970 resultados para CONAMA 357


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Nesta dissertação foi desenvolvido o sistema SAQUA (Sistema para Análise da Qualidade das Águas Fluviais), que permite o acompanhamento dos dados de séries históricas de parâmetros físico-químicos para análise da qualidade de águas fluviais. A alimentação do sistema SAQUA se dá a partir do arquivo tipo texto gerado no Hidroweb, sistema de banco de dados hidrológicos da ANA (Agência Nacional de Águas), disponibilizado na internet. O SAQUA constitui uma interface que permite a análise espaço-temporal de parâmetros de qualidade da água específicos definidos pelo usuário. A interface foi construída utilizando o servidor de mapas Mapserver, as linguagens HTML e PHP, além de consultas SQL e o uso do servidor Web Apache. A utilização de uma linguagem dinâmica como o PHP permitiu usar recursos internos do Mapserver por meio de funções que interagem de forma mais flexível com códigos presentes e futuros, além de interagir com o código HTML. O Sistema apresenta como resultado a representação gráfica da série histórica por parâmetro e, em mapa, a localização das estações em análise também definidas pelo usuário, geralmente associadas a uma determinada região hidrográfica. Tanto na representação gráfica da série temporal quanto em mapa, são destacados a partir de código de cores a estação de monitoramento e a observação em que os limites estabelecidos na resolução CONAMA 357/05 não foi atendido. A classe de uso da resolução CONAMA que será usada na análise também pode ser definida pelo usuário. Como caso de estudo e demonstração das funções do SAQUA foi escolhida a bacia hidrográfica do rio Paraíba do Sul, localizada na região hidrográfica Atlântico Sudeste do Brasil. A aplicação do sistema demonstrou ótimos resultados e o potencial da ferramenta computacional como apoio ao planejamento e à gestão dos recursos hídricos. Ressalta-se ainda, que todo o sistema foi desenvolvido a partir de softwares disponibilizados segundo a licença GPL de software livre, ou seja, sem custo na aquisição de licenças, demonstrando o potencial da aplicação destas ferramentas no campo dos recursos hídricos.

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O Complexo Lagunar de Jacarepaguá, localizado no município do Rio de Janeiro, região sudeste do Brasil, é formado pelas lagunas de Jacarepaguá, Camorim, Tijuca e Marapendi. Estas lagunas estão interligadas ao mar pelo canal da Joatinga e têm como afluentes rios e canais que vertem dos maciços da Tijuca e da Pedra Branca. Recebem esgotos sanitários e efluentes industriais, além de contribuições difusas de águas de drenagem e circulação das massas de águas de várias origens, com elevada carga de poluição. A eutrofização cultural aliada aos processos de evolução de ecossistemas costeiros produziu um estado de degradação destas águas com constantes florações de cianobactérias potencialmente tóxicas. O presente estudo tem como objetivo avaliar a ocorrência das cianobactérias (Classe Cyanophyceae) no Complexo Lagunar de Jacarepaguá e corroborar a hipótese de serem boas indicadoras de qualidade ambiental de águas salobras. Foi realizado um monitoramento ambiental nas lagunas de Jacarepaguá, Camorim, Tijuca e Marapendi, nos anos de 2004 a 2006, sendo analisados parâmetros físicos, químicos e biológicos. Os resultados obtidos demonstraram a dominância e a persistência das cianobactérias em elevadas concentrações de nutrientes, caracterizando a hipereutrofização dessas lagunas. As estratégias ecológicas das cianobactérias garantiram sua dominância em quase todo o período amostral e demonstraram ser um refinado sensor das variáveis ambientais. A salinidade não foi um fator de limitação ao desenvolvimento desses microorganismos. Desta forma, este estudo, oferece subsídios para gestão de recursos hídricos, corroborando com a legislação CONAMA 357/05-MMA, na sugestão de indicação deste parâmetro de qualidade ambiental também para ambientes salobros na classe 1.

