Paraná river channel hydrodynamic modelling: Porto São José - Porto 18 stretch. Part I: Physical characterization of the channel

Authors

  • Astrid Meira Martoni UEM
  • Roberto Cruz Lessa UEM

DOI:

https://doi.org/10.4025/actascitechnol.v21i0.3168

Keywords:

caracterí­sticas fí­sicas de canais, parâmetros geométricos de canais naturais, aquisição de dados básicos em canais

Abstract

Environmental studies for the flooding plain of the Paraná River at Porto Rico region, need fluviometric data about Porto São José - Porto 18 stretch, which have to be provided through a hydrodynamic model that simulates the behavior of this part of the river. The model should be calibrated using the main geometric and hydraulic parameters for the channel. Basic data gathering, main model parameters estimate (channel strength coefficient) and the resulting modelling of the channel stretch will be discussed in two different papers, the first of which will comprise the basic data gathering for the physical characterization of the channel.

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Author Biography

Astrid Meira Martoni, UEM

Possui graduação em Engenharia Quí­mica pela Universidade Estadual de Maringá (1976), mestrado em Saneamento, Meio Ambiente e Recursos Hí­dricos pela Universidade Federal de Minas Gerais (1986) e doutorado em Ecologia de Ambientes Aquáticos Continentais pela Universidade Estadual de Maringá (1997). Atuou na área de Engenharia Civil, com ênfase em Hidrologia, em projetos de pesquisa com estudos nos seguintes temas: rio Paraná, Bacias hidrográficas, modelagem hidrodinâmica; e reservatórios domiciliares. Atualmente é avaliadora de cursos de graduação em Engenharia Ambiental e Cursos Superiores de Tecnologia em Meio Ambiente do INEP/MEC Currí­culo Lattes

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Published

2008-05-14

How to Cite

Martoni, A. M., & Lessa, R. C. (2008). Paraná river channel hydrodynamic modelling: Porto São José - Porto 18 stretch. Part I: Physical characterization of the channel. Acta Scientiarum. Technology, 21, 949–959. https://doi.org/10.4025/actascitechnol.v21i0.3168

Issue

Vol. 21 (1999)

Section

Civil Engineering

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