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[en] CORRELATION ANALYSIS BETWEEN LAND COVER CHANGES AND HYDROLOGIC BEHAVIOR IN RIVER CACHOEIRA WATERSHED - RJ / [pt] ANÁLISE DE CORRELAÇÃO ENTRE ALTERAÇÕES NA COBERTURA VEGETAL E O COMPORTAMENTO HIDROLÓGICO NA BACIA HIDROGRÁFICA DO RIO CACHOEIRA - RJRODRIGO JOSE COELHO PEREIRA 20 February 2013 (has links)
[pt] O presente trabalho teve como unidade de estudo a bacia hidrográfica do
rio Cachoeira, localizada na vertente sul do Maciço da Tijuca, município do Rio
de Janeiro. O objetivo geral do estudo foi analisar os efeitos das alterações na
cobertura vegetal dessa bacia sobre seu comportamento hidrológico. As
componentes hidrológicas selecionadas para análise foram a evapotranspiração
real e a vazão média na exutória da bacia. Através do método do balanço hídrico
de Thornthwaite e Mather, aplicado de forma sequencial, foi estimada uma série
mensal de evapotranspirações reais da bacia. Foram utilizados nesse método de
balanço hídrico dados de temperaturas médias do ar e totais precipitados na
região. A série de vazões médias na exutória da bacia foi obtida utilizando-se
como referência as estações fluviométricas Capela Mayrink e Itanhangá, ambas
situadas no interior da bacia. Por meio de tecnologias de geoprocessamento e
sensoriamento remoto foram mapeadas dez imagens do satélite Landsat-5/TM,
estimando-se assim as alterações ocorridas na cobertura vegetal da bacia.
Finalmente buscou-se estabelecer correlações entre as variações da cobertura
vegetal e das componentes hidrológicas selecionadas. O resultado obtido para a
evapotranspiração real foi satisfatório, indicando uma relação direta com a
dinâmica da cobertura da bacia. Entretanto não foi possível estabelecer para a
vazão média uma correlação de qualidade semelhante. Através desse estudo
adquiriu-se um melhor entendimento sobre a influência da variação da cobertura
vegetal no comportamento hidrológico da bacia hidrográfica do rio Cachoeira. / [en] The general objective of the study was to analyze the effects of land cover
changes on hydrological processes of the Cachoeira river watershed. The
hydrological components selected for analysis were the real evapotranspiration
and the mean flow at the exutory of the watershed. Through the Thornthwaite and
Mather water balance method, applied sequentially to the period between 1997
and 2010, a monthly series of real evapotranspiration was established. The choice
of this method was based on the compatibility of the data required by the method
with the hydrometeorological available data.
Monthly series of average air temperatures and total precipitations was
used to calculate the water balance of Thornthwaite and Mather. The average air
temperature data were obtained from the pluviometric station Alto da Boa Vista,
located around the watershed. In order to obtain a complete and consistent data
series of average air temperatures, a correlation was established of these data with
the data from the climatological station of the city of Rio de Janeiro. Through this
correlation was possible to confirm the consistency of the series of air
temperatures and fill any gaps from 1997 until the year 2010. In this period the
monthly series of average air temperatures had a mean of 22,1 Celsius degrees, ranging from a
maximum of 27,5 Celsius degrees and a minimum of 17,8 Celsius degrees. The pluviometric data used as reference for the average rainfall over the Cachoeira river watershed, was
recorded at the pluviometric station Capela Mayrink, located within the
watershed. The consistency of this series has been verified before the other
pluviometric stations around the watershed by the method of the double mass, which could confirm the consistency because no deviations were found in the
precipitation behavior over time. The average annual precipitation over the
watershed was 2.181 mm.
The highest estimated values of real evapotranspiration were found in the
rainy season, between December and March. The estimated average value of
annual real evapotranspiration during the studied period was 1.056 mm, ranging
between 1.007 mm and 1166 mm. This average value corresponds to
approximately 50 per cent of total annual precipitated, in other words, it is indicated that
half of the precipitation over the watershed would return to the atmosphere by the
processes of the hydrological cycle. Besides the real evapotranspiration, the water
balance also provided an estimation of the water extract of the watershed,
calculating components as water deficit, water surplus and soil water storage.