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Com o desenvolvimento da espécie humana, a sociedade humana passou demandar quantidades cada vez maiores de diversos elementos naturais, principalmente a água. Por estar presente em uma pequena quantidade no planeta (3%), com relação a toda hidrosfera, as águas disponíveis para consumo humano (Ex: Mananciais) são as que mais sofrem com a ação antrópica. A degradação destes recursos se dá por fatores como: poluição, desperdício e falta de políticas públicas sobre conservação dos recursos hídricos. Buscando a implementação de estratégias para a melhor gestão dos recursos hídricos, a utilização de águas pluviais como fonte hídrica alternativa, ganha importância diante desse cenário. Além de uma fonte hídrica de fácil acesso em muitas regiões (com média anual de precipitação em 1589 mm na região da Tijuca Alerta Rio, 2013), estudos demonstram que sua qualidade permite sua utilização em atividades não potáveis, resultando na economia de águas que são tratadas e destinadas para consumo humano. Visando colaborar com as questões expostas anteriormente, a presente dissertação de mestrado buscou avaliar a qualidade das águas de chuva em uma determinada região e os fatores que possam interferir na qualidade das águas pluviais, como: tipo de material da superfície de captação, proximidade a focos de poluição atmosférica e período de estiagem antecedente ao evento pluviométrico. Para tal tarefa, foi instalado um sistema de captação de águas pluviais no Instituto de Aplicação Fernando Rodrigues da Silveira, localizado no bairro do Rio Comprido, região norte da cidade do Rio de Janeiro. Os parâmetros físico-químicos para qualidade da água pH, turbidez, temperatura, oxigênio dissolvido, sólidos totais dissolvidos, potencial de oxi-redução e condutividade foram analisados com o auxílio da sonda multiparâmetro. Ao correlacionar a presença de sólidos na água de chuva com os períodos de estiagem, verificou-se que quanto maior o período de seca, maior a quantidade de sólidos nas amostras. Com relação aos marcos regulatórios (Portaria 2914/2011, MS; Padrões de potabilidade, OMS; CONAMA 357 e NBR 15.527) , os resultados para estes parâmetros ficaram de acordo com os limites exigidos pelas mesmas, exceto o pH. Com a análise dos resultados, recomenda-se estudos para determinar quais fatores podem estar interferindo na acidificação das águas coletadas no estudo.

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O processo de ocupação urbana da Baixada de Jacarepaguá a partir da década de 1970, promoveu inúmeros impactos ambientais que afetaram, de forma não uniforme, os diferentes grupos sociais, que habitam a região, e afetaram principalmente o meio ambiente, mais especificamente os recursos hídricos. A rápida e intensa ocupação urbana da região, impulsionada pela produção imobiliária, gerou inúmeros problemas ambientais, principalmente devido à precariedade nos serviços de saneamento. Diversos impactos se processam atualmente na rede de drenagem da Baixada de Jacarepaguá, os quais comprometem negativamente a qualidade de vida população que vive na região, assim como, do meio ambiente. Neste trabalho é avaliada a qualidade da água dos principais cursos dágua da bacia hidrográfica de Jacarepaguá, caracterizando o estado atual de degradação dos recursos hídricos da região a partir da análise dos dados referentes aos parâmetros de qualidade das águas, obtidos junto ao órgão ambiental estadual, no período compreendido entre os anos de 2003 e 2008. As variáveis estatísticas dos parâmetros foram determinadas, os resultados foram apresentados através dos gráficos boxplot e sua discussão foi realizada em consoante com a Resolução CONAMA 357/2005. Os cursos dágua da bacia de Jacarepaguá, em destaque aqueles avaliados neste trabalho expressam a degradação pela qual vem sofrendo em virtude das intervenções antrópicas que se projetam na bacia hidrográfica. Nota-se a partir, dos resultados para os parâmetros de qualidade de água avaliados que a poluição nos cursos dágua da baixada de Jacarepaguá que, possivelmente o principal aspecto da poluição hídrica é devido ao despejo de esgotos domésticos nos cursos dágua sem tratamento adequado.

