94 resultados para Ribeirão Claro e simulação de cenários
em Repositório Institucional UNESP - Universidade Estadual Paulista "Julio de Mesquita Filho"
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The project has as objective to adjust the model QUAL2K to “Ribeirão Claro” river to evaluate the behavior of OD and DBO when are simulated the following sceneries: (i) implantation of a hypothetic wastewater station treatment that treats all the effluent thrown nowadays in the body of water; (ii) increase of withdrawal flow of DAAE to public supply and (iii) increase of nowadays flow of wastewater throwing, being the two last caused for the population increasing. The results obtained allowed to conclude that the model QUAL2K presented a good adjustment to the variable OD and a reasonable adjustment to the variable DBO, being that the same was suitable to the simulation of the sceneries proposed.
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The evaluation of soil permeability throughout the weathering profile is one of the most important features to be considered in environmental studies. This study, developed from field testing and analysis of data obtained by geostatistical methods, aims at mapping the permeability around the Ribeirão Claro river. The intent is to simulate an accident with toxic liquids where soil permeability is of fundamental importance. Another purpose of the research was to determine the minimum time that, in the event of an accident, a possible contaminant to reach the water table level and be routed to the nearest drain, in this case, the Ribeirao V Claro river constitutes fundamental information. The studied area of approximately 4 km² is located within the UNESP-Rio Claro campus, consisting of colluvial soil from Fm. Rio Claro superimposed on residual soil of Fm. Corumbataí. The method used to determine the permeability is the concentric cylinders performed on a sampling grid with 64 points containing spacing of 5 meters EW and 10 meters NS. In the places of permeability tests were collected samples for laboratory determination of the percentage of fines. From particle size analysis was performed and analysis statistical and geostatistical on this data. The histogram was based on the statistical studies, and the semivariograms were based on geostatistical estimation methods. Based on the comparison between the maps and the data obtained, it was determined that the percentage of fines in colluvial surface soil has little influence on permeability, which the proximity to the Ribeirao Claro river, the eastern portion, a factor that influences the distribution of permeability values
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The purpose of this work was the inlay’s characterization from the water supply networks of Rio Claro-SP city; as well analyze the influence of network’s aging in the actual system. To do this, some samples of inlays were collected and made chemistry analysis and X-Ray Diffraction Spectrometry. The history of the source water quality was also analyzed, to make possible to known the origins of the inlays. To evaluate the performance of the network, some different scenarios have been simulated, varying the resistance coefficient of the water supply networks of Rio Claro-SP. The characterization results showed that there are basically oxide and hydroxide of iron (magnetite and goethite) and quartz in the inlays, which are materials of high hardness. The hydraulic simulations indicated that the simulated scenarios had a variation of ~2000% in terms of loss of energy
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
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This work aimed a better understanding of the annual cycle of Cyphocarax modestus in the reservoir of water captation of Ribeirao Claro stream. The growth parameters were estimated through the analysis of length distribution and the relationships among time of smaller growth, alimentary activity, fat accumulation and reproductive period were considered. Besides, the instantaneous rate of natural mortality was calculated. Monthly samplings were accomplished in the Ribeirao Claro stream, in the reservoir of water captation of Rio Claro city. For that, 50 m of wait net was used, with meshes of 1.5, 2.0, 2.5, 3.0 and 3.5 cm measured between adjacent knots. The ELEFAN I program was used to estimate the growth parameters, and its application was done using the FISAT program. It was also used the seasonal version of von Bertalanffy's growth curve. It was considered that the reproduction of C. modestus is annual and concentrated from December to February, allowing the identification of different modas in the distributions, an essential condition for the conduction of that analysis type. The estimated parameters were: K = 0.34/year, L [infinity] = 15.40 cm, C = 0.2, Wp = 0.6 and M = 0.949/year, with the identification of four cohorts. The physiologic sequence in the annual cycle of the specie could be noted when data of accumulated fat in the visceral cavity, alimentary activity, reproduction time and time of smaller growth were analyzed together. It was noted that with the beginning of the maturation of gonads, the energy resources stopped being invested in the growth and passed to be used for reproduction.
