Relationship of suspended sediment to streamflow in the Green River Basin, Wyoming /

Bibliography: p. 14.

Influence of surface glacial deposits on streamflow characteristics /

"Open-file report."

Streamflow routing optimization : Hydrologic Engineering Center computer program 23-J2-L231.

At head of cover title: Generalized computer program.

Monthly streamflow synthesis program : Hydrologic Engineering Center computer program 24-J2-L243.

At head of cover title: Generalized computer program.

The continuous-record streamflow data-collection program in Maine.

Mode of access: Internet.

Spatial organisation of groundwater dynamics and streamflow response from different hydropedological units in a montane catchment

Funding was provided by the Leibniz Association (SAW-2012-IGB 4167) within the International Leibniz Graduate School: Aquatic boundaries and linkages- Aqualink. We would like to thank the NRI staff for their help during field work.

Reconstituição das vazões naturais a jusante das pequenas centrais hidrelétricas Rio Bonito e Suíça : Rio Santa Maria da Vitória (ES)

O conhecimento do regime natural de rios é relevante, entre diversas razões, para avaliar o impacto antrópico em bacias hidrográficas. Desta forma, visa criar ferramentas que auxiliem no planejamento eficiente dos recursos hídricos. O rio Santa Maria da Vitória (ES) é crucial para o desenvolvimento socioeconômico da Região Metropolitana da Grande Vitória. Adicionalmente, diversos ecossistemas e comunidades agrícolas dependem deste rio. Sendo a geração de energia elétrica um dos usos mais significativos do rio Santa Maria da Vitória, através das Pequenas Centrais Hidrelétricas Rio Bonito e Suíça, o objetivo principal desta pesquisa foi buscar uma melhor compreensão da influência da operação destes empreendimentos na vazão natural deste rio. Além da análise das séries de vazões e de precipitações medidas em Santa Leopoldina, comparando o período anterior com o posterior à implantação das PCH`s, realizou-se a reconstituição das vazões naturais médias diárias e médias mensais a jusante das PCH`s, através da técnica de extensão MOVE.I (tipo 1) e com o auxílio da série de vazão medida na estação fluviométrica Marechal Floriano, localizada na bacia hidrográfica do rio Jucu. Os resultados obtidos, a partir dos dados monitorados na estação Santa Leopoldina, mostraram uma diminuição nas vazões mínimas com 7, 30 e 90 dias de duração para o período pós-regulado. Ainda, as vazões de permanência Q50, Q90 e Q95 e a vazão média de longa duração reconstituídas são menores que as vazões observadas em Santa Leopoldina. Além da presença das PCH`s, as alterações no uso e cobertura do solo da bacia podem ter influência sobre os resultados encontrados. As vazões em Santa Leopoldina, devido aos horários em que são realizadas as medições, podem não representar de forma confiável as oscilações a jusante das PCH`s. Consequentemente, faz-se necessário um monitoramento contínuo das vazões a jusante desses empreendimentos e recomenda-se que seja realizada uma nova reconstituição das vazões naturais do rio Santa Maria da Vitória, através do balanço hídrico dos reservatórios, utilizando os dados operativos das PCH`s.

Modelos de previsão de produção para centrais mini-hídricas

O constante crescimento dos produtores em regime especial aliado à descentralização dos pontos injetores na rede, tem permitido uma redução da importação de energia mas também tem acarretado maiores problemas para a gestão da rede. Estes problemas estão relacionados com o facto da produção estar dependente das condições climatéricas, como é o caso dos produtores eólicos, hídricos e solares. A previsão da energia produzida em função da previsão das condições climatéricas tem sido alvo de atenção por parte da comunidade empresarial do setor, pelo facto de existir modelos razoáveis para a previsão das condições climatéricas a curto prazo, e até a longo prazo. Este trabalho trata, em concreto, do problema da previsão de produção em centrais mini-hídricas, apresentando duas propostas para essa previsão. Em ambas as propostas efetua-se inicialmente a previsão do caudal que chega à central, sendo esta depois convertida em potência que é injetada na rede. Para a previsão do caudal utilizaram-se dois métodos estatísticos: o método Holt-Winters e os modelos ARMAX. Os dois modelos de previsão propostos consideram um horizonte temporal de uma semana, com discretização horária, para uma central no norte de Portugal, designadamente a central de Penide. O trabalho também contempla um pequeno estudo da bibliografia existente tanto para a previsão da produção como de afluências de centrais hidroelétricas. Aborda, ainda, conceitos relacionados com as mini-hídricas e apresenta uma caraterização do parque de centrais mini-hídricas em Portugal.

Hydrologic modeling and uncertainty analysis of an ungauged watershed using mapwindow-swat

Dissertation submitted in partial fulfillment of the requirements for the Degree of Master of Science in Geospatial Technologies

Risco de inundação em áreas rurais: bacia do rio Luís Alves (SC)

O presente trabalho identificou e mapeou as áreas inundáveis da Bacia do Rio Luís Alves. A bacia, de uso da terra predominantemente agrícola, possui um notável histórico de inundações, demandando estudos que subsidiem o planejamento e a gestão do território. A partir da coleta de dados pluviométricos e fluviométricos, associada ao processamento de dados espaciais, foi desenvolvida uma metodologia em ambiente de SIG, que possibilitou a simulação de eventos de inundação, bem como a determinação de áreas de risco.