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Em várias regiões do mundo, assim como no Brasil, um alto percentual da população e até comunidades inteiras não têm acesso a um sistema de tratamento de esgoto centralizado, sendo comum o uso das fossas sépticas e/ou sumidouros e, em muitos casos, os esgotos são lançados in natura diretamente nos corpos hídricos. Com o objetivo de oferecer uma alternativa tecnológica de baixo custo de implantação e operação com vistas à minimização dos impactos ambientais e em atendimento a pequenas comunidades isoladas e de interesse social, o presente projeto desenvolveu com base em sistemas apresentados na literatura, um ecossistema engenheirado compacto para o tratamento de esgoto domiciliar de pequenos geradores. O sistema é composto por tratamento preliminar (caixa controladora de vazão e caixa de gordura), primário (fossa séptica), secundário (filtro aerado submerso e decantador secundário) e um conjunto de tanques vegetados por macrófitas aquáticas (Eichhornia crassipes, Schoenoplectus sp., Panicum cf. racemosum) intercalados por um tanque de algas para remoção da carga poluidora remanescente e nutrientes. O sistema foi instalado no CEADS/UERJ na Vila de Dois Rios, Ilha Grande, litoral Sul do Rio de Janeiro, operado e monitorado desde Abril de 2009, sendo que o presente estudo referese aos primeiros 200 dias de monitoramento. A remoção da carga poluidora foi monitorada na vazão de 200 L/h, posteriormente corrigida para 52 L/h, almejando alcançar os padrões de lançamento da Resolução CONAMA 357 e a NBR 13969 da ABNT, para os parâmetros de OD, pH, Temperatura, Nitrato, N amoniacal, DBO5, DQO, SSD, Cloreto e, Óleos e Graxas e outros parâmetros não incluídos na Resolução (Cond. Elétrica, COT, Alcalinidade, Dureza, Nitrito, Fósforo total e demais Sólidos (ST, SST, SSV, SSF e SDT ). Os resultados obtidos indicam que o sistema foi mais eficiente quando operado na vazão de 52 L/h, quando apresentou as seguintes taxas de remoção: 96 % (Nitrito); 71 % (Nitrato); 47 % (N amoniacal); 96,7 % (DQO); 95,7 % (DBO5); 10 % (Fósforo total). O sistema apresentou uma evolução ao longo do tempo de operação e após a redução na vazão, garantiu o enquadramento de 12 dos 14 parâmetros analisados (exceto N amoniacal e Fósforo total), nos padrões de lançamento contemplados pela Legislação Federal, CONAMA 357 e Legislação Estadual do RJ, SP, MG e GO. Para aumento da eficiência de tratamento, recomenda-se redimensionamento do filtro aerado submerso-decantador e tanques vegetados, com base nas recomendações do PROSAB 2.

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The eutrofization is a natural process of accumulation of nutrients in aquatic´s body that it has been accelerated for the human´s actives, mainly the related with the activities of camp, industrial and the inadequate disposition of the domestic sewage. The enrichment of the aquatic´s body with nutrients, mainly the nitrogen and the phosphorus, and the consequent proliferation of algae and Cyanobacteria can commit the quality of the water for the public provisioning, for the fish farming and for other ends. The problem becomes more critical when there is a shortage of water naturally as in the semi-arid area of the Brazilian northeast. Before that problem this work had as objective evaluates the trophic state of six reservoirs of the basin of River Seridó of Rio Grande of Norte and also estimate the capacity of load of match of the reservoir and risk probabilities based on the established limits by the resolution Conama 357/05. The results demonstrate that the six reservoirs are eutrofization, with concentration of total phosphorus and cloro a in the water upster to 50 e 12 μg l-1. The results show that space homogeneity exists in the state trophic of the reservoirs, but a significant variation interanual in function of the increase of the concentrations of nutrients and decrease of the transparency of the water with the reduction of the body of water accumulated in the reservoirs.The results of the simulation risk estocastic show that the reservoirs could receive annually from 72 to 216 Kg of P, assuming a risk of 10% of increasing in more than 30 μg l-1 the annual medium concentrations of total match in the water of these reservoirs. This load could be high in until 360 kg of P a year in case the managers assume a risk of 10% of increasing in more than 50 μg l-1 the annual medium concentrations of total phosphorus in the waters of these reservoirs

