Morphodynamics in the Confluence of large regulated Rivers: the case of Paraná and Paranapanema Rivers

The confluence of the Paraná and Paranapanema Rivers is studied according to morphology and dynamics. It is probably the only example of this type of fluvial environment involving a large, tropical and intensive regulated river. Confluence channels were monitored along a hydrological cycle (high-low...

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Main Authors: José C. Stevaux, Renato J. Paes, André Amâncio Franco, Mário L. de C. Etchebehere, Rafaela Harumi Fujita
Format: Article
Language:English
Published: Asociación Argentina de Sedimentología
Series:Latin American Journal of Sedimentology and Basin Analysis
Subjects:
Online Access:http://www.scielo.org.ar/scielo.php?script=sci_arttext&pid=S1851-49792009000200004&lng=en&tlng=en
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author José C. Stevaux
Renato J. Paes
André Amâncio Franco
Mário L. de C. Etchebehere
Rafaela Harumi Fujita
author_facet José C. Stevaux
Renato J. Paes
André Amâncio Franco
Mário L. de C. Etchebehere
Rafaela Harumi Fujita
author_sort José C. Stevaux
collection DOAJ
description The confluence of the Paraná and Paranapanema Rivers is studied according to morphology and dynamics. It is probably the only example of this type of fluvial environment involving a large, tropical and intensive regulated river. Confluence channels were monitored along a hydrological cycle (high-low water level) in terms of morphology, flow velocity, magnitude, structure, and bedload dynamics. In this case, hydrology is controlled by the flow of the tributary, which develops a continuous and well-defined thalweg since the collector channel (a secondary channel of the Paraná River) that presents relatively large bedforms that reduce stream power by increasing roughness. Although significant differences in channel morphology were not observed along the hydrological year, bed material texture indicates that the channel bottom is suffering a slight armoring process. This is probably the reason for the large asymmetry of channel confluence where the depth of the tributary channel is larger than that of the main collector channel (the Paraná left branch). The Rosana Dam, closed in 1987 and located 26 km upstream from the confluence, is the cause of the changes in sediment transport and the generation of the channel pavement. With the closing of the Porto Primavera Dam (2000) in the Paraná River (27 km upstream from the confluence) a new morphodynamics is foreseen for this environment, and this paper can be seen a relevant pioneer reference for environmental monitoring and management.
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spelling doaj.art-3d4bf06f45bd4878a5f8fb60538ba6c82023-12-02T00:01:49ZengAsociación Argentina de SedimentologíaLatin American Journal of Sedimentology and Basin Analysis1851-4979162101109S1851-49792009000200004Morphodynamics in the Confluence of large regulated Rivers: the case of Paraná and Paranapanema RiversJosé C. Stevaux0Renato J. Paes1André Amâncio Franco2Mário L. de C. Etchebehere3Rafaela Harumi Fujita4Universidade Estadual de MaringáUniversidade GuarulhosUniversidade GuarulhosUniversidade GuarulhosUniversidade Estadual de MaringáThe confluence of the Paraná and Paranapanema Rivers is studied according to morphology and dynamics. It is probably the only example of this type of fluvial environment involving a large, tropical and intensive regulated river. Confluence channels were monitored along a hydrological cycle (high-low water level) in terms of morphology, flow velocity, magnitude, structure, and bedload dynamics. In this case, hydrology is controlled by the flow of the tributary, which develops a continuous and well-defined thalweg since the collector channel (a secondary channel of the Paraná River) that presents relatively large bedforms that reduce stream power by increasing roughness. Although significant differences in channel morphology were not observed along the hydrological year, bed material texture indicates that the channel bottom is suffering a slight armoring process. This is probably the reason for the large asymmetry of channel confluence where the depth of the tributary channel is larger than that of the main collector channel (the Paraná left branch). The Rosana Dam, closed in 1987 and located 26 km upstream from the confluence, is the cause of the changes in sediment transport and the generation of the channel pavement. With the closing of the Porto Primavera Dam (2000) in the Paraná River (27 km upstream from the confluence) a new morphodynamics is foreseen for this environment, and this paper can be seen a relevant pioneer reference for environmental monitoring and management.http://www.scielo.org.ar/scielo.php?script=sci_arttext&pid=S1851-49792009000200004&lng=en&tlng=enriver confluencechannel morphologyparaná riverparanapanema river
spellingShingle José C. Stevaux
Renato J. Paes
André Amâncio Franco
Mário L. de C. Etchebehere
Rafaela Harumi Fujita
Morphodynamics in the Confluence of large regulated Rivers: the case of Paraná and Paranapanema Rivers
Latin American Journal of Sedimentology and Basin Analysis
river confluence
channel morphology
paraná river
paranapanema river
title Morphodynamics in the Confluence of large regulated Rivers: the case of Paraná and Paranapanema Rivers
title_full Morphodynamics in the Confluence of large regulated Rivers: the case of Paraná and Paranapanema Rivers
title_fullStr Morphodynamics in the Confluence of large regulated Rivers: the case of Paraná and Paranapanema Rivers
title_full_unstemmed Morphodynamics in the Confluence of large regulated Rivers: the case of Paraná and Paranapanema Rivers
title_short Morphodynamics in the Confluence of large regulated Rivers: the case of Paraná and Paranapanema Rivers
title_sort morphodynamics in the confluence of large regulated rivers the case of parana and paranapanema rivers
topic river confluence
channel morphology
paraná river
paranapanema river
url http://www.scielo.org.ar/scielo.php?script=sci_arttext&pid=S1851-49792009000200004&lng=en&tlng=en
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