Propostas de Adequação Ambiental para a Cidade da Criança de Presidente Prudente - SP

The environmental issue has been considered of fundamental importance for the well being of the present and future generations and is inserted into the commitment of political parties at federal, state and municipal government programs, into the interests of popular organizations and business planning. The Parque Ecológico Cidade da Criança is one of the most sought after places for visitation at Presidente Prudente – SP. Located outside the Raposo Tavares Highway, next to the exhibition grounds and beside the agricultural school, has more than 30 acres of area with an infrastructure designed for recreation and leisure activities for all ages and has received new investment of the public power. Given the importance of the ecological aspects, the objective of this work is to perform an environmental diagnosis in order to be able to submit proposals for solving the problems encountered and improve the use of the environmental resources. Therefore, the study was divided into three foci: sewage disposal, erosion process and control of the stormwater drainage system. It was checked the discharge of sewage from the restaurant on exposed soil, erosion processes that develop at the camel and llama cages ground and erosion processes resulting from the convergence of the stormwater in the highest region of the park. Based on these studies, proposals of solution were made for each case, having considered the effectiveness of the project

População e áreas de risco: o caso das inundações na área central de São José do Rio Preto-SP

The problem of flooding in urban areas exist in many cities and their causes are as varied as the areas of occupancy or Valley weatherproofing Fund areas of infiltration in the drainage basin. The anthropic activity come triggering changes and impacts on the environment for a long time, and there is a growing need to come up with solutions and strategies that minimize and reverse the effects caused these risk areas. Thus, the present work will address the case study in São José do Rio Preto-SP that is an exception, since the area that is considered of risk lies in the Centre, unlike most lying on the outskirts. This will also analyze the processes of urban expansion and the situations of social and environmental vulnerability, including their interrelations in urban scale. The physical study of the area will serve as an important basis for the work, but it will focus mainly on the population and the problems which this is being in hazardous areas. We will not join a single methodology, wharever, we will follow our knowledge to adapt what we feel that fits better, every time. The importance of this study is that in addition to identifying the problems which the local population suffers with floods, lists measures that minimize the environmental impacts arising through the fostering of public policies

Reconstrução paleogeográfica da área da bacia do rio Jequitaí - MG

Os solos, assim como as rochas, materiais inconsolidados e regolíticos, apresentam propriedades e características específicas, relativas a seus ambientes de formação. A partir de então o solo torna-se uma fonte de informação de toda a história evolutiva de uma região em seus mais variados parâmetros. Uma das formas de entender essa evolução dinâmica da paisagem é gerando um modelo de paleosuperfícies a partir da interpolação de confluências de drenagem. O trabalho objetivou reconstruir a paleogeografia da área inserida na bacia do Rio Jequitaí, a partir do Método de Isobases Confluentes, procurando analisar e identificar a evolução dos solos. A área está localizada na região centro-norte de Minas Gerais, sendo o Rio Jequitaí um afluente do Alto Rio São Francisco. O trabalho consistiu, na primeira etapa, em levantamento biblio/cartográfico da área em estudo. Durante esse levantamento, além de detectar as características físicas, bióticas e sócio-econômicas de modo a completar, reorganizar e adequar as informações da área, foi levantado um banco de dados base para a geração das Isobases, o qual foi constituído por modelos digitais de elevação (DEM) do programa ASTER e de dados vetoriais da principal rede de drenagem da bacia do Jequitaí. Na segunda etapa, as paleosuperfícies foram geradas usando aplicativos do programa ArcGis da ESRI. O produto final são as proto-superfícies para cada ordem de confluência. Assim no término do trabalho tem-se uma reconstrução da paleopaisagem correspondente, bem como das pro-estruturas equivalentes às condições de equilíbrio dinâmico daquele momento. A partir dos resultados obtidos foi possível concluir que a metodologia das Isobases Confluentes permite correlacionar os dados palinológicos, geocronológicos e geomorfológicos obtidos durante o estudo, para a reconstrução dos ambientes... (Resumo completo, clicar acesso eletrônico abaixo)