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An evaluation project was conducted on the technique of treatment for effluent oil which is the deriving process to improve cashews. During the evaluation the following techniques were developed: advanced processes of humid oxidation, oxidative processes, processes of biological treatment and processes of adsorption. The assays had been carried through in kinetic models, with an evaluation of the quality of the process by means of determining the chemical demand of oxygen (defined as a technique of control by means of comparative study between the available techniques). The results demonstrated that the natural biodegradation of the effluent ones is limited, as result using the present natural flora in the effluent one revealed impracticable for an application in the industrial systems, independent of the evaluation environment (with or without the oxygen presence). The job of specific microorganisms for the oily composite degradation developed the viability technique of this route, the acceptable levels of inclusion in effluent system of treatment of the improvement of the cashew being highly good with reasonable levels of removal of CDO. However, the use combined with other techniques of daily pay-treatment for these effluent ones revealed to still be more efficient for the context of the treatment of effluent and discarding in receiving bodies in acceptable standards for resolution CONAMA 357/2005. While the significant generation of solid residues the process of adsorption with agroindustrial residues (in special the chitosan) is a technical viable alternative, however, when applied only for the treatment of the effluent ones for discarding in bodies of water, the economic viability is harmed and minimized ambient profits. Though, it was proven that if used for ends of I reuse, the viability is equalized and justifies the investments. There was a study of the photochemistry process which have are applicable to the treatment of the effluent ones, having resulted more satisfactory than those gotten for the UV-Peroxide techniques. There was different result on the one waited for the use of catalyses used in the process of Photo. The catalyses contained the mixing oxide base of Cerium and Manganese, incorporated of Potassium promoters this had presented the best results in the decomposition of the involved pollutants. Having itself an agreed form the gotten photochemistry daily paytreatment resulted, then after disinfection with chlorine the characteristics next the portability to the water were guarantee. The job of the humid oxidation presented significant results in the removal of pollutants; however, its high cost alone is made possible for job in projects of reuses, areas of low scarcity and of raised costs with the capitation/acquisition of the water, in special, for use for industrial and potable use. The route with better economic conditions and techniques for the job in the treatment of the effluent ones of the improvement of the cashew possesses the sequence to follow: conventional process of separation water-oil, photochemistry process and finally, the complementary biological treatment

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This work intends to develop an approach based through scientific criteria in the operational diagnosis of ponds of stabilization, starting from analyses accomplished in loco and in laboratory of 78 systems of sewer treatment through ponds of stabilization in the State of Rio Grande do Norte. The objectives of the research are: to map, to evaluate and to diagnose the operational acting of the ponds of stabilization of the state of Rio Grande do Norte, through visits in loco and analyses laboratory; to build a SIG, through the map rain, locate the points of releases of sewages of the systems of existent ponds in Rio Grande do Norte, as well as operational data and his/her respective efficiency diagnosis in the removal of BOD and Coliforms Termotolerantes; to evaluate, in real scale, three systems of ponds of stabilization of RN in the operational efficiency for the parameters BOD5, COD, pH, Temperature, OD and Coliforms Termotolerantes. Of 78 ETEs of appraised RN just, 9% or 7 had maximum concepts in what concerns the removal of BOD and Coliforms Termotolerantes and 41% or 32, they had the worst concepts in term of operational efficiency. The flowing concentrations ETEs of RN of BOD and Coliforms were of 410mg/L and 2,50x107UFC/100ml, the predominant configuration is of the type F1+M1+M2, the relationship BOD/COD revealed for the sewer tributary characteristic biodegradable high. For the study of case of 3 ETEs, the best operational efficiencies in decreasing order were: Cidade (Municipal district), it Roça (State) and São Miguel (SAAE). The removals of final BOD were 51,6mg/L; 108,27mg/L and 62,6mg/L, tends efficiency of 82%; 74% and 81%. In term of coliforms removal in the final effluentes were 1,90x103UFC/100ml; 1,50x104UFC/100ml and 3,10x104UFC/100ml, tends efficiencies of 99,99%; 99,95% and 99,90%. In what it concerns the practice of agricultural reúso of cultures consumed raw, none of 3 ETEs assisted the parameters of the Resolution CONAMA 357/05, for other reúso practices, all assisted the categories B and C of OMS. For release in body receiving ETE Cidade just, they assist the demands of the resolution of CONAMA 357/05, by study of purification solemnity of the receiving body. The maintenance lack and operation; exclusive operator in ETEs and operation knowledge was the contributory factors for the operational fall in appraised ETEs of RN

