191 resultados para Afluências Pluviais Indevidas


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The uncontrolled growth of most Brazilian cities is not accompanied by the development of urban infrastructure. With increasing soil sealing, runoff and decreased infiltration volume, impacts on water resources and on population of the areas affected by urban growth are inevitable. This study aims to evaluate the use and occupation of a watershed and analyze the drainage system in order to control the impact using tools to integrate urban development with the drainage of rainwater in an important watershed in the Natal City, Rio Grande do Norte State. The study involved the characterization of the basin XII.4 on the land use and occupation, for the years 2005 and 2014. With the application of SWMM model was possible to analyze the impacts caused by the urbanization process in the existing drainage system, showing the two years analyzed have their areas very close to percentage saturation of impervious areas. Although the region is still predominantly single family residential, suffers increasing verticalization of mainly commercial buildings. The drainage system is inefficient for the area's needs by the year 2005. The drainage system was also tested for four variations of land use by developing scenarios. Scenario 1 is related to the year 2014, considered current. Scenario 2 was adopted the maximum rate of 80% for land use, allowed for the Natal City. Scenario 3 gives the critical condition of land use, with the area 100% impervious. Scenario 4 is applied to the existence of LID (Low Impact Device). The scenarios analysis showed that all indicate deficiency at some point of the drainage system as a result of the high degree of occupation of the area that generate higher flows than the initial drainage system capacity. With the study it became clear that the adoption of non-structural tools are effective in reducing flooding and improving the drainage system capacity.

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The purpose of this dissertation is the architectural project of the ambulatory complex of the Federal University of Pará in Belém. It is a health care establishment whose focus is sustainability, energy efficiency and humanization. This design went through the application of architectural concepts, the study of references (theorical and empirical ones), planning, examining the terrain and its conditions and the preliminay design and resulted in a preliminary architecture blueprint. The empirical research is based on the main building of the Hospital Universitário João de Barros Barreto in Belém, Hospital Sarah Kubitschek of Fortaleza (Architect João Filgueiras de Lima - Lelé) and Hospital e Maternity São Luiz of São Paulo (Architect Siegbert Zanettini). Part of the planning is based on the method "Problem Seeking of Pena and Parshal (2001)". During the development process I sought to incorporate sustainability criterias, energy efficiency and humanization. In relation to sustainability the dissertation focuses on the utilization of rainwater for non-potable usage

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A presente dissertação tem como objetivo a elaboração de uma proposta de certificação hídrica para edifícios residenciais existentes e em fase de projeto. O desenvolvimento desta certificação incide essencialmente na poupança de água potável nos edifícios, demonstrando que o consumo excessivo da mesma poderá traduzir-se num problema no futuro. O uso eficiente da água assume cada vez mais uma importância acrescida. Neste trabalho enumeram-se alguns países da Europa que, devido a uma má gestão da sua água ou às alterações climáticas (como por exemplo, a diminuição da precipitação), se encontram ou poderão se encontrar em “stress hídrico”. É apresentado o Programa Nacional para o Uso Eficiente da Água, fazendo-se referência aos principais objetivos do programa e às medidas propostas para redução de consumos, nomeadamente no setor urbano e em particular ao nível dos sistemas prediais e dos dispositivos em instalações residenciais. Com base nisto, são apresentados consumos e potenciais reduções com a implantação de equipamentos hidricamente eficientes e sistemas de aproveitamento de águas em algumas moradias. Após uma análise de sistemas de certificação da construção sustentável existentes, nacionais e internacionais, é apresentada uma proposta de certificação hídrica de edifícios residenciais. A proposta de certificação é apresentada com recurso a folhas de cálculo Excel.Assenta essencialmente na quantificação dos consumos dos equipamentos sanitários e cálculo do contributo dos sistemas de aproveitamento de águas, sejam cinzentas ou pluviais. À semelhança da certificação energética, a proposta de certificação hídrica faz uma comparação dos consumos da habitação em avaliação com um modelo criado de referência, propondo depois, algumas melhorias que o consumidor pode adotar para melhorar a eficiência da sua residência.