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
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Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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Não disponível
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Devido à alta ação antrópica em rios, lagos e mares, a ictiofauna sofre sérios impactos que podem prejudicar sua dinâmica populacional. No interior do estado de São Paulo, muitos municípios captam águas superficiais para o abastecimento urbano e lançam seus efluentes à jusante da captação. Pode-se dizer que o mesmo acontece com o município de Rio Claro. O presente trabalho de conclusão de curso avaliou os efeitos da poluição de despejos orgânicos sobre a diversidade da ictiofauna e a alimentação, a reprodução e o fator de condição de Astyanax fasciatus, levando em consideração a sazonalidade e a variação de parâmetros físico-químicos da água comparando dois pontos do Ribeirão Claro (Rio Claro – SP) no interior da “Floresta Estadual Edmundo Navarro de Andrade”: um à jusante da captação d’água da cidade (área menos poluída) e outro logo após o despejo dos esgotos (área mais poluída). Foram coletados no total 1274 exemplares distribuídos em 26 espécies de peixes nas quatro coletas realizadas. No ponto 1 – área menos poluída, foram coletados 1121 exemplares de 26 espécies nas estações cheia e seca. Na estação cheia foram capturados 401 indivíduos pertencentes a 19 espécies, enquanto que na estação seca foram coletados 720 indivíduos distribuídos em 24 espécies. No ponto 2 – área mais poluída, foram coletados 153 exemplares de 14 espécies. Na estação cheia, foram capturados 141 indivíduos distribuídos em 11 espécies, enquanto que na estação seca foram coletados 12 indivíduos pertencentes a 6 espécies. Dentre os parâmetros estudados, oxigênio dissolvido e coliformes fecais foram um dos mais discrepantes entre os dois pontos e entre as coletas, auxiliando assim, na caracterização do ambiente estudado. No ponto 1, o valor de oxigênio variou de ...(Resumo completo, clicar acesso eletrônico abaixo)
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O presente trabalho tem como objetivo descrever a estrutura fitossociológica do estrato herbáceo, de diferentes manchas que definem o mosaico da vegetação de um trecho do Ribeirão Claro e seu afluente Jardim Bandeirantes, analisando a diversidade das comunidades no tempo e no espaço, a dominância e a distribuição das espécies, estabelecendo relações com variáveis ambientais edáficas (umidade, pH e teor de matéria orgânica) e microclimáticas (luminosidade, cobertura de dossel e declividade), a fim de estudar a estrutura, composição e os processos sucessionais desta fitocenose. Foram definidas 13 manchas de vegetação como foco de estudo, em cada uma foram dispostas 6 parcelas de 5x5m perfazendo uma extensão de 30 m perpendicularmente ao rio. No interior das parcelas foram levantadas todas as formas de vida vegetais abaixo de 1,5m de altura, aplicando-se um método de avaliação de cobertura (método do toque), onde a amostragem foi realizada em intervalos de 0,5m. Os indivíduos foram amostrados com indicação do seu hábito e classificação taxonômica. As quantificações foram realizadas tanto no período chuvoso quanto no período seco, com a finalidade de entender a dinâmica sazonal dessa comunidade. A comunidade estudada apresentou variação em sua composição e estrutura no que se refere às estações seca e chuvosa. Os parâmetros ambientais analisados mostraram uma heterogeneidade física nas fisionomias descritas, o que pode estar contribuindo para a diferenciação na distribuição das espécies amostradas em cada fisionomia. Com base no inventário realizado, envolvendo a vegetação marginal do trecho estudado do Ribeirão Claro e seu tributário Jardim Bandeirantes, em duas estações distintas, os dados mostraram maiores variações da cobertura herbácea nas fitocenoses em estágios sucessionais mais avançados... (Resumo completo, clicar acesso eletrônico abaixo)
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Watersheds are considered important study units when it comes to environmental planning, with regard to the optimal use of water resources. Water scarcity is predicted and feared by many societies, and proves to be an increasingly tangible problem nowadays. Still from the perspective of extreme events, this dissertation considers the study of flood waves in the sub-basin of the stream Claro, which belongs to the Corumbataí watershed. - SP, since thay can also have devastating effects for the population, A Decision Support System for Flood Routing Analysis in Complex Basins, ABC 6 software was applied in order to obtain hydrographs and peak flows in the sub-basin of the stream Claro, for return periods of 10 and 100 years, aiming to comprise events of different magnitudes. The model Soil Conservation Service (SCS) and the triangular SCS hydrograph were adopted for the simulations. Simultaneously, the Kokei Uehara method was applied for the obtainment of peak flow values under the same conditions, seeking to compare results. Data collection was performed using geoprocessing tools. For data entry in ABC 6, the fragmentation of sub-basin of the stream Claro was necessary, which generated 7 small watersheds, in order to fulfill a software demand, as the maximum drainage area it accepts is 50km² for each watershed analyzed. For RT = 10 and 100 years, respectively, the results of peak flow with use of ABC 6 were 46.10 and 95.45 m³/s, while for Kokei Uehara method, the results were 47.17 and 65.26 m³/s. The adoption of a single value of discretization time for all watersheds was indicated as limitation of ABC 6, which interfered in the final results. Kokei method Uehara considered the sub-basin of the stream Claro as a whole, which reduced the error accumulation probability
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Pós-graduação em Engenharia Civil e Ambiental - FEB
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The purpose of this research was to present the principles for the implementation of a future water body classification program at the UGRHI-1 (Management Unit of Water Resources-1/São Paulo, Brazil) using qualitative and quantitative water modeling. Our study area was in Campos do Jordão, a city in the state of São Paulo, specifically in the Perdizes river watershed, which is included in the UGRHI-1. The water quality assessment used a modeling mehtodology that can support a future study for the classification of water bodies in the region. The behavior of DO and BOD parameters was assessed in the water quality scenarios, considering the variations of flows, loads, reductions in withdrawals and different efficiencies in sewage treatment. The model used was QUAL2E developed by USEPA (United States Environmental Protection Agency) that received a new graphic interface named QUAL2R model. The reference flows Q7,10, Q95% and Qm used were obtained through the DAEE (Department of Water and Electric Energy) hydrologic regionalization method. It was noted that of the 9 proposed scenarios, only scenario 6 that was predicted in the flow regime Qm with the existence of a treatment system capable of removing 93% of the BOD, in the Perdizes River remained 67.5% of the time in class 2. Scenario 8 predicted a 50% reduction in In scenario 8 a reduction of 50% in the flow captured in CA-04, associated with the efficiency of 93% of BOD removal keeping the river in class 2. In scenario 9 the minimum required efficiency in sewage treatment in the flow regime Q95% for keeping the river in class 2 was also calculated and the value of 94.7% was obtained.