The mean monthly flow series at the exutory of the watershed was
obtained by referencing the data recorded at the fluviometric stations Capela
Mayrink and Itanhangá, both located within the watershed. The data from these
stations have gone through a consistency analysis, where their fluviometric levels
were verified together and their rating curves were elaborated to represent an
adequate adjustment to their liquid discharge measurements. After the consistency
analysis, the fluviometric levels data were transformed into flows, through the
rating curves. The methodology adopted to generate the flow series at the exutory
of the watershed consisted primarily in the extension of the flows series at
Itanhangá station through correlation with the flows at Capela Mayrink station.
Subsequently, the extended flow series at Itanhangá station was transferred to the
exutory location by proportionality between drainage areas. Due to the lack of
local data, it was not possible to obtain a mean monthly flow series without gaps.
The comparison of the flow data with the precipitation data, obtained for
the Cachoeira river watershed, showed a coherent behavior over the years. The
annual variation of rainfall in the watershed was accompanied by the flow.
It was possible to estimate the changes in land cover during the period
from 1988 to 2010 using geoprocessing and remote sensing technologies,
available at the extension Spatial Analyst Tool from the software ArcGIS 9.3. In
order to obtain this data, a geographic information system was developed for the
Cachoeira river watershed, composed by a digital terrain model, obtained from the
Shuttle Radar Topography Mission (SRTM), and by ten digital images obtained from the satellite Landsat-5/TM, spaced in average every two years during the
studied period.
The digital terrain model was used to generate the information grids of
Flow direction and Flow accumulation. Through these grids, the watershed and
the drainage areas of the fluviometric stations could be automatically delineated.
The delimitation of the fluviometric stations drainage areas was done in order to
verify the official areas mentioned in the inventory stations of the Brazilian
National Water Agency. Although the calculated values did show differences in
comparison with the official ones, they were used in the study, considering that
the relative errors are minimized when using the same geographic basis.
Initially the application of digital processing techniques on satellite images
consisted of a combination of bands 5, 4, 3, to form the color composite R, G, B.
All images were georeferenced at the same control points in the UTM projection
system, using the Datum WGS-84, Zone 23 South. Subsequently the images were
classified using the supervised classification maximum likelihood. To characterize
the dynamics of land cover over time, two thematic classes were chosen: Forest
Area, which has forest cover and others natural features not modified by human
activities and Non-Forest Area, which includes urbanized areas and most areas
that original feature has been changed as a result of human activities and. The
signature samples collected for each training were simple and spatially well
distributed, within the region of the studied watershed.
Since the supervised classification was an automatic process, the thematic
products generated showed errors, identified as isolated cells outside the context
of the classes, which left the areas fragmented. In order to work around these
errors and provide uniformity of the mapped classes a post-classification process
was done on the images by applying a majority filter, which replaces isolated cells
based on the majority of their contiguous neighboring cells. Even so, a small
portion of the thematic products still showed classification errors, so they were
manually edited to become more representative. Ten thematic maps of land cover
for the Cachoeira river watershed were generated as products of these processes.
The validation of each thematic map classification was verified through the
confusion matrix. Considering that only two thematic classes with distinct
characteristics were used, the performance of the confusion matrix was
tendentious and insufficient to ensure the accuracy of the classification. In order to evaluate the quality of the thematic maps obtained, the thematic map generated
for 2010 was compared with the official one, provided by the Municipal
Secretariat of Environmental of Rio de Janeiro (SMAC). This comparison could
validate the consistency of the thematic map of 2010, believing that the other
thematic maps also represent an estimate of the land cover reality from past
period.
The ten thematic maps could estimate the history of land cover changes on
the Cachoeira river watershed. It was observed at the maps that there were
changes in the shape of the occupation of the watershed, however, in accordance
with the estimated percentages, the evolution of land cover in the watershed had a
steady behavior over the years. The consecutive differences found did not exceed
the order of 3 per cent.
Finally, correlations were established between the variation of the areas
with forest coverage and the variation of the selected hydrological components.