Previsão de cheias em Barcelos

Dissertação de mestrado integrado em Engenharia Civil

Calibration and Validation of SWAT for the Upper Maquoketa River Watershed, June 2005

A validation study has been performed using the Soil and Water Assessment Tool (SWAT) model with data collected for the Upper Maquoketa River Watershed (UMRW), which drains over 16,000 ha in northeast Iowa. This validation assessment builds on a previous study with nested modeling for the UMRW that required both the Agricultural Policy EXtender (APEX) model and SWAT. In the nested modeling approach, edge-offield flows and pollutant load estimates were generated for manure application fields with APEX and were then subsequently routed to the watershed outlet in SWAT, along with flows and pollutant loadings estimated for the rest of the watershed routed to the watershed outlet. In the current study, the entire UMRW cropland area was simulated in SWAT, which required translating the APEX subareas into SWAT hydrologic response units (HRUs). Calibration and validation of the SWAT output was performed by comparing predicted flow and NO3-N loadings with corresponding in-stream measurements at the watershed outlet from 1999 to 2001. Annual stream flows measured at the watershed outlet were greatly under-predicted when precipitation data collected within the watershed during the 1999-2001 period were used to drive SWAT. Selection of alternative climate data resulted in greatly improved average annual stream predictions, and also relatively strong r2 values of 0.73 and 0.72 for the predicted average monthly flows and NO3-N loads, respectively. The impact of alternative precipitation data shows that as average annual precipitation increases 19%, the relative change in average annual streamflow is about 55%. In summary, the results of this study show that SWAT can replicate measured trends for this watershed and that climate inputs are very important for validating SWAT and other water quality models.

The Soil and Water Assessment Tool:Historical Development, Applications, and Future Research Directions, 2007

The Soil and Water Assessment Tool (SWAT) model is a continuation of nearly 30 years of modeling efforts conducted by the U.S. Department of Agriculture (USDA), Agricultural Research Service. SWAT has gained international acceptance as a robust interdisciplinary watershed modeling tool, as evidenced by international SWAT conferences, hundreds of SWAT-related papers presented at numerous scientific meetings, and dozens of articles published in peer-reviewed journals. The model has also been adopted as part of the U.S. Environmental Protection Agency’s BASINS (Better Assessment Science Integrating Point & Nonpoint Sources) software package and is being used by many U.S. federal and state agencies, including the USDA within the Conservation Effects Assessment Project. At present, over 250 peer-reviewed, published articles have been identified that report SWAT applications, reviews of SWAT components, or other research that includes SWAT. Many of these peer-reviewed articles are summarized here according to relevant application categories such as streamflow calibration and related hydrologic analyses, climate change impacts on hydrology, pollutant load assessments, comparisons with other models, and sensitivity analyses and calibration techniques. Strengths and weaknesses of the model are presented, and recommended research needs for SWAT are provided.

Hydrologic Simulations of the Maquoketa River Watershed Using SWAT Working Paper 09-WP 49,June 2009

This paper describes the application of the Soil and Water Assessment Tool (SWAT) model to the Maquoketa River watershed, located in northeast Iowa. The inputs to the model were obtained from the Environmental Protection Agency’s geographic information/database system called Better Assessment Science Integrating Point and Nonpoint Sources (BASINS). Climatic data from six weather stations located in and around the watershed, and measured streamflow data from a U.S. Geological Survey gage station at the watershed outlet were used in the sensitivity analysis of SWAT model parameters as well as its calibration and validation for watershed hydrology and streamflow. A sensitivity analysis was performed using an influence coefficient method to evaluate surface runoff and base flow variations in response to changes in model input hydrologic parameters. The curve number, evaporation compensation factor, and soil available water capacity were found to be the most sensitive parameters among eight selected parameters when applying SWAT to the Maquoketa River watershed. Model calibration, facilitated by the sensitivity analysis, was performed for the period 1988 through 1993, and validation was performed for 1982 through 1987. The model performance was evaluated by well-established statistical methods and was found to explain at least 86% and 69% of the variability in the measured stream flow data for the calibration and validation periods, respectively. This initial hydrologic modeling analysis will facilitate future applications of SWAT to the Maquoketa River watershed for various watershed analysis, including water quality.

A Computerized Method for the Hydrologic Design of Culverts, February 1974

Nationwide, about five cents of each highway construction dollar is spent on culverts. In Iowa, average annual construction costs on the interstate, primary, and federal-aid secondary systems are about $120,000,000. Assuming the national figure applies to Iowa, about $6,000,000 are spent on culvert construction annually. For each one percent reduction in overall culvert costs, annual construction costs would be reduced by $60,000. One area of potential cost reduction lies in the sizing of the culvert. Determining the flow area and hydraulic capacity is accomplished in the initial design of the culvert. The normal design sequence is accomplished in two parts. The hydrologic portion consists of the determination of a design discharge in cubic feet per second using one of several available methods. This discharge is then used directly in the hydraulic portion of the design to determine the proper type, size, and shape of culvert to be used, based on various site and design restrictions. More refined hydrologic analyses, including rainfall-runoff analysis, flood hydrograph development, and streamflow routing techniques, are not pursued in the existing design procedure used by most county and state highway engineers.