Determinação de manganêsem águas no entorno de minerações de urânio

The studies of this work aimed to determine the labile fractions of manganese (Mn) in natural and drainage water samples collected around the Osamu Utsumi uranium mine, located in the municipality of Caldas, south-central region of Poços de Caldas- MG, using the technique of diffusion gradient in thin films (DGT). The DGT devices were mounted with Chelex-100 resin, polyacrylamide-agarose hydrogel (conventional porosity) and cellulose acetate membrane. The device were deployed up to 48 hours in six water samples collected from different areas around the uranium mine (075, 076, 022-E, 025-E, 014, and 041). The DGT devices immersed in each sample were gradually removed after 4, 8, 12, 24 and 48 hours. The pH of the samples ranged from 3.0 to 10.5, which influenced the lability and the sampling of the analyte by the Chelex-100 resin. The results showed a linear relationship between accumulated mass and sampling time (immersion curve) for samples 014 and 025-E (pH between 6 and 8) suggesting the ability of the DGT technique for sampling the analyte. The results obtained for samples 075 and 076 (pH<5) and samples 041 and 022-E (pH around 10) were characterized by nonlinear relationships. The values obtained by DGT were compared with Solid Phase Extraction (SPE) technique using Chelex-100. For samples 014 and 025-E, there was a good agreement between the results obtained by both techniques

Proposta de recuperação e manejo de nascente em área rural do município de Álvares Machado – SP

The lack of proper planning in intervention works of runoff water on rural properties and rural public roads leads to economic damage and loss of environmental quality. The impact of the action without technical base is soil erosion, siltation of water sources, loss of the quality and availability of water, invalidating areas for cultivation and livestock. The conservation of headwaters requires beyond regeneration of the environmental characteristics the repair and management of the degraded watercourse in order to control erosion. This graduate work in Environmental Engineering from Universidade Estadual Paulista Julio de Mesquita Filho - UNESP Presidente Prudente proposes a headwater recuperation and management in rural area of Álvares Machado municipality, São Paulo State, through the method of deep drainage applied to the case of a rural road near the outcrop of water. This technique consists in the installation of draining structures in sub-areas of the road surface, or sub-gutter and/or in the platform border in order to conduct the underground flow of water and reduce the loss of sediment in water flow. Therefore, was performed a historic study of use and occupation of land in the municipality of Álvares Machado, portraying transformations of the landscape caused by human action. Geology, geomorphology, pedology and hydrogeology data were collected from the study area in order to establish the conditions that led into the current situation of degradation and formulate an effective intervention strategy for civil works

Caracterização do grau de impermeabilização relativa das vertentes de uma bacia hidrográfica urbanizada: o exemplo do Córrego da Servidão - Rio Claro (SP)

The expansion and growth of towns affect the hydrology of watersheds included in the urban environment, impacting mainly the slopes and river channels. This interference can be in soil waterproofing, the runoff of rainwater, the extinction of surface drainage, the dynamics of flooding processes, etc. For studies concerning the hydrological behavior of watersheds, Remote Sensing techniques have been used to support the acquisition and analysis of data and also to generate new information from the integration of these data. In this context, the study aimed to characterize scenarios and conduct comparative analysis of urban occupation of parts of watershed the Córrego da Servidão, in Rio Claro (SP) and analyze the degree of waterproofing on the ground. With the support of the soil categories of waterproofing listed in Soil Conservation Service (S.C.S / USDA) this analysis was conducted, considering the scenarios of 1958 and 2006, through processes of interpretative analysis of panchromatic and color images aerofotogramétricas. The analysis, data integration and mapping of the watershed area were conducted in an environment of a Geographic Information System (GIS). Maps were obtained to characterize land cover in the watershed, showing the evolution of urban occupation, as well as indicating the densely built and waterproofed

Mapeamento geoestatístico da permeabilidade superficial no entorno do Ribeirão Claro: e simulação da possibilidade de sua contaminação

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

Análise morfométrica da alta bacia do rio Jacuí

This course conclusion project is linked to the work of the research group at the Chronology and Chronometry Center of UNESP-Rio Claro and also proposes the application of morphometric analysis techniques of the drainage network, by applying Slope Index Value and Extension methods and also the application of longitudinal profile in the far east of the southeast region, more precisely on the border between the states of São Paulo and Rio de Janeiro, in the geomorphological sub-zone of Serra da Bocaina. The research was conducted in the watershed of Jacuí river, in order to outline neotectonical influences and structural controls on the landscape configuration, and also sort the drainage network in relation to the proposed standards in the literature so far today