The result obtained at the real evapotranspiration correlation was satisfactory,
which indicates a direct relationship between this hydrological component and the
watershed land cover dynamic. However it was not possible to establish a
correlation of similar quality with the mean flow.
This study could contribute as an exercise to aggregate knowledge about
the influence of land cover on hydrological processes over time.
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[en] LONG MEMORY MODELS TO GENERATING STREAMFLOW SCENARIO / [pt] MODELOS DE MEMÓRIA LONGA PARA GERAÇÃO DE CENÁRIOS HIDROLÓGICOS SINTÉTICOSGUILHERME ARMANDO DE ALMEIDA PEREIRA 15 September 2011 (has links)
[pt] Este trabalho tem como objetivo o estudo das séries de energia natural
afluente (ENAs) por meio de modelos de memória longa, no intuito de gerar
cenários hidrológicos sintéticos. Séries temporais com memória longa são
definidas como séries que apresentam persistente dependência entre observações
afastadas por um longo período de tempo. Inicialmente procedeu-se uma análise
exploratória através da qual foi possível encontrar características de série
temporais com longa dependência. Os modelos empregados nesta dissertação
foram os SARFIMA (p,d.q)x(P,D.Q)s em que os parâmetros dˆ e Dˆ assumem
valores fracionários, para que seja possível a incorporação de efeitos de longa
dependência e/ou cíclicos. Também foi utilizada a técnica de computação
intensiva bootstrap em diversas etapas, dentre elas a construção de um teste não
paramétrico para significância dos parâmetros fracionários, assim como bootstrap
nos resíduos do modelo para a geração de séries hidrológicas sintéticas. Para
averiguar a adequabilidade dos cenários gerados, foram realizados testes
estatísticos de igualdade de médias, igualdade de variâncias, testes de aderência e
análise de sequências. Por meio destes, pode-se concluir que os modelos
empregados nesta dissertação conseguiram reproduzir de maneira satisfatória o
histórico disponível de ENAs. / [en] The aim of this thesis is to study the series of natural energy surging (NES)
through long memory models, whose interest is to fit models capable of
generating synthetic hydrological series. Time Series with long memory are
defined as a series which have persistent dependence between observations
separated by a long period of time. Firstly, we proceed to the exploration analysis
where we found particulars of long memory time series. The models employed is
this work were SARFIMA (p, d, q)x(P, D,Q)s where parameters d and D
assume fractional values so as to incorporate long memory and/or cycles effects. It
was also used a intensive computational technique called bootstrap in various
stages, among them the construction of a non-parametric test for the significant of
fractional parameters and the bootstrap in the residual models for generating
synthetic hydrological series. In order verify the accuracy of the scenarios
generated, statistical tests were performed for equal means, equal variance,
adherence test and sequence analysis. Through these, we can conclude that the
models used in this thesis could satisfactorily reproduce the history of natural
energy surging available.
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[en] COUPLED NUMERICAL ANALYSIS OF WATER FLOW APPLIED TO SUPERFICIAL AND UNDERGROUND HYDROLOGY / [pt] ANÁLISE NUMÉRICA ACOPLADA DE FLUXO APLICADA À HIDROLOGIA DE ÁGUAS SUPERFICIAIS E SUBTERRÂNEASNATALIA FARIA TAVARES 16 May 2018 (has links)
[pt] O objetivo principal do trabalho consiste na análise de problemas de fluxo sob uma ótica integrada através de simulações numéricas. Tal perspectiva vêm ganhando grande atenção por parte de profissionais da área, pois permite uma abordagem mais representativa dos processos da natureza. O programa utilizado, Mike SHE, desenvolvido pelo Instituto de Hidráulica Dinamarquês, é criado num esquema determinístico e distribuído e utiliza o método das diferenças finitas como solução. O programa simula o fluxo na superfície, canais e nas zonas saturada e não saturada. No primeiro exemplo, simulou-se a interação entre um aquífero de baixa profundidade e um rio. No segundo, verificou-se a resposta do escoamento superficial
