1000 resultados para Manancial de abastecimento
Resumo:
A Fase I deste trabalho visa estimar o balanço de emissões de gases de efeito estufa da atividade agropecuária brasileira para o período de 2012 a 20231 , usando modelagem quantitativa de estimativas de emissões para as principais atividades e sistemas de produção do setor sem a adoção das práticas de Agricultura de Baixa Emissão de Carbono (ABC), bem como hipóteses alternativas sobre parâmetros de emissões da agricultura tropical e a contabilidade de gases do efeito estufa (GWP x GTP), e baseando-se nas projeções de crescimento da agropecuária produzidas por instituições públicas (Ministério da Agricultura, Pecuária e Abastecimento – MAPA) e privadas (Federação das Indústrias do Estado de São Paulo – Fiesp).
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O presente trabalho tem por objetivo estudar a governança das águas brasileiras, especialmente seu funcionamento em situações de escassez hídrica. Com este propósito, após a apresentação da crise hídrica da região Sudeste do Brasil, que colocou à prova o aparato institucional e regulatório das águas nacionais, examina-se o regime de competências constitucionais em matéria de meio ambiente e de águas e as peculiaridades afetas ao Sistema Nacional de Gerenciamento de Recursos Hídricos. Por fim, de forma propositiva, são elencadas medidas que buscam auxiliar no aperfeiçoamento da governança das águas e do enfrentamento da crise hídrica.
Resumo:
Essa pesquisa corresponde à segunda fase de um processo iniciado em 2012, cujo objetivo é obter informações sobre o conjunto de competências (skills) necessárias aos profissionais no mercado de operações logísticas e gestão da cadeia de abastecimento, bem como identificar as faltas de competências existentes, na opinião das empresas. A pesquisa foi realizada através de um questionário dirigido às empresas, as quais informaram as competências gerenciais e operacionais necessárias, os níveis reais de competência dos profissionais atualmente contratados, e as competências faltantes
Resumo:
A pesquisa teve por objetivo obter informações sobre o conjunto de competências (skills) necessárias aos profissionais no mercado de operações logísticas e gestão da cadeia de abastecimento, bem como identificar as faltas de competências existentes. A pesquisa foi realizada através de dois questionários, um dirigido ao profissionais e o outro dirigido às empresas. Dos profissionais, a pesquisa obteve informações sobre o nível de conhecimento dos mesmos sobre as diversas competências necessárias e as necessidades sentidas pelos mesmos em termos de formação e de acesso às empresas. As empresas informaram as competências gerenciais e operacionais necessárias, os níveis reais de competência dos profissionais atualmente contratados, e as competências faltantes. Foi possível também traçar o perfil médio das empresas e dos profissionais
Resumo:
Centenas de milhões de pessoas são afetadas por desastres a cada ano. Para alguns países da Ásia, os desastres naturais se tornaram algo comum para os quais eles precisam estar preparados. A cadeia de fornecedores humanitária é um conceito logístico recente, que se refere a todo o processo de ajuda que acontece uma vez que ocorre um desastre, desde os doadores até os beneficiários finais. Por causa de tensões econômicas recentes, e por causa de uma maior cobertura da mídia sobre os desastres naturais mortais tal como o Typhoon Yolanda em 2013-2014; organizações humanitárias precisam mostrar transparência em suas ações e precisam provar a capacidade de resistência da cadeia de abastecimento para melhorar ainda mais os programas de doação. Resiliência tem sido estudada no contexto da cadeia de fornecedores de uma empresa comercial. No entanto olhar para essa noção dentro do sector humanitário que tem características diferentes, é um novo conceito raramente explorado antes. O objetivo desta tese será contribuir com novos insights e contributos, a fim de enriquecer ainda mais pesquisas sobre a capacidade de resiliência das cadeias de fornecedores humanitários. Vamos analisar as provas desses recursos para a resiliência através de uma pesquisa qualitativa sobre o caso Typhoon Haiyan (Yolanda), que já foi o tufão mais mortal das Filipinas.
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O vídeo foi elaborado em São Carlos, com apoio da Estação de Tratamento de Água do município.