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The main issues related to water conservation in urban centers are the increase in water supply cost, demand growth, pollution and differences in the distribution of water resources. Water conservation, the controlled and efficient use of water, includes both measures as reasonable means of water reuse. Thus, conservation practices are an effective way to meet demand and supply water to new activities and users without jeopardizing the supplying water bodies and preserving the natural environment. This study aims to examine the water management of a shopping mall and the use of rainwater harvesting combined with greywater reuse. For buildings in general, water loss is common due to leaks in the hydraulic and restroom equipment. These losses, which are caused by a high volume of water used and wasted in the system, are often the result of design errors, incorrect maintenance procedures and users' bad habits In southern Brazil, where there is rainfall almost all year long, water shortages occasionally occur, particularly in some winter mouths. One difficulty that appears on rainwater studies is the proper determination of rainwater volume that can be used to address water supply systems. In this work, the simulation method was used to determine this volume. Thus, simulations with the following variables: rainfall, catchment area and water consumption were performed. For mall's hydraulic systems, segmented alternatives are adopted. That is, focusing on the use of rainwater or greywater reuse. Other alternatives of effluent reuse have been slightly discussed due to sanitary issues, those are effluents from toilets and kitchen sinks. The adoption of greywater may be feasible if there is a significant flow of greywater to comply water demand for toilet flushing. The inspections made in this study found that the quantity of sinks was insufficient to supply an adequate amount of water to toilets and urinals. The greywater reuse system was found to be infeasible in terms of demand and supply of water. Conversely, the rainwater harvesting system was entirely feasible and easily supplied water to all restrooms and contributed to the cooling of the air conditioning system with a short payback period. One of the challenges of this work was the need to compare the actual water consumption with a water consumption parameter used in buildings. Thus, a method that addresses the generation of specific consumption indexes for specific activity (like a mall) was used. The water consumption indices showed that this mall has a satisfactory water management program.

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Dissertação (mestrado)—Universidade de Brasília, Instituto de Ciências Humanas, Departamento de Geografia, Programa de Pós-Graduação em Geografia, 2015.

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Dissertação (mestrado)—Universidade de Brasília, Faculdade de Ciências da Saúde, Programa de Pós-Graduação em Bioética, 2016.

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The purpose of this dissertation is the architectural project of the ambulatory complex of the Federal University of Pará in Belém. It is a health care establishment whose focus is sustainability, energy efficiency and humanization. This design went through the application of architectural concepts, the study of references (theorical and empirical ones), planning, examining the terrain and its conditions and the preliminay design and resulted in a preliminary architecture blueprint. The empirical research is based on the main building of the Hospital Universitário João de Barros Barreto in Belém, Hospital Sarah Kubitschek of Fortaleza (Architect João Filgueiras de Lima - Lelé) and Hospital e Maternity São Luiz of São Paulo (Architect Siegbert Zanettini). Part of the planning is based on the method "Problem Seeking of Pena and Parshal (2001)". During the development process I sought to incorporate sustainability criterias, energy efficiency and humanization. In relation to sustainability the dissertation focuses on the utilization of rainwater for non-potable usage

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The production of waste from urban and industrial activities is one of the factors of environmental contamination and has aroused attention of the scientific community, in the sense of its reuse. On the other hand, the city of Salvador/Ba, with approximately 262 channels, responsible for storm water runoff, produces every year, by the intervention of cleaning and clearing channels, a significant volume of sediments (dredged mud), and thus an appropriate methodology for their final destination. This study aims to assess the influence of incorporation of these tailings in arrays of clay for production of interlocked block ceramic, also known as ceramic paver. All the raw materials from the metropolitan region of Salvador (RMS) were characterized by x-ray fluorescence, x-ray diffraction, thermal analysis (TG and TDA), particle size analysis and dilatometry. With the use of statistical experimental planning technique, ternary diagram was defined in the study region and the analyzed formulations. The specimens were prepared with dimensions of 60x20x5mm³, by uniaxial pressing of 30 MPa and after sintering at temperatures of 900°, 1000º and 1100ºC the technological properties were evaluated: linear shrinkage, water absorption, apparent porosity, apparent specifies mass, flexural rupture and module. For the uniaxial compression strength used cylindrical probe body with Ø 50 mm. The standard mass (MP) was prepared with 90% by weight of clay and 10% by weight of Channel sediment (SCP), not being verified significant variations in the properties of the final product. With the incorporation of 10% by weight of manganese residue (PFM) and 10% by weight of the Ceramic waste (RCB) in the mass default, in addition to adjusting the plasticity due to less waste clay content, provided increased linear firing shrinkage, due the significant concentration of K2O, forming liquid phase at low temperature, contributing to decreased porosity and mechanical resistance, being 92,5 MPa maximum compressive strength verified. After extract test leachate and soluble, the piece containing 10% of the PFM, was classified as non-hazardous and inert material according to NBR10004/04 ABNT. The results showed the feasibility on using waste, SCP, RCB and PFM clay mass, at temperatures above 900ºC, paver ceramic production, according to the specifications of the technical standards, so that to exceed the 10% of the PFM, it becomes imperative to conduct studies of environmental impacts