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Cutting fluids are lubricants used in metal-mechanical industries. Their complex composition varies according to the type of operation carried out, also depending on the metals under treatment or investigation. Due to the high amount of mineral oil produced in Northeastern Brazil, we have detected the need to better use this class of material. In this work, two novel formulations have been tested, both based on naphthenic mineral oil and additives, such as: an emulsifying agent (A), an anticorrosion agent (B), a biocide (C) and an antifoam agent (D). Each formulation was prepared by mixing the additives in the mineral oil at a 700-rpm stirring velocity for 10 min, at 25°C, employing a 24 factorial planning. The formulations were characterized by means of density, total acid number (TAN), viscosity, flash point and anticorrosion activity. In a subsequent study, oil-in-water emulsions were prepared from these novel formulations. The emulsions were analyzed in terms of stability, corrosion degree, percentage of foam formation, conductivity, accelerated stability and particle size. The samples were appropriately labeled, and, in special, two of them were selected for featuring emulsion properties which were closer to those of the standards chosen as references (commercial cutting oils). Investigations were undertaken on the ability of NaCl and CaCl2 to destabilize the emulsions, at concentrations of 2%, 5% and 10%, at an 800-rpm stirring velocity for 5 min and temperatures of 25º, 40º, 50º and 60ºC. The recovered oils were chemically altered by reincorporating the same additives used in the original formulations, followed by preparation of emulsions with the same concentrations as those of the initial ones. The purpose was to assess the possibility of reusing the recovered oil. The effluents generated during the emulsion destabilization step were characterized via turbidity index, contents of oil and grease, pH, and contents of anions and cations, observing compliance with the parameters established by the current environmental legislation (Brazil s CONAMA 357/05 resolution). It could be concluded that the formulations presented excellent physicochemical properties as compared to commercial cutting fluids, showing that the quality of the newly-prepared fluids is superior to that of the formulations available in the market, enabling technically and environmentally-safe applications

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The production of oil and gas is usually accompanied by the production of water, also known as produced water. Studies were conducted in platforms that discharge produced water in the Atlantic Ocean due to oil and gas production by Petrobras from 1996 to 2006 in the following basins: Santos (Brazilian south region), Campos (Brazilian southeast region) and Ceara (Brazilian northeast region). This study encompasses chemical composition, toxicological effects, discharge volumes, and produced water behavior after releasing in the ocean, including dispersion plumes modeling and monitoring data of the marine environment. The concentration medians for a sampling of 50 samples were: ammonia (70 mg L-1), boron (1.3 mg L1), iron (7.4 mg L-1), BTEX (4.6 mg L-1), PAH (0.53 mg L-1), TPH (28 mg L-1); phenols (1.3 mg L-1) and radioisotopes (0.15 Bq L-1 for 226Ra and 0.09 Bq L-1 for 228Ra). The concentrations of the organic and inorganic parameters observed for the Brazilian platforms were similar to the international reference data for the produced water in the North Sea and in other regions of the world. It was found significant differences in concentrations of the following parameters: BTEX (p<0.0001), phenols (p=0.0212), boron (p<0.0001), iron (p<0.0001) and toxicological response in sea urchin Lytechinus variegatus (p<0.0001) when considering two distinguished groups, platforms from southeast and northeast Region (PCR-1). Significant differences were not observed among the other parameters. In platforms with large gas production, the monoaromatic concentrations (BTEX from 15.8 to 21.6 mg L-1) and phenols (from 2 to 83 mg L-1) were higher than in oil plataforms (median concentrations of BTEX were 4.6 mg L-1 for n=53, and of phenols were 1.3 mg L-1 for n=46). It was also conducted a study about the influence of dispersion plumes of produced water in the vicinity of six platforms of oil and gas production (P-26, PPG-1, PCR-1, P-32, SS-06), and in a hypothetical critical scenario using the chemical characteristics of each effluent. Through this study, using CORMIX and CHEMMAP models for dispersion plumes simulation of the produced water discharges, it was possible to obtain the dilution dimension in the ocean after those discharges. The dispersion plumes of the produced water modelling in field vicinity showed dilutions of 700 to 900 times for the first 30-40 meters from the platform PCR-1 discharge point; 100 times for the platform P-32, with 30 meters of distance; 150 times for the platform P-26, with 40 meters of distance; 100 times for the platform PPG-1, with 130 meters of distance; 280 to 350 times for the platform SS-06, with 130 meters of distance, 100 times for the hypothetical critical scenario, with the 130 meters of distance. The dilutions continue in the far field, and with the results of the simulations, it was possible to verify that all the parameters presented concentrations bellow the maximum values established by Brazilian legislation for seawater (CONAMA 357/05 - Class 1), before the 500 meters distance of the discharge point. These results were in agreement with the field measurements. Although, in general results for the Brazilian produced water presented toxicological effects for marine organisms, it was verified that dilutions of 100 times were sufficient for not causing toxicological responses. Field monitoring data of the seawater around the Pargo, Pampo and PCR-1 platforms did not demonstrate toxicity in the seawater close to these platforms. The results of environmental monitoring in seawater and sediments proved that alterations were not detected for environmental quality in areas under direct influence of the oil production activities in the Campos and Ceara Basin, as according to results obtained in the dispersion plume modelling for the produced water discharge