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Nesta tese da especialidade de Hidrogeologia, é apresentado um primeiro levantamento vulcano-estratigráfico da ilha da Madeira. Os trabalhos de campo permitiram definir, até agora, sete unidades geológicas principais, descritas da mais antiga para a mais recente: 1- Complexo Vulcânico Antigo (CA) 2- Calcários Marinhos dos Lameiros - S. Vicente (CM) 3- Depósito Conglomerático-Brechóide (CB) 4- Complexo Vulcânico Principal (CP) 5- Complexo Vulcânico S. Roque/Paul (SRP) 6- Episódios Vulcânicos Recentes (VR) 7- Depósitos de Vertente (dv), Fajãs (fj), Quebradas (q), Depósitos de Enxurrada Recentes (dr), Areias de Praia (ap), Dunas Fósseis (df), Terraços (t), e Aluviões (a) A caracterização climática da ilha da Madeira foi feita com base nos dados recolhidos em 27 pontos de observação climatológicos, dos quais 14 são estações meteorológicas e 13 são postos udométricos, o que representa uma densidade de 1 ponto de observação/27 km2. Constatou-se que a variação da precipitação com a altitude não era linear e dependia da orientação das vertentes. Efectuou-se o balanço hídrico sequencial diário, com base nos valores de precipitação média diária, registados no Paul da Serra, durante os últimos 15 anos hidrológicos. Pretendeu-se quantificar a precipitação oculta na vegetação típica da ilha da Madeira, de modo a poder avaliar a contribuição daquele tipo de precipitação para os recursos hídricos subterrâneos, e, ainda, determinar qual o potencial daquele recurso natural, como contribuição importante às fontes tradicionais de abastecimento de água à ilha. Para o efeito, procedemos a dois tipos principais de medição: medição directamente sob a vegetação de altitude da Madeira, o urzal, que se desenvolve entre os 1200 e os 1600 m de altitude, e construção de aparelhos constituídos por obstáculos artificiais, de modo a interceptarem as gotículas de água contidas no nevoeiro. Pela sua importância, os resultados obtidos justificam o desenvolvimento futuro deste estudo. A caracterização hidrodinâmica das formações da ilha da Madeira baseou-se nas observações feitas no interior das galerias e túneis em escavação, na análise dos registos de caudais de galerias e nascentes e na interpretação de ensaios de bombeamento dos furos de captação. Os dados evidenciam a grande heterogeneidade e anisotropia características do meio vulcânico. As transmissividades vão desde 11 m2/d até 25 766 m2/d. A caracterização hidrogeoquímica permitiu identificar um grupo de 5 águas termais, emergentes em falhas, no Complexo Antigo, com características muito próprias, bastante distintas das restantes, que representam, quer em quantidade, quer em volume de caudais captados, a grande maioria das águas da ilha da Madeira. O principal fenómeno mineralizador das águas é a hidrólise de minerais silicatados, verificando-se, nas águas dos furos, nas das nascentes de altitude e nas situadas próximo do litoral, o efeito da contaminação de sais de origem marinha. A partir dos dados hidrogeológicos obtidos, foi possível elaborar um modelo conceptual de funcionamento hidrogeológico para a ilha da Madeira, que, apesar de possuir alguns elementos comuns, é, no seu conjunto, diferente dos modelos conhecidos para outras ilhas vulcânicas, nomeadamente, Canárias, Reunião, Havai e Polinésia Francesa.
Resumo:
Os recursos hídricos subterrâneos constituem a principal fonte de abastecimento na Madeira, ilha com cerca de 240500 habitantes. A captação faz-se através de galerias, túneis, furos e do aproveitamento de nascentes. O volume anual de recursos subterrâneos consumido no abastecimento público, indústria, rega e produção de energia é de 185 000 000 m3. A recarga ocorre predominantemente nas zonas altas e planas da ilha. A parcela de recarga proveniente da chuva não é suficiente para manter as condições observadas no aquífero de base, sendo a recarga complementada por água proveniente dos nevoeiros retida pela vegetação. O modelo que melhor traduz a variação da precipitação com a altitude é uma regressão quadrática. O escoamento ocorrido na rede hidrográfica é consequência directa da precipitação mas também das reservas subterrâneas e do escoamento hipodérmico. O modelo hidrogeológico proposto para a ilha prevê a existência de aquíferos suspensos em altitude, relacionados com níveis impermeáveis; um aquífero de base com características distintas em função dos complexos vulcânicos; e aquíferos compartimentados por filões subverticais que atravessam intensamente o edifício vulcânico.
