999 resultados para Sistema de armazenamento da água pluvial
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Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
Modelos agrometeorológicos estatísticos de previsão de produtividade e qualidade para cana-de-açúcar
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Pós-graduação em Agronomia (Produção Vegetal) - FCAV
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Recent bonding systems have been advocated as multi-purpose bonding agents. The aim of this study was to determine if some of these bonding systems could be associated to composite resins from different manufacturers. This investigation was conducted to test lhe shear bond strength of three bonding systems: Scotchbond Multi-Purpose (3M Dental Products), Optibond Light Cure (Kerr) and Optibond Dual Cure (Kerr), when each of them was associated to lhe composite resins: Z1 00 (3M Dental Products), Prisma - APH (Dentsply) and Herculite XRV (Kerr). Seventy-two flat dentin bonding sites were prepared to 600 grit on human premolars mounted using acrilic resins. The teeth were assigned at random to 9 groups of 8 samples each. A split die with a 3mm diameter was placed over lhe surface of lhe dentin treated with one of lhe adhesive systems, and lhe selected composite resin was inserted and light cured. The split mold was removed and all samples were termocycled and stored in 37ºC water for 24 hours before testing. Shear bond strength was determined using an lnstron Universal testing machine. Some failures were examined under lhe S.E.M. Data was analysed by one-way analysis of variance, that demonstrated a significant difference (p<0,05) in the mean shear bond strength among Optibond Light Cure (15,446 MPa), Scotchbond Multi-Purpose (13,339 MPa) and Optibond Dual Cure (10,019 MPa). These values did not depend on the composite resin used. The association between bonding system/composite resin was statistycally significant (p<0,05) and the best results were obtained when the composite resins Z100 and Herculite were used with the adhesive system Optibond Light Cure, and when the composite resin APH was used with the adhesive system Scotchbond Multi-Purpose
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Due to the huge impact negative on the environmental caused by the civil construction, the university plays a majorital role in the proposal of studies and projects that aim the sustainable building. Nowadays, it has been noted the great demand for projects which contain a systemic focus in the tripod of the sustainable development, that is to say, more and more the consumers are demanding that the final result of a project contemplate the social, economic and environmental areas. According to the National Industry Confederation (CNI) and the Brazilian Chamber of the Industry and the Construction (CBIS), the goal for 2020 is that the constructions have an environmental performance 20% higher in comparison to the actual one, starting with an index defined by many indicators, such as: water consumption, energy, residues generation and social-environmental performance of the bought products. In this case, the theme of the project comes around the adequation of scholar institutions to the sustainable construction through simple changes of tecnologies and habits aiming the growth of the environmental eficiency of the enterprise and, consequently, the improve of sustainable practices inside the institution. Once the change is proposed, it will be furnished datas liable of reproduction for the adequation of others scholar institutions, according to it's necessity or interest. After the realization of the studies, it was possible to notice that the environmental performance of a scholar institution can be improved through the implantation of tecnologies of fast return in the investment, such as: flow reducers, rain water reuse system, green roof, retrofit of lamps and execution of a photovoltaic system. Besides the fast return of investment, the monthly economy of the applied tecnologies combined can reach 75% when compared to the actual spending with water and electric energy
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
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This work aims to evaluate a simple procedure for rainwater treatment by applying natural corn starch as primary coagulant for non-potable harvesting households. For this purpose, coagulation, flocculation and filtration were carried out in lab essays in samples of roof and floor catchment without first-flush. There were investigated corn starch dosages from 1 to 12 mg/L in pH values around 6,0. The apparent color and turbidity were measured and the results were statistically presented. Results pointed out reductions around 70 and 80% for apparent color and turbidity (residuals of 53Hu and 13Tu), respectively.
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This paper aimed to study the treatability of rainwater using natural coagulant tannin based. Assays were performed in laboratory scale and aimed to study the conditions most suitable for dosage and for pH of coagulation. Preliminary tests indicated that tannin concentration of 3% (m/m) prepared from the commercial solution presented the best set of results (84.3% of removal for apparent color and 82.51% for turbidity) compared to ferric chloride (66.25% of removal for apparent color and 67.82% for turbidity) and starch (73.68% of removal for apparent color and 67.19% for turbidity). The coagulation diagrams indicate that the best region for dosage ranges from 15 mg/L to about 37.5 mg/L and for pH ranging from about 6.5 to 7.5. The results indicate that the tannin based natural coagulant may be an alternative to conventional coagulants for rainwater treatment seeking non potable uses.
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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A estimativa da evapotranspiração de referência (ETo), usada no balanço hídrico, possibilita quantificar o armazenamento de água no solo, auxiliando no manejo da irrigação. O objetivo do trabalho foi comparar métodos mais simples de estimativa da evapotranspiração de referência com o método Penman-Monteith (FAO), nas escalas diária e de 5, 10, 15 e 30 dias, e mensal, para os municípios de Frederico Westphalen e Palmeira das Missões, no RS. Os métodos avaliados tenderam a melhorar a eficiência com o aumento da escala temporal de estudo, mantendo o mesmo desempenho para ambas as localidades. Os maiores e menores valores de ETo ocorreram nos meses de dezembro e junho, respectivamente. A maioria dos métodos subestimou os valores de ETo. Em qualquer escala temporal, os métodos de Makking e da Radiação FAO24 podem substituir o modelo de Penman-Monteith.