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The production of oil and gas is usually accompanied by the production of water, also known as produced water. Studies were conducted in platforms that discharge produced water in the Atlantic Ocean due to oil and gas production by Petrobras from 1996 to 2006 in the following basins: Santos (Brazilian south region), Campos (Brazilian southeast region) and Ceara (Brazilian northeast region). This study encompasses chemical composition, toxicological effects, discharge volumes, and produced water behavior after releasing in the ocean, including dispersion plumes modeling and monitoring data of the marine environment. The concentration medians for a sampling of 50 samples were: ammonia (70 mg L-1), boron (1.3 mg L1), iron (7.4 mg L-1), BTEX (4.6 mg L-1), PAH (0.53 mg L-1), TPH (28 mg L-1); phenols (1.3 mg L-1) and radioisotopes (0.15 Bq L-1 for 226Ra and 0.09 Bq L-1 for 228Ra). The concentrations of the organic and inorganic parameters observed for the Brazilian platforms were similar to the international reference data for the produced water in the North Sea and in other regions of the world. It was found significant differences in concentrations of the following parameters: BTEX (p<0.0001), phenols (p=0.0212), boron (p<0.0001), iron (p<0.0001) and toxicological response in sea urchin Lytechinus variegatus (p<0.0001) when considering two distinguished groups, platforms from southeast and northeast Region (PCR-1). Significant differences were not observed among the other parameters. In platforms with large gas production, the monoaromatic concentrations (BTEX from 15.8 to 21.6 mg L-1) and phenols (from 2 to 83 mg L-1) were higher than in oil plataforms (median concentrations of BTEX were 4.6 mg L-1 for n=53, and of phenols were 1.3 mg L-1 for n=46). It was also conducted a study about the influence of dispersion plumes of produced water in the vicinity of six platforms of oil and gas production (P-26, PPG-1, PCR-1, P-32, SS-06), and in a hypothetical critical scenario using the chemical characteristics of each effluent. Through this study, using CORMIX and CHEMMAP models for dispersion plumes simulation of the produced water discharges, it was possible to obtain the dilution dimension in the ocean after those discharges. The dispersion plumes of the produced water modelling in field vicinity showed dilutions of 700 to 900 times for the first 30-40 meters from the platform PCR-1 discharge point; 100 times for the platform P-32, with 30 meters of distance; 150 times for the platform P-26, with 40 meters of distance; 100 times for the platform PPG-1, with 130 meters of distance; 280 to 350 times for the platform SS-06, with 130 meters of distance, 100 times for the hypothetical critical scenario, with the 130 meters of distance. The dilutions continue in the far field, and with the results of the simulations, it was possible to verify that all the parameters presented concentrations bellow the maximum values established by Brazilian legislation for seawater (CONAMA 357/05 - Class 1), before the 500 meters distance of the discharge point. These results were in agreement with the field measurements. Although, in general results for the Brazilian produced water presented toxicological effects for marine organisms, it was verified that dilutions of 100 times were sufficient for not causing toxicological responses. Field monitoring data of the seawater around the Pargo, Pampo and PCR-1 platforms did not demonstrate toxicity in the seawater close to these platforms. The results of environmental monitoring in seawater and sediments proved that alterations were not detected for environmental quality in areas under direct influence of the oil production activities in the Campos and Ceara Basin, as according to results obtained in the dispersion plume modelling for the produced water discharge