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The career of civil engineer Henrique de Novaes, a remarkable figure in the academic, technical and political fields, demonstrates its extensive and relevant work across Brazil in the first half of the twentieth century. It covered from the design of water supply and sewage works, road and rail transport networks, works against drought in the Northeast, hydroelectric and harbor facilities to the urbanization planning and architectural projects, which displays a systematic and multiple production. City and territory conformed to his fields of verification, practical and above all, transformation. The search for understanding of the inclusion of a social actor in this process thus contributes to the specific analysis of the doings of Henrique de Novaes, who graduated at Polytechnic School of Rio de Janeiro in 1906. From a polymorphic activity in different scales, one tries to figure how, through academic education or professional practice, urban history in Brazil can be told or built. The introduction of technological innovations matched the purposes of planning and urban sprawl, as well as met the specifications of regulation and institutionalization of public infrastructure services at the time. The overall plans proposed by the engineer thought of the city as a whole, interconnected to the structural networks. At the same time, the knowledge of a larger physical scale the territory bounces back in the urban in a relationship of reciprocity and completeness. The objective research, therefore, tries to understand the roles played by Henrique de Novaes s works and academic education in the accomplishment of systematic modernization of Brazilian urban space and territory, recovering a little known historical figure by current historiography. It is proposed, as methodological axis, that the study of this professional career configures itself as an essential element for understanding the idea of progress embodied in the technical studies and proposals for improvements and sanitation nationwide in the first half of the twentieth century . The primary sources for the construction of this analysis were technical articles in journals of the period ( Clube de Engenharia , Viação e Revista Brasileira de Engenharia ), and technical reports, government messages, newspaper articles published at the time, autobiographical reports and the engineer s verbal communications with relatives. The work is structured in three chapters: "Biographical traces, academic education and 'technical and political' activities" illustrates the initiation into the technical, public and political environment; Chapter 2, "Technique and territory" outlines his network understanding through sanitation and transport services; Chapter 3 "Technique and City" describes the influence of polytechnics knowledge on the propositions of modernization of cities; Finally, "Final Thoughts: An Evaluation," presents an overview of the affiliations and practice of an engineer in the different scales, and its contribution to the modernization of Brazilian urban and territorial space
Resumo:
The present research if inserts in the subject of the habitation of social interest and its relation with the sanitation infra-structure questions (sewer, water, draining and garbage). Having as study universe the narrow river of the Forty , situated one in the city of Manaus, capital of Amazon, approaches questions that if present between the necessities of housing and the especificidades of the natural environment, whose characteristics evidence limits for the implantation of adequate habitations. The objective is to analyze the possibilities and the limits of the urbanística regularization in the palafitas of the narrow rivers of Manaus, in view of the factors of habitability and ambient protection, expresses for the sanitation system - sanitary exhaustion, water supply, urban draining and garbage collection. The work approaches initially relative the conceptual aspects to the subject of social habitation in the country and its relation with the habitability factors, also focusing the question of the housing and the processes of urban informality in the city of Manaus. It deals with the process of constitution of the palafitas in the space of the city and its relation with the habitacionais politics, presenting the analysis of the implantation of the palafitas in relation to the sanitation infra-structure conditions (sewer, water, draining and garbage). As conclusion, it identifies to the possibilities and limits of urbanística regularization of the palafitas implanted to the long one of the narrow river of the Forty , taking in consideration the systems of the sanitation infrastructure
Resumo:
