Os volumosos foram incluídos em quatro níveis, para se obter 22, 28, 34 ou 40% de fibra em detergente neutro (FDN) e 16% de proteína bruta (PB). O experimento foi realizado em duas fases, em delineamento experimental de blocos ao acaso. Observou-se efeito linear positivo da FDN sobre o consumo de MS. As médias de digestibilidade da MS variaram entre 60,10 e 80,78%. Houve efeito linear negativo da FDN, bem como interação do teor de FDN × volumoso, sobre a digestibilidade aparente da MS. Ao contrário dos componentes fibrosos, a proteína bruta PB e o conteúdo celular comportaram-se como entidade nutritiva ideal. Para predizer a digestibilidade da MS, testaram-se três modelos e o melhor baseou-se no teor de conteúdo celular, com digestibilidade verdadeira fixada em 1; outro no teor de FDN, cuja digestibilidade foi predita mediante uma equação empírica; e o terceiro, na perda endógena de conteúdo celular, considerada proporcional ao consumo de MS. A principal dificuldade na formulação de modelos para predizer a digestibilidade aparente da MS em coelhos é estimar com precisão a digestibilidade da FDN e a perda endógena de conteúdo celular. É necessário avaliar em estudos futuros o uso de maiores níveis de fibra nas rações. Para rações com níveis de fibra situados na amplitude deste estudo, recomenda-se usar o modelo 3, que inclui, além da fibra em detergente neutro, a fibra em detergente ácido e a lignina.
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Comparou-se desenvolvimento de mudas de beterraba (cv. Tall Top Early Wonder), produzidas por diferentes métodos, através da distribuição de matéria seca na planta. Comparou-se os tratamentos T1 - mudas produzidas em bandejas de 288 células (1,2 x 10-5 m³); T2 - 200 células (1,6 x 10-5 m³) ; T3 - 128 células (3,2 x 10-5 m³); T4 - 128 células (7,2 x 10-5 m³); T5 - semeadura direta e T6 - mudas de raiz nua. Aos 28 dias após a semeadura (DAS), as mudas produzidas em bandejas foram transplantadas para campo, juntamente com mudas de raiz nua (T6). O delineamento experimental foi de blocos ao acaso com quatro repetições. Foram coletadas plantas semanalmente dos 28 aos 98 DAS. Determinou-se a matéria seca das folhas, pecíolos, raízes e da parte aérea e a matéria fresca das raízes. Aos 98 DAS, realizou-se a colheita das raízes comerciais, expressando-se a produtividade em kg ha-1. Para o tratamento T5, o espessamento da raiz tuberosa começou 42 DAS. Por sua vez, as plantas provenientes dos tratamentos T1, T2, T3, T4 e T6 iniciaram o acúmulo de matéria seca nas raízes a partir dos 56 DAS. Os métodos de produção de mudas não influenciaram significativamente na produtividade da cultura, porém aumentaram o ciclo, quando comparado à semeadura direta. Caso a disponibilidade de área seja fator limitante, a produção de mudas em bandejas é recomendável, sendo indicadas bandejas de 288 células.
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)