Landslides into reservoirs and their impacts on banks

Detalhes bibliográficos
Autor(a) principal: Carvalho, Rita de
Data de Publicação: 2007
Outros Autores: Carmo, José Antunes do
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/7614
https://doi.org/10.1007/s10652-007-9039-2
Resumo: Abstract Mass wasting processes, like slope failures, on the margins of dam reservoirs, lakes, bays and oceans may generate large water waves that can produce disasters due to flooding over the banks, run up along the shoreline and overtopping dam crests. Therefore, the study of slope failures, the subsequent generation of impulse waves and their consequences are of paramount importance for safety. In this paper the generation and propagation of water waves in reservoirs induced by landslides and their impact on banks were investigated by means of a laboratory study carried out at University of Coimbra wave channel, in a flume measuring 12.0 m ? 1.5 m ? 1.0 m (L ? H ? W), where two banks with variable slope were placed. The study considered the sliding of calcareous blocks over a sliding slope bank into the reservoir, the generation of impulse waves, their propagation in the reservoir and their impact on the downstream bank. A number of waves were generated by different fallings of calcareous blocks, considering different volumes, sliding slopes, initial positions and reservoir depths. All fallings were recorded by video-camera and the results were processed afterwards to obtain the time history of the falling. The water surface variations due to transient waves were measured at five gauges placed between the banks. The waves overtopping and breaking on the downstream bank were also filmed using a video camera, and the hydrodynamic forces on this bank were also measured using four pressure transducers.
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spelling Landslides into reservoirs and their impacts on banksAbstract Mass wasting processes, like slope failures, on the margins of dam reservoirs, lakes, bays and oceans may generate large water waves that can produce disasters due to flooding over the banks, run up along the shoreline and overtopping dam crests. Therefore, the study of slope failures, the subsequent generation of impulse waves and their consequences are of paramount importance for safety. In this paper the generation and propagation of water waves in reservoirs induced by landslides and their impact on banks were investigated by means of a laboratory study carried out at University of Coimbra wave channel, in a flume measuring 12.0 m ? 1.5 m ? 1.0 m (L ? H ? W), where two banks with variable slope were placed. The study considered the sliding of calcareous blocks over a sliding slope bank into the reservoir, the generation of impulse waves, their propagation in the reservoir and their impact on the downstream bank. A number of waves were generated by different fallings of calcareous blocks, considering different volumes, sliding slopes, initial positions and reservoir depths. All fallings were recorded by video-camera and the results were processed afterwards to obtain the time history of the falling. The water surface variations due to transient waves were measured at five gauges placed between the banks. The waves overtopping and breaking on the downstream bank were also filmed using a video camera, and the hydrodynamic forces on this bank were also measured using four pressure transducers.2007info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://hdl.handle.net/10316/7614http://hdl.handle.net/10316/7614https://doi.org/10.1007/s10652-007-9039-2engEnvironmental Fluid Mechanics. 7:6 (2007) 481-493Carvalho, Rita deCarmo, José Antunes doinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2020-05-25T11:37:02Zoai:estudogeral.uc.pt:10316/7614Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:57:10.221514Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Landslides into reservoirs and their impacts on banks
title Landslides into reservoirs and their impacts on banks
spellingShingle Landslides into reservoirs and their impacts on banks
Carvalho, Rita de
title_short Landslides into reservoirs and their impacts on banks
title_full Landslides into reservoirs and their impacts on banks
title_fullStr Landslides into reservoirs and their impacts on banks
title_full_unstemmed Landslides into reservoirs and their impacts on banks
title_sort Landslides into reservoirs and their impacts on banks
author Carvalho, Rita de
author_facet Carvalho, Rita de
Carmo, José Antunes do
author_role author
author2 Carmo, José Antunes do
author2_role author
dc.contributor.author.fl_str_mv Carvalho, Rita de
Carmo, José Antunes do
description Abstract Mass wasting processes, like slope failures, on the margins of dam reservoirs, lakes, bays and oceans may generate large water waves that can produce disasters due to flooding over the banks, run up along the shoreline and overtopping dam crests. Therefore, the study of slope failures, the subsequent generation of impulse waves and their consequences are of paramount importance for safety. In this paper the generation and propagation of water waves in reservoirs induced by landslides and their impact on banks were investigated by means of a laboratory study carried out at University of Coimbra wave channel, in a flume measuring 12.0 m ? 1.5 m ? 1.0 m (L ? H ? W), where two banks with variable slