Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplain
- Autores
- Garcia, Marina; Basile, Pedro A.; Riccardi, Gerardo A.; Rodríguez, José F.
- Año de publicación
- 2015
- Idioma
- inglés
- Tipo de recurso
- documento de conferencia
- Estado
- versión publicada
- Descripción
- The flow and sediment dynamics of large river floodplains can be substantially affected by human disturbances like bridges and embankments. These effects are difficult to predict, mainly due to extent of the domain over which they can be important. In this contribution we present the application of a quasi-2D unsteady flow and sediment transport model of a large lowland river system, including its floodplain. We study the potential impact of a 56-km long road embankment constructed across the entire floodplain. The study area comprises a 208-km reach of the Paraná River between the cities of Diamante and Ramallo (Argentina) representing total a river-floodplain area of 8,100 km2. The model uses an unstructured cells scheme to solve the water flow and sediment equations, relying on different simplifications of the 1D de Saint Venant equations to define the discharge laws between cells. The simulations allow for the analysis of the spatially-distributed transport and deposition of fine sediments throughout the river-floodplain and the backwater effects introduced by the structures. These dynamic changes are quantified for different extraordinary flood events.
Fil: Centre for Hydro-Environmental Research, National University of Rosario, Argentina
Fil: School of Engineering, University of Newcastle, Australia - Materia
-
Mathematical modelling
Water flow
Sediment dynamics - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- http://creativecommons.org/publicdomain/zero/1.0/
- Repositorio
.jpg)
- Institución
- Universidad Nacional de Rosario
- OAI Identificador
- oai:rephip.unr.edu.ar:2133/11546
Ver los metadatos del registro completo
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Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplainGarcia, MarinaBasile, Pedro A.Riccardi, Gerardo A.Rodríguez, José F.Mathematical modellingWater flowSediment dynamicsThe flow and sediment dynamics of large river floodplains can be substantially affected by human disturbances like bridges and embankments. These effects are difficult to predict, mainly due to extent of the domain over which they can be important. In this contribution we present the application of a quasi-2D unsteady flow and sediment transport model of a large lowland river system, including its floodplain. We study the potential impact of a 56-km long road embankment constructed across the entire floodplain. The study area comprises a 208-km reach of the Paraná River between the cities of Diamante and Ramallo (Argentina) representing total a river-floodplain area of 8,100 km2. The model uses an unstructured cells scheme to solve the water flow and sediment equations, relying on different simplifications of the 1D de Saint Venant equations to define the discharge laws between cells. The simulations allow for the analysis of the spatially-distributed transport and deposition of fine sediments throughout the river-floodplain and the backwater effects introduced by the structures. These dynamic changes are quantified for different extraordinary flood events.Fil: Centre for Hydro-Environmental Research, National University of Rosario, ArgentinaFil: School of Engineering, University of Newcastle, AustraliaEuropean Geosciences Union (EGU) General Assembly 20152015-04-12info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdfhttp://hdl.handle.net/2133/11546enginfo:eu-repo/semantics/openAccesshttp://creativecommons.org/publicdomain/zero/1.0/Licencia RepHipreponame:RepHipUNR (UNR)instname:Universidad Nacional de Rosario2025-10-23T11:16:29Zoai:rephip.unr.edu.ar:2133/11546instacron:UNRInstitucionalhttps://rephip.unr.edu.ar/Universidad públicaNo correspondehttps://rephip.unr.edu.ar/oai/requestrephip@unr.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:15502025-10-23 11:16:29.433RepHipUNR (UNR) - Universidad Nacional de Rosariofalse |
| dc.title.none.fl_str_mv |
Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplain |
| title |
Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplain |
| spellingShingle |
Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplain Garcia, Marina Mathematical modelling Water flow Sediment dynamics |
| title_short |
Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplain |
| title_full |
Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplain |
| title_fullStr |
Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplain |
| title_full_unstemmed |
Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplain |
| title_sort |
Modelling the effects of human disturbances on the flow and sediment dynamics of a large river floodplain |
| dc.creator.none.fl_str_mv |
Garcia, Marina Basile, Pedro A. Riccardi, Gerardo A. Rodríguez, José F. |
| author |
Garcia, Marina |
| author_facet |
Garcia, Marina Basile, Pedro A. Riccardi, Gerardo A. Rodríguez, José F. |
| author_role |
author |
| author2 |
Basile, Pedro A. Riccardi, Gerardo A. Rodríguez, José F. |
| author2_role |
author author author |
| dc.contributor.none.fl_str_mv |
European Geosciences Union (EGU) General Assembly 2015 |
| dc.subject.none.fl_str_mv |
Mathematical modelling Water flow Sediment dynamics |
| topic |
Mathematical modelling Water flow Sediment dynamics |
| dc.description.none.fl_txt_mv |
The flow and sediment dynamics of large river floodplains can be substantially affected by human disturbances like bridges and embankments. These effects are difficult to predict, mainly due to extent of the domain over which they can be important. In this contribution we present the application of a quasi-2D unsteady flow and sediment transport model of a large lowland river system, including its floodplain. We study the potential impact of a 56-km long road embankment constructed across the entire floodplain. The study area comprises a 208-km reach of the Paraná River between the cities of Diamante and Ramallo (Argentina) representing total a river-floodplain area of 8,100 km2. The model uses an unstructured cells scheme to solve the water flow and sediment equations, relying on different simplifications of the 1D de Saint Venant equations to define the discharge laws between cells. The simulations allow for the analysis of the spatially-distributed transport and deposition of fine sediments throughout the river-floodplain and the backwater effects introduced by the structures. These dynamic changes are quantified for different extraordinary flood events. Fil: Centre for Hydro-Environmental Research, National University of Rosario, Argentina Fil: School of Engineering, University of Newcastle, Australia |
| description |
The flow and sediment dynamics of large river floodplains can be substantially affected by human disturbances like bridges and embankments. These effects are difficult to predict, mainly due to extent of the domain over which they can be important. In this contribution we present the application of a quasi-2D unsteady flow and sediment transport model of a large lowland river system, including its floodplain. We study the potential impact of a 56-km long road embankment constructed across the entire floodplain. The study area comprises a 208-km reach of the Paraná River between the cities of Diamante and Ramallo (Argentina) representing total a river-floodplain area of 8,100 km2. The model uses an unstructured cells scheme to solve the water flow and sediment equations, relying on different simplifications of the 1D de Saint Venant equations to define the discharge laws between cells. The simulations allow for the analysis of the spatially-distributed transport and deposition of fine sediments throughout the river-floodplain and the backwater effects introduced by the structures. These dynamic changes are quantified for different extraordinary flood events. |
| publishDate |
2015 |
| dc.date.none.fl_str_mv |
2015-04-12 |
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info:eu-repo/semantics/conferenceObject info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_5794 info:ar-repo/semantics/documentoDeConferencia |
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conferenceObject |
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publishedVersion |
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http://hdl.handle.net/2133/11546 |
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http://hdl.handle.net/2133/11546 |
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eng |
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eng |
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openAccess |
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