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Este proyecto consiste en la construcción de un sistema de sonido artesanal de 3 vías, su posterior estudio y su puesta a punto. El proyecto está concebido como una estudio teórico – práctico de un sistema de sonido que en particular servirá como base para la realización de una serie de talleres titulados “Construcción de un sound system”. Por lo que no pretende ser un extenso estudio sobre el sistema si no una guía donde se detallan los aspectos más importantes y a su vez entendibles a un amplio público. Se explican los principales modelos de cajas existentes, los aspectos más importantes de la construcción junto con un breve compendio de los materiales necesarios y los diferentes tipos de madera. Incluye también una evaluación de todas las partes del sistema con sus pros y sus contras, y finalmente un estudio donde se evalúa el comportamiento final del sistema. Por último se muestra la optimización del sistema además de las conclusiones y líneas futuras del proyecto. ABSTRACT. The project is about a self-construction three way sound system, further study and the tuning of the system. The project is conceived like a theoretical and practical study of a particular system which serve to develop a series of workshops titled “Sound system construction”. That's why is not intended to be a deep study of the system, if not a guide where the most important aspects are detailed and at the same time understandable for a non experts audience. The main acoustics boxes are explained as the more important construction aspects, together with a summary of the materials needed and the different types of wood. Evaluations of the different parts of the systems are included with their pros and cons, and finally a study where the final behaviour of the system is evaluated. Finally is showed how to optimize it, in addition to the conclusion and future lines of investigation.
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Tese de mestrado integrado em Engenharia da Energia e do Ambiente, apresentada à Universidade de Lisboa, através da Faculdade de Ciências, 2016
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A type of macro drainage solution widely used in urban areas with predomi-nance of closed catchments (basins without outlet) is the implementation of detention and infiltration reservoirs (DIR). This type of solution has the main function of storing surface runoff and to promote soil infiltration and, consequently, aquifer recharge. The practice is to avoid floods in the drainage basin low-lying areas. The catchment waterproofing reduces the distributed groundwater recharge in urban areas, as is the case of Natal city, RN. However, the advantage of DIR is to concentrate the runoff and to promote aquifer recharge to an amount that can surpass the distributed natu-ral recharge. In this paper, we proposed studying a small urban drainage catchment, named Experimental Mirassol Watershed (EMW) in Natal, RN, whose outlet is a DIR. The rainfall-runoff transformation processes, water accumulation in DIR and the pro-cess of infiltration and percolation in the soil profile until the free aquifer were mod-eled and, from rainfall event observations, water levels in DIR and free aquifer water level measurements, and also, parameter values determination, it is was enabled to calibrate and modeling these combined processes. The mathematical modeling was carried out from two numerical models. We used the rainfall-runoff model developed by RIGHETTO (2014), and besides, we developed a one-dimensional model to simu-late the soil infiltration, percolation, redistribution soil water and groundwater in a combined system to the reservoir water balance. Continuous simulation was run over a period of eighteen months in time intervals of one minute. The drainage basin was discretized in blocks units as well as street reaches and the soil profile in vertical cells of 2 cm deep to a total depth of 30 m. The generated hydrographs were transformed into inlet volumes to the DIR and then, it was carried out water balance in these time intervals, considering infiltration and percolation of water in the soil profile. As a re-sult, we get to evaluate the storage water process in DIR as well as the infiltration of water, redistribution into the soil and the groundwater aquifer recharge, in continuous temporal simulation. We found that the DIR has good performance to storage excess water drainage and to contribute to the local aquifer recharge process (Aquifer Dunas / Barreiras).
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O planeamento e gestão dos recursos hídricos é nos dias de hoje uma tarefa complicada, mas interessante e necessária, tendo em vista a satisfação de cada vez mais exigentes padrões de vida das populações e da qualidade do ambiente. Para que sejam possíveis escolhas e decisões judiciosas sobre a melhor forma de utilizar a água disponível, a sua gestão deve ser enformada por leis, actuações administrativas e disposições económico-financeiras, as quais determinam a necessidade da existência de sistemas institucionais competentes para as implementar. Sob o paradigma da sustentabilidade no contexto dos recursos hídricos, procedeu-se a uma avaliação do estado qualitativo das águas superficiais e subterrâneas do concelho da Ribeira Brava, quer a nível da distribuição de águas quer a nível das águas residuais. Inicialmente, caracterizou-se a região hidrográfica em estudo quanto aos aspetos geográficos, demográficos, socioeconómicos, bem como uma perspetiva quanto à caracterização hidrológica e geomorfológica da bacia hidrográfica a ser monitorizada. Posteriormente, apresentou-se, sob um manto teórico, o funcionamento de todo o sistema de abastecimento de água desde a captação até à sua devolução à natureza, passando pelas ETA, redes de distribuição e ETAR, passando a descrever-se a realidade em termos de infraestruturas existentes no concelho da Ribeira Brava. De seguida, procedeu-se à análise paramétrica temporal nas ETA e ETAR do concelho, cruzando esses dados com a legislação em vigor. Como etapa final, retratam-se as principais ilações quanto à monitorização efetuada, quer a nível de águas de distribuição, quer a nível das águas residuais, bem como se contribui com algumas recomendações, tendo em conta a manutenção e melhoria quantitativa e qualitativa da água no concelho da Ribeira Brava.