submetido a variações metereológicas e fisiográficas. Ambos casos foram validados por soluções analíticas. No terceiro, realizou-se uma simulação integrada em uma escala regional para compreensão da resposta dinâmica entre os diversos armazenamentos e através de uma ferramenta de pós- processamento, calculou-se o balanço hídrico. Por fim, avaliou-se a resposta da bacia hidrográfica do Quitite e Papagaio, localizada no maciço da Tijuca, Rio de Janeiro, mediante registros de picos de precipitação anuais. As análises integradas foram satisfatórias comparando-se a modelagens individuais. O acoplamento é explícito, permitindo a inserção de passos de tempo convenientes com cada ambiente. Por fim, a abordagem integrada permitiu que os modelos dos quatro casos fossem calibrados de acordo com parâmetros de cada ambiente hidrogeológico, aumentando a confiabilidade das simulações. / [en] This master thesis aims the analysis of flow problems under an integrated approach through numerical
flow modelling. The relevance of this perspective has been increasing steadily, since it allows a more representative assessment of the nature processes. The program used, named Mike SHE, developed by the Danish Hydraulic Institute, was created in a deterministic and distributed approach solved by finite difference method. The program is comprised of modules, each representing a storage: surface, channels, vadose and saturated zone. The first analysis comprise the interaction between an aquifer of low depth and a river. In the second example, it was verified the response of flow in a surface subjected to variation of physiografic and metereological parameters. Both examples were validated with analytical solutions. In the third case, an integrated simulation was carried on in order to understand the dynamic feedback generated between the storages and through a post-processing tool the water balance was calculated. The last example, assess the response the Quitite and Papagaio basin, located in the Tijuca s massif in the city of Rio de Janeiro, over high precipitation rate. The results were satisfactory in comparison of an individual
flow analysis. The coupling is explicit, allowing the input of suitable time steps for each storage. Lastly, the integrated approach allowed the model setup in the four cases to be calibrated under parameters of each storage, enhancing the reliability of them.
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[en] HISTORICAL SOCIOENVIRONMENTAL CHANGES AND GEO-HIDROECOLOGICAL RESULTANTS IN MANAGEMENT AREAS (QUILOMBO DO CAMPINHO DA INDEPENDÊNCIA, PARATY, RJ). / [pt] MUDANÇAS SOCIOAMBIENTAIS HISTÓRICAS E RESULTANTES GEO-HIDROECOLÓGICAS EM ÁREAS DE MANEJO (QUILOMBO DO CAMPINHO DA INDEPENDÊNCIA, PARATY, RJ)JOANA STINGEL FRAGA 29 December 2021 (has links)
[pt] O litoral sul fluminense vem passando por muitas mudanças desde a abertura da rodovia Rio-Santos na década de 1970, o que provocou diversos conflitos socioambientais em decorrência de um intenso processo de especulação imobiliária. Em paralelo, a criação de diversas unidades de conservação restringiu práticas das comunidades tradicionais locais e reorganizaram de diversas formas seus territórios. No ano de 2014, a crise hídrica do sudeste brasileiro afetou também comunidades rurais em Paraty, entre elas, a comunidade do Quilombo Campinho da Independência localizada na bacia do rio Carapitanga. Buscou-se compreender se a crise hídrica local se deu em decorrência unicamente de uma variabilidade climática ou se foi potencializada por mudanças socioambientais recentes. Sendo assim, foram analisados os processos sociais históricos que conduziram às mudanças de uso do solo na região, tendo como foco as comunidades quilombolas e suas formas de resistência e adaptação aos diferentes contextos históricos. Em seguida, foram analisadas variáveis ambientais locais como a distribuição histórica da precipitação na bacia do Carapitanga e as resultantes geo-hidroecológicas do manejo tradicional. Para tal, foram selecionadas três áreas no Quilombo do Campinho que foram utilizadas em tempos distintos: florestas de 30 e 50 anos regeneradas após abandono de roças e uma área