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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Leachates are effluent produced by decomposition of solid waste, they have complex composition and can be highly toxic. Therefore such percolated liquid should be collected and treated properly to avoid environmental contamination of soil and of water bodies. The objective of this study was to evaluate the toxicity through ecotoxicological tests with Ceriodaphnia dubia (Cladocera - Crustacea) of percolated liquids generated in two different systems of municipal solid waste (MSW) disposal in the city of Natal/ RN: A Sanitary Landfill in the Metropolitan Region of Natal/ RN, and in a dump off area. Furthermore, it was evaluated the possible contamination of the underground water of the dump off area. Two monthly samples were taken at four points between the months of May/2009 and January/2010. The Point "A" corresponds to the end of the pond leachate treatment in ASRMN; The Point "B" corresponds to a containment pond at the dump. The Point "C" is an area near one of the cells of the dump off area where the leachate outcrops; The Point "D" stands for an underground water well at the area. The last point, called "E" was sampled only once and corresponds to the slurry produced by temporary accumulation of solid waste in the open area of the dump. The ecotoxicological tests, acute and chronic, followed the ABNT 13373/2005 rules, with some modifications. The samples were characterized by measuring the pH number, the dissolved oxygen (DO), the salinity, BOD5, COD, Cd, Cu, Pb, Cr, Fe, Mg, Ni, and Zn. At Point A, the average number of EC50-48h ranged between 1.0% and 2.77% (v/v), showing a high toxicity of the leachate to C.dubia in all months. To this point, positive correlations were found between the EC50- 48 with precipitation. Negative correlations were found between the EC50- 48h with salinity. At point B there was no response of the acute exposure of organisms to the test samples. At point C the EC50-48h ranged from 17.68% to 35.36% in just two months of the five ones analyzed, not correlated meaning. Point D, the EC50-48h level ranged between 12.31% and 71.27%, showed a negative correlation with, only, precipitation. Although it was observed toxicity of underground water in the Landfill Area, there was no evidence of water contamination by leachate, however, due to the toxic character of this water, additional tests should be conducted to confirm the quality of water that is used for human supply. At point E there was no acute toxicity. These results support the dangers of inappropriate disposal of MSW to water bodies due to the high toxicity of the leachate produced highlighting the necessity of places of safe confinement and a treatment system more effective to it
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The incidence of toxic cyanobacterial blooms is one of the important consequences of eutrophication in aquatic ecosystems. It is a very common phenomenon in reservoirs and shrimp ponds in the State of Rio Grande do Norte (RN), Brazil. Cyanobacterias produce toxins which can affect aquatic organisms and men trough the food chain. Aiming to contribute to the studies of cyanobacterias in RN, we propose: a) to evaluate the toxicity of isolated cyanobacterias in important fresh-water environments; and b) to verify the effects of both natural and cultured blooms occurred in reservoirs for human supply and in the cladoceran Ceriodaphnia silvestrii. This study was carried out using samples of natural blooms occurred between March and October of 2004 in Gargalheiras Dam (08º L e 39º W), in July of 2004 in Armando Ribeiro Gonçalves Dam (06o S e 37o W) and in commercial shrimp ponds (Litopenaeus vannamei) located in fresh-water environments. The samples were collected with plankton net (20µm.) for identification, isolation and obtaining of phytoplanktonic biomass for liophilization and later toxicity bioassays. The toxicity of cultured samples and natural blooms was investigated through bioassays in Swiss mice. Quantification of cyanobacteria in samples was conducted following the Ütermol method, with 300mL samples fixed with lugol. The toxicity test with Ceriodaphnia silvestrii followed ABNT, 2001 recommendations, and were accomplished with natural hepatotoxic bloom s samples and cultured samples of both non-toxic and neurotoxic C. raciborskii. In this test, five newborns, aged between 6 and 24 hours, were exposed to different concentrations (0 a 800 mg.L-1) of crude cyanobacterial extracts during 24 and 48 hours. Three replicates were used per treatment. The pH, temperature and dissolved oxygen at the beginning and after 24 and 48hours from the test were measured. We estimated the CL50 through the Trimmed Spearman-Karber method. The blooms were constituted by Microcystis panniformis, M. aeruginosa, Anabaena circinalis, Cylindrospermopsis raciborskii and Planktothrix agardhii, producers of mycrocistin-LR confirmed with HPLC analysis. Samples of hepatotoxic blooms registered toxinogenic potential for C. silvestrii, with CL50-24h value of 47.48 mg.L-1 and CL5048h of 38.15 mg.L-1 for GARG samples in march/2005; CL50-24h of 113,13 mg.L-1 and CL5048h of 88,24 