Analysis of river bed dynamic evolution following a landslide dam

Landslides and debris flows can strongly interact with the river network and its mass transport processes, determining modifications of the river pattern with consequent effects on the hydrodynamic phenomena, alterations of the existing morphologies and possible interferences with anthropic works. M...

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Detalles Bibliográficos
Autores: Del Sasso, S.F, Sole, Aurelia, Bateman Pinzón, Allen|||0000-0001-9980-6554, Medina Iglesias, Vicente César de|||0000-0001-5578-3848, Mirauda, Domenica, Volpe Plantamura, Antonio, Giosa, Luciana, Guariglia, Annibale
Tipo de recurso: artículo
Fecha de publicación:2015
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/83907
Acceso en línea:https://hdl.handle.net/2117/83907
https://dx.doi.org/10.1051/lhb/20150073
Access Level:acceso abierto
Palabra clave:Sediment transport--Italy
Field Observation
Hydrodynamic Modelling
Landslide
River Morphologies
Sediment Transport
Sedimentació -- Transport
Àrees temàtiques de la UPC::Enginyeria civil::Geologia::Hidrologia
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
Descripción
Sumario:Landslides and debris flows can strongly interact with the river network and its mass transport processes, determining modifications of the river pattern with consequent effects on the hydrodynamic phenomena, alterations of the existing morphologies and possible interferences with anthropic works. Modifications of the cross section geometry and channel slope may produce changes in the sediment budget, with consequent repercussions on the stream evolutionary dynamics and its equilibrium configuration, leading to a new river branch arrangement. In this paper, investigations were carried out on a gravel-bed reach in the middle valley of the Noce River in Basilicata (Italy), which in 2007 suffered a progressive morpho-hydrodynamic change caused by a landslide. Because of the phenomenon complexity, mainly due to the mutual interaction between the landslide and the river transport dynamics, an integrated approach that combines field observations and numerical modelling in a spatial scale and natural environment, rarely available in literature, is suggested. The results highlight a satisfying correspondence between the altimetric profiles obtained through the numerical models and those deriving from the field surveys.