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2016

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O destino das águas pluviais nas cidades é um problema frequente no Brasil. Ausência de infraestrutura adequada ou manutenção delas pode causar alagamentos, erosões, entre outros, tanto em grandes centros urbanos como em pequenas cidades. Neste tema, desenvolveu-se uma pesquisa no município de Terra Rica, região Noroeste do Paraná, Brasil. As rochas e os solos da área são provenientes da Formação Caiuá, susceptíveis à ocorrência de erosões, que ocorrem de forma natural, quando na presença de precipitações elevadas e da ausência de cobertura vegetal, agravando-se com a ação antrópica. As águas que se precipitam sobre o perímetro urbano do município em questão são drenadas artificialmente, através de tubulações para o córrego Trajano, onde deu origem ao que hoje é uma feição erosiva de grande porte, voçoroca. Esta pesquisa, com base em fundamentação teórica e campo, teve como objetivo levantar o histórico da ocorrência desta voçoroca que está localizada perpendicular à rodovia PR-557. Os levantamentos realizados constataram que esta feição tem um histórico de obras de contenção já realizadas e que o problema ainda não foi totalmente resolvido. Os resultados obtidos contribuíram para orientar as medidas corretivas, mitigadoras e preventivas que podem ser adotadas pelos órgãos responsáveis do bem estar social.

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Objetivou avaliar a dinâmica de padrões na vegetação usando NDVI (Normalized Difference Vegetation Index) associado à oferta hídrica no município de Dom Eliseu, no Pará com base na reflectância em áreas com cultivos anuais de grãos e plantios florestais, nos períodos de maior e menor deficiência de água no solo. Foram analisados dados meteorológicos para calcular balanços hídricos (CAD = 300 mm) e respostas em NDVI (Normalized Difference Vegetation Index) extraídos do sensor MODIS (Moderate Resolution Imaging Spectroradiometer). As imagens-índice (NDVI) referentes aos meses de janeiro a dezembro de 2012 foram processadas no aplicativo Envi 4.7 e reclassificadas no ArcGIS10.1. Os resultados apontaram variações temporais ao longo do ano, tanto relacionados aos sistemas de agrícolas de produção, quanto aos remanescentes florestais os quais indicavam associações à oferta hídrica na região e possíveis respostas fenológicas. Em Dom Eliseu, o mês de maior valor em NDVI foi em abril com mais 60% do município expressando manutenção das folhas e da capacidade fotossintética das plantas, pois os valores em NDVI foram superiores a 0,6. No período de agosto a setembro ocorrem as menores cotas pluviais, ocasionando déficits hídricos que atingem valores superiores a 70 mm. Observou-se que as respostas em NDVI foram mais expressivas no mês de outubro, totalizando 16% da área de estudo com valores entre 0,2 a 0,3, evidenciando reduzida expressão em resposta espectral na biomassa dos remanescentes de vegetação e plantios florestais. Conclui-se que existe sensibilidade do NDVI em resposta à condição hídrica no solo. Ao contabilizar-se as diferenças entre a reflectâncias no infravermelho próximo e no vermelho divididos pela soma dessas reflectância, os baixos valores de NDVI, reforçam que no período de maior deficiência hídrica há queda de folhas, pois a superfície imageada, responde com valores mais elevados no solo do que na vegetação.