mg.L-1 for ARG July/2004; CL50-24h of 300.39 mg.L-1 and CL50-48h of 149.89 mg.L-1 for GARG October/2005. For cultured samples, values of CL50-24h and CL50-48h for C. raciborskii toxic strains were 228.05 and 120.28 mg.L-1, respectively. There was no mortality of C. silvestrii during the tests with non-toxic C. raciborskii strain. The toxicity test with C. silvestrii presented good sensitivity degree to cyanotoxins. The toxicity of natural hepatotoxic blooms samples (microcystins) and cultured neurotoxic saxitoxins producer samples analyzed in this study give us strong indications of that toxin s influence on the zooplanktonic community structure in tropical aquatic environments. Eleven cyanobacteria strains were isolated, representing 6 species: Anabaenopsis sp., Cylindrospermopsis raciborskii, Chroococcus sp., Microcystis panniformis, Geitlerinema unigranulatum e Planktothrix agardhii. None presented toxicity in Swiss mice. The strains were catalogued and deposited in the Laboratório de Ecologia e Toxicologia de Organismos Aquáticos (LETMA), in UFRN, and will be utilized in ecotoxicológical and ecophysiological studies, aiming to clarify the causes and control of cyanobacterial blooms in aquatic environments in RN. This state s reservoirs must receive broader attention from the authorities, considering the constant blooms occurring in waters used for human consumption
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The current study examined spatial-temporal modifications and water quality through chemical and biotic indicators during both dry (January, February and November 2006) and wet seasons (March to June 2006). This study was carried out in Armando Ribeiro Gonçalves Reservoir, RN, Canal do Pataxó and after the water station treatment (WST). The physical-chemical parameters were measured in situ and inorganic nutrients, chlorophyll a and Free Oxygen Demand (FOD) were analyzed in laboratory conditions. Quali quantitative analyses of phytoplankton were carried out utilizing Sedgwick-Rafter camera. Results indicate that DQO concentrations were low. FOD concentrations in the reservoir were comparatively higher in the dry season (5.21 mgL-1; 5.64 mgL-1 e 6.05 mgL-1) in relation to the wet season (4.52 mgL-1; 4.12 mgL-1 e 4.92 mgL-1), in surface, intermediate and bottom waters, respectively. FOD values were inferior to 1.0mgL-1in both Canal do Pataxó and after WST, which is considered adequate for public use reservoirs. Although FOD concentrations were low, Armando Ribeiro Gonçalves Reservoir, Canal do Pataxó and WST were classified as euthophizied, mesotrophic ad oligotrophic, respectively, considering the Index of Trophic State Criteria. Chlorophyll a concentrations in the study reservoir were higher in the surface (199.2 µgL-1) during the wet season, whereas in Canal do Pataxó concentrations decreased from 1.56 µgL-1 to 0.028 µgL-1, and after WST values were low (0.059 µgL-1). Dominance of cianobacterias, such as Planktotrhix agardhii (dry season) and Microcystis sp (wet season) was registered in all three areas. In the reservoir and Canal do Pataxó, density of cianobacterias, such as P. agardhii and Microcistys sp., was superior to the values allowed by the Health ministry (HM). However, after WST, density values of cianobacteria were inferior to values established by the HM
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Among the different types of pollutants typically attributed to human activities, the petroleum products are one of the most important because of its toxic potential. This toxicity is attributed to the presence of substances such as benzene and its derivatives are very toxic to the central nervous system of man, with chronic toxicity, even in small concentrations. The area chosen for study was the city of Natal, capital of Rio Grande do Norte, where samples were collected in six different areas in the city, comprising 10 wells located in the urban area, being carried out in three distinct periods March/2009, December / June/2010 and 2009, and were evaluated for contamination by volatile hydrocarbons (BTEX - benzene, toluene, ethylbenzene and xylenes), so this work aimed to assess the quality of groundwater wells that supply funding for public supply and trade in the urban area of the city of Natal, in Rio Grande do Norte, contributing to the environmental assessment of the municipality. The analysis of BTEX in water was performed according to EPA Method 8021b. Was used the technique of headspace (TriPlus TP100) coupled to high resolution gas chromatography with selective photoionization detector (PID) and flame ionization (FID) - model Trace GC Ultra, Thermo Electron Corporation brand. The procedure adopted allowed the detection of concentrations of the order of μg.L-1. Data analysis with respect to BTEX in groundwater in the area monitored so far, shows that water quality is still preserved, because it exceeds the limits imposed by the potability Resolution CONAMA Nº. 396, April 2008