de agrofloresta, recentemente implementada (10 anos). As variáveis monitoradas, coletadas e analisadas ao longo da pesquisa foram: precipitação, interceptação florestal, umidade do solo, capacidade de retenção hídrica da serrapilheira, propriedades físicas e condutividade hidráulica saturada (Ksat) do solo, levantamento fitossociológico das áreas regeneradas após o uso e a classificação das espécies arbóreas em grupos ecológicos. Os resultados indicam que o manejo destas comunidades produz na paisagem um mosaico vegetacional em diferentes estágios sucessionais com diferentes funções geo-hidroecológicas. Dentre essas funções, as três áreas se destacaram diferentemente. De forma geral, a agrofloresta apresentou maiores valores de Ksat e umidade do solo, consistindo numa área de maior recarga e armazenamento de água, além das espécies cultivadas servirem de alimento para a fauna, fortalecendo interações ecológicas. A floresta de 30 anos apresentou a maior diversidade de espécies arbóreas e a floresta de 50 anos a maior diversidade estrutural dos indivíduos arbóreos e, consequentemente, a maior interceptação da precipitação. Ainda que a luta e a resistência das comunidades tradicionais tenham produzido avanços, políticas e dinâmicas mais recentes na região aliadas às tendências pluviométricas para o sudeste brasileiro acendem alertas, uma vez mais, para as consequências socioambientais do modelo político e econômico dominante. / [en] The southern coast of Rio de Janeiro has undergone many changes since the opening of the Rio-Santos highway in the 1970s. This fact has caused several socio-environmental conflicts as a result of an intense process of real estate speculation and several conservation units were created, which controlled traditional community practices and so, reorganized their territories in different ways. In 2014, the water crisis in southeastern Brazil also affected rural communities in Paraty, including the Quilombo Campinho da Independência community located in the Carapitanga river basin. We sought to understand if the local water crisis occurred solely as a result of climate variability or if it was enhanced by recent socio-environmental changes. Thus, the historical social processes that led to changes in land use in the region were analyzed, focusing on quilombola communities and their forms of resistance and adaptation to different historical contexts. Then, local environmental variables were analyzed, such as the historical distribution of precipitation in the Carapitanga basin and the geo-hydroecological results of traditional management. To this end, three areas were selected in Quilombo do Campinho that were used at different times: 30- and 50-year-old forests regenerated after the abandonment of swiddens and an agroforestry area, recently implemented (10 years). The variables monitored, collected and analyzed throughout the research were: precipitation, forest interception, soil moisture, litter water retention capacity, physical properties and saturated hydraulic conductivity (Ksat) of the soil, phytosociological survey of regenerated areas after use and the classification of tree species into ecological groups. The results indicate that the management of these communities produces a vegetation mosaic in the landscape at different successional stages with different geo-hydroecological functions. Among these functions, the three areas stood out differently. In general, the agroforestry showed higher values of Ksat and soil moisture, consisting of an area of greater water recharge and storage, in addition to the cultivated species serving as food for the fauna, strengthening ecological interactions. The 30-year-old forest had the greatest diversity of tree species and the 50-year-old forest the greatest structural diversity of individual trees and, consequently, the greatest precipitation interception. Although the struggle and resistance of traditional communities have produced advances, more recent policies and dynamics in the region, combined with rainfall trends for the Brazilian Southeast, raise alerts, once again, for the socio-environmental consequences of the dominant political and economic model.