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Blooms negatively compromise the aquatic environment, plants, animals and human health.Some species are toxin-producing, such as the neurotoxin saxitoxin and the hepatotoxin microcystin, which may contaminate water reservoirs, as those existing in the semiarid region of Rio Grande do Norte (Brazil) which are used to supply the population, fishing, aquiculture and recreational activities, thereby providing the risk of human exposure through water intake, dermal contact and respiratory tract. Thus, it is recommended a constant monitoring of the density of cyanobacteria with the quantification of cyanotoxins. One goal with this work was the monitoring of water in four reservoirs in semiarid of RN through the identification and enumeration of cyanobacteria and through the identification and quantification of cyanotoxins by ELISA. Furthermore, we intended to assess the environmental perception of farmers and artisanal fishers in reservoirs of semiarid of RN through semi-structured interviews with questions mostly related to water and eutrophication. Through these objectives the aim was the development of management strategies for aquaculture and prevention of risks to public health. The results showed that the highest values of microcystins were found in the rainy season. Standards for drinking water, according to the guidelines of Ministry of Health 2914/2011 and CONAMA 357/05, setting the maximum values for raw water density of cyanobacteria: 50,000 cel.mL-1; microcystin: 1 μg. L-1 and saxitoxin: 3 μg. L-1. The values found for microcystin ranged between 0.00227 μg. L-1 and 24.1954 μg. L-1. From 128 samples analyzed, 27% were above the limit. There was no clear seasonal pattern for saxitoxins and their values ranged between 0.003 μg. L-1 and 0.766 μg. L-1 with none of the values above the limit. Furthermore, 76% of the densities of cyanobacteria values were above the limit. About environmental perception, 52 interviews were conducted and the results show that the respondents recognize the main uses of water of the rervoirs, recognize the importance and have a positive view about the reservoirs. They also realize that the water has a poor quality and can cause health problems. The results provide data showing the persistence of cyanobacteria and cyanotoxins, many times over the limit, reinforcing the importance of constant monitoring. The assessment of environmental perception gives foundation for later proposed environmental education linked to public health management into the context of this particular population, making it more effective

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Acid rain is a major assault on the environment, a consequence of burning fossil fuels and industrial pollutants the basis of sulfur dioxide released into the atmosphere. The objective of this research was to monitor and analyze changes in water quality of rain in the city of Natal, seeking to investigate the influence of quality on a local, regional and global, in addition to possible effects of this quality in the local landscape. Data collection was performed from December 2005 to December 2007. We used techniques of nefanálise in identifying systems sinóticos, field research in the search for possible effects of acid rain on the landscape, and collect and analyze data of precipitation and its degree of acidity. Used descriptive statistics (standard deviation and coefficient of variation) used to monitor the behavior of chemical precipitation, and monitoring of errors in measurements of pH, level of confidence, Normalized distribution of Gauss, confidence intervals, analysis of variance ANOVA were also used. Main results presented as a variation of pH between 5,021 and 6,836, with an average standard deviation of 5,958 and 0,402, showing that the average may represent the sample. Thus, we can infer that, according to the CONAMA Resolution 357 (the index for fresh water acidity should be between 6.0 and 9.0), the precipitation of Natal / RN is slightly acidic. It appears that the intertropical convergence zone figures showed the most acidic among the systems analyzed sinóticos, taking its average value of pH of 5,617, which means an acid value now, with a standard deviation of 0,235 and the coefficient of variation of 4,183% which shows that the average may represent the sample. Already in field research and found several places that suffer strongly the action of acid rain. However, the results are original and need further investigation, including the use of new methodologies

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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60.00% 60.00%

Publicador:

Resumo:

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)