Caracterização estrutural da Zona de Falha da Cachoeira

Este trabalho apresenta a Caracterização Estrutural da Zona de Falha da Cachoeira na região compreendida entre as cidades de Jundiaí e Monte Mor no estado de São Paulo. A Zona da Falha da Cachoeira constitui um importante alinhamento estrutural de direção NW no Embasamento Cristalino e adentra-se no mesmo sentido na Bacia do Paraná afetando os sedimentos paleozóicos. Para a investigação da Zona de Falha foi necessária a definição das características geológico-estruturais e tectônicas da área. As análises macro e mesoscópicas indicam forte estruturação de relevo e dos alinhamentos de drenagem para direção NW-SE e subordinadamente para NE-SW. A zona de falha é marcada pela presença de rochas com texturas miloniticas, cataclásticas e trama de cristais isorientados não deformados. Falhas normais, transcorrentes dextrais, sinistrais foram identificadas e suas análises permitiram inferir um quadro evolutivo para a zona da Falha da Cachoeira, onde as falhas de direções NW-SE antigas relacionadas à paleotectônica e a formação das rochas miloniticas e cataclásticas , as NE-SW aos falhamentos normais da tectônica distensiva do sistema rifts do Sudeste Brasileiro que geraram os depósitos terciários e as falhas normais NW-SE a aos movimentos transcorrentes neotectônicos.

Análise de patologias de estradas vicinais para proposta de intervenção mínima visando a sua perenização

The unpaved back roads, despite their simplicity, are of paramount importance to the municipalities that their economy basis are in agri-livestock and a large portion of their population lives in rural areas, as it is from these pathways that flow of production is performed and ensuring access of the rural population to urban centers is allowed. Aiming the importance of these rural roads, this work studies the case of pathologies found in local roads of São Luiz do Paraitinga, located in the Vale do Paraíba upstate São Paulo, due to lack of a periodic maintenance program the roads not withstood the heavy rains late in the year 2009 and early 2010, generating major impacts on society and the economy of the city. From surveys conducted in the field, it was analyzed the various pathologies found (pathology drainage, slope and platform) checking also the nature of their occurrence, therefore propose solutions for intervention in rural roads, to decrease the susceptibility of these roads during the rainy season

Caracterização estrutural da Zona de Falha de Cássia-MG

A Zona de Falha de Cássia constitui um feixe de falhas de direção preferencial NW-SE e aproximadamente 2 km de largura. Dados de campo, petrográficos e microestruturais evidenciam uma longa história deformacional da zona de falha. Assim, foram caracterizadas três fases de atividade/movimentação da Zona de Falha de Cássia. A primeira fase (précambriana) é caracterizada por deformação em regime dúctil, acarretando na geração de milonitos formados em condições metamórficas de fácies xisto verde. Este é o estágio de formação da falha, apresentando caráter transcorrente oblíqua, com movimentação sinistral inversa. A segunda fase corresponde a uma reativação da zona de falha como uma falha normal, com bloco alto a NE e bloco baixo a SW da referida estrutura. Seu registro é dado pela ocorrência localizada de brechas e cataclasitos. Este episódio de deformação eminentemente rúptil é correlacionado com o Soerguimento do Alto Paranaíba, o que indica movimentação da falha no Neocretáceo. A terceira e última fase é marcada pela formação de depósitos sedimentares plio-pleistocênicos compostos por brecha sedimentar de leques aluviais e sedimentos argilosos lacustres. Tais depósitos são interpretados como originados pelo represamento da drenagem subatual e conseqüente mudança do nível de base local, em decorrência de uma reativação da Zona de Falha de Cássia. O referido pacote sedimentar apresenta-se localmente cortado por fraturas, zonas brechadas e falhas, caracterizando atividade neotectônica na região. Além disso, foi mostrada a forte influência da zona de falha no desenvolvimento da paisagem da região, sendo constatada a inversão do relevo e da drenagem na área estudada.