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[en] PROPOSED METHODOLOGY FOR DETERMINATION THE URBAN LAGOONS ALIGNMENT USING TECHNOLOGY CAD/GIS/WEB: THE CASE OF LAGOON RODRIGO DE FREITAS - RIO DE JANEIRO / [pt] PROPOSTA DE METODOLOGIA PARA DETERMINAÇÃO DO ALINHAMENTO DE LAGOAS URBANAS UTILIZANDO TECNOLOGIAS CAD/SIG/WEB: O CASO DA LAGOA RODRIGO DE FREITAS - RIO DE JANEIROJORGE LUCAS FERREIRA 27 December 2016 (has links)
[pt] A determinação do Alinhamento das Lagoas Urbanas é hoje no contexto das grandes cidades, uma questão complexa e polêmica, iniciada pela necessidade de Manutenção Ambiental daqueles espelhos d água, suas margens e características paisagísticas, considerando todo o manancial hidráulico e biológico envolvido (ecossistema), mas ao mesmo tempo atendendo a premente necessidade e determinação do Uso do Solo Urbano, com as diversas necessidades de ocupação e expansão, que encontram nas margens e adjacências dessas lagoas, uma válvula de escape oportuna e atraente, principalmente por suas características naturais, que acabam por oferecer paisagens belas e prazerosas, remetendo inclusive e principalmente a Valorização Imobiliária. Observa-se em diversas cidades, o quanto é atraente e interessante sobre o Aspecto Urbanístico e Paisagístico, os bairros, regiões e ocupações adjacentes a esses espelhos d água. Considerando a complexidade e motivação do assunto, inserido no Contexto Social, Ambiental, Urbano e Tecnológico atual, o Estudo das Condicionantes que venham a definir e implantar o Alinhamento das Lagoas Urbanas, de modo a preservar as melhores condições ambientais da região, utilizando tecnologias digitais de Sistemas de Desenho em CAD e Sistemas de Informação Geográfica – SIG, para a montagem, estruturação, comparação e análises dos dados envolvidos e pesquisados na Web, motivou a escolha e objetivos desta dissertação. / [en] In various cities is observed how much is attractive and interesting about the urban and landscape aspect, neighborhoods, regions and occupations adjacent the Urban Lagoons. Considering the complexity of the subject, the objective of this work is to propose methodology for the study of conditioning factors that can influence the determination of the limits of the alignment of urban lagoons in order to preserve the best conditions and environmental characteristics of the region, using CAD technology and GIS for the analysis and selection of such conditions.
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[en] INTERVENTIONS IN URBAN WATERSHED BASIN IN RIO DE JANEIRO: THE DEVIATION OF JOAN RIVER AND RESERVOIRS / [pt] INTERVENÇÕES EM BACIAS HIDROGRÁFICAS URBANAS NO RIO DE JANEIRO: O DESVIO DO RIO JOANA E RESERVATÓRIOSSILVIA REGINA GOLDGABER BORGES 07 June 2017 (has links)
[pt] Na maior parte das bacias hidrográficas do mundo, observa-se a ocupação intensiva, com usos inadequados do solo e da água. No Brasil, a situação não é diferente, onde se constata graves problemas de deslizamentos de encostas e enchentes. Assim, esse trabalho pretende contribuir para as intervenções em bacias hidrográficas urbanas, baseada nos princípios do desenvolvimento sustentável. A área de estudo adotada é a Bacia Hidrográfica do Rio Joana, localizada nos bairros do Andaraí, Tijuca, Vila Isabel e Maracanã, que foi objeto de projeto piloto, sub-bacia do Canal do Mangue, uma das bacias mais antigas urbanizadas e problemáticas da cidade. O projeto citado apresenta avaliação e diagnóstico do regime do rio; da forma de ocupação da bacia; dos impactos ambientais gerados; dos efeitos das enchentes, dentre outros. Buscou-se, através de pesquisa bibliográfica em documentos históricos e em outras fontes, elucidar as origens e desenvolvimento dos problemas enfrentados atualmente na bacia e melhor compreender o processo de ocupação/uso do solo e os seus impactos sobre os recursos naturais. Constata-se a necessidade de implantar uma gestão integrada do uso da água, do solo e do saneamento básico apoiados em programas de educação ambiental. / [en] This research seeks to provide a contribution on intervention in urban watersheds, based on the principles of sustainable development. The study area adopted is the Joana River s Basin, located at the Andaraí, Tijuca, Vila Isabel neighborhoods and at the Maracanã Stadium, which was the object of this pilot project of the Mangue Channel sub-basin (UFRJ, 2002; UERJ, 2002). It should be emphasized that sustainable development is understood by those ones who seeks to satisfy the needs of the present generation without compromising the ability of future generations when they meet their own needs. Main Topics included in the principal study: a) Studying the historical evolution of the usage of urban - land in the City of Rio de Janeiro, with emphasis on aspects of pluvial water drainage. b) Characterizing the physiography including the network of macro - drainage, and land use at the Joana River s Basin. c) Evaluating the structural flood control measures in the Watershed study, understanding flood control as well as the flow control of the macro-drainage network focused at its containment within the adductor bodies. d) Analyzing the problem of flooding in the object of the basin study. e) Presenting and discussing alternatives to the problem studied.
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