Volume 35, N 2 - novembro 2014
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- Abstract / Resumo
- References / Bibliografia
- Citations / Citaes
DOI:10.5894/rh35n2-3
Este artigo foi apresentado no 12
Congresso da gua e selecionado para submisso e possvel
publicao na Recursos Hdricos, tendo sido aceite pela Comisso de
Editores Cientficos Associados em 30 de maio de 2014. Este
artigo parte integrante da Revista Recursos Hdricos , Vol. 35, N 2,
29-39, novembro de 2014.
Modelos de gesto de bacias hidrogrficas: aplicao do IRAS-2010 e do AQUATOOL ao aproveitamento hidroagrcola do Vale do Sorraia
River basin management models: applicationof IRAS-2010 and AQUATOOL to the Sorraia Valley irrigation project
Joana SIMES1, Rodrigo PROENA DE OLIVEIRA2
1 - Consultora ambiental da
echiron jsimoes@echiron.com
2 - Professor auxiliar no Instituto Superior Tcnico, Diretor da
Unidade de Consultoria Ambiental da echiron rodrigopoliveira@tecnico.ulisboa.pt
RESUMO
A simulao matemtica da operao de aproveitamentos hidrulicos
permite avaliar o desempenho de polticas de operao e identificar
aquelas que melhor asseguram o cumprimento dos objetivos do sistema.
Este artigo aplica os modelos IRAS-2010 e AQUATOOL ao Aproveitamento
Hidroagrcola do Vale do Sorraia, que se situa na margem esquerda do
rio Tejo e abrange uma rea de 16000 ha. Os principais cursos de gua
afluentes ao sistema so as ribeiras de Sr, Seda e Tera. O
armazenamento de gua assegurado pelas albufeiras de Montargil e do
Maranho.
Os modelos diferem na explicitao das regras de operao do sistema. O
IRAS-2010 recorre a regras explcitas de alocao em funo da
disponibilidade de gua, enquanto o AQUATOOL procura minimizar os
desvios a objetivos pr-estabelecidos de fornecimento e de
armazenamento.
Os resultados dos volumes armazenados obtidos pelos dois modelos so
semelhantes, mas excedem os valores observados provavelmente devido a
erros na estimativa das afluncias, das necessidades ou das perdas de
gua, ou ainda devido adoo de regras de operao simplificadas. Os
valores calculados para os diferentes indicadores de desempenho,
nomeadamente fiabilidade, vulnerabilidade e resilincia, so tambm
semelhantes.
Palavras-chave: Aproveitamento
hidroagrcola do Vale do Sorraia, AQUATOOL, Gesto de bacias
hidrogrficas, IRAS-2010, Polticas de operao de albufeiras,
Planeamento de recursos hdricos.
ABSTRACT
Mathematical models may be used to assess the operation of water
resources systems and to determine the operation policies that best
ensure the compatibility between water availability and the system
objectives.
This article applies models IRAS-2010 and AQUATOOL to the Sorraia
Valley irrigation project. This project lies on the left bank of the
Tagus River and covers an area of 16000 ha. The main inflows to the
system are the Sr, Seda and Tera rivers. Water storage is provided by
the Maranho and Montargil dams.
The models differ in the way the rules of operation are defined.
IRAS-2010 uses explicit allocation rules depending on the availability
of water, while AQUATOOL minimizes deviations from pre-established
targets for delivery and storage.
The results from both models for stored volumes are similar and close
to the observed values. The differences are probably due to errors in
the estimation of inflows, water needs or water losses, or to the
adoption of simplified operation rules. The estimated values of
performance indicators, such as reliability, vulnerability and
resilience, are also similar.
Keywords: Sorraia Valey irrigation
project, AQUATOOL, river basins management, IRAS-2010, reservoir
operation policies, water resources planning.
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