Mensuração e análise do ph salivar em pacientes com hiperidrose submetidos a cirurgia de simpatectomia videotoracoscópica

The study was performed to verify if there are changes in salivary pH in patients with hyperhidrosis who were treated by Videothoracoscopic Sympathectomy. Twelve patients underwent sympathectomy with clamping the sympathetic chain along the vertebrae T2, T3 and T4, under inhalation and intravenous general anesthesia and with drainage of pneumothorax through probe N° 16. These patients had their saliva collected 1 day before and 7 days after surgery for measurement of pH by the colorimetric method with indicator paper. All patients showed no sign or symptom of hyperhidrosis in the immediate postoperative period, which demonstrates the success of sympathetic denervation on these levels. No patient had compensatory sweating and there was no post-operatively surgical complication. No drug or substance has been administered to patients for the study. The pH results obtained were analyzed using test ´´t´´ Student. Although the average pH in samples obtained after surgery was lower than the preoperative, the test revealed no statistically significant difference (p = 0.181). It is concluded that sympathectomy, an excellent therapeutic and definitive method for hyperhidrosis, does not alter the salivary pH, and so, did not influence the cariogenic process

Avaliação da estratégia de controle de enchentes através de reservatórios de detenção de águas pluviais na sub-bacia do Alto Tietê - São Paulo

A rápida expansão do espaço urbano no Brasil ocorreu e continua ocorrendo, geralmente, de forma desordenada e sem perspectivas imediatas de ordenação das práticas de uso e ocupação do solo. O planejamento da ocupação do espaço urbano, baseado na racionalidade capitalista, embora englobe fundamentos interdisciplinares, na prática tem sido realizado dentro de um âmbito mais restrito do conhecimento, desconsiderando aspectos fundamentais dessa dinâmica. Essa situação tem resultado em grandes transtorno e custos para a sociedade e para o meio ambiente, atingindo diretamente os sistemas de drenagens urbanos e resultando no crescimento dos eventos de cheia. Assim, o planejamento urbano vem buscando alternativas que possibilitem o alcance do desenvolvimento urbano sustentável. Neste sentido, este trabalho objetiva avaliar qualitativamente a implantação reservatórios de detenção implantados no alto curso da sub-bacia do Alto Tietê, de modo a avaliar os problemas apresentados através da realização de um inventário dos avanços atingidos na incorporação destas medidas no gerenciamento dos sistemas de drenagem nesta subbacia.

Análise geoambietal para o planejamento de obras civis lineares: uma abordagem por sensoriamento remoto orbital

Construction of linear engineering as, roads, ducts and multiducts as roads, has a strong feature of the diversity of land on which they are deployed. This diversity involves properties geological, geomorphological and structural variety. The purpose of this work is to characterize the physical environment in relation to their ability to support the implementation of civil works linear. To achieve this, the use of orbital remote sensing, in this case, Landsat - TM. Interpretative techniques are applied to images in order to assess the forms of relief and drainage found that they can set properties and have built a favorable meaning or not to implement these works. The results and thematic maps presented in this study allow us to promote the geoenvironmental analysis for the planning phase sustainable linear civil constructions (roads and multiducts)

Subsídios para implantação de trincheiras de infiltração na área urbana de Rio Claro/SP

The purpose of this work is to study the theme “infiltration trenches” in some of its main aspects, such as sizing methods and parameters related to this, in order to subsidize the installation of these structures in the urban area of Rio Claro/SP. For purposes of sizing, the “rain-envelope method” was used for its simplicity and direct application from the local characterization data and the IDF (intensity-duration-frequency) curve data. The method bases on the determination of the tributary volume of input and output device. The curve of values accumulated over time of the volumes tributaries to the device, which is built on the flow rates obtained from the local IDF curve, is compared with the value curve of his effluent volumes determined from the flow characteristics obtained from the infiltration soil. The maximum difference between the curves is the volume sizing. Five locations were chosen in the urban area of Rio Claro for implementation of these devices, considering the soil type, hydraulic conductivity of each area and lot size according to the Master Plan of Rio Claro. This work also presented an estimated reduction of the runoff in urban lots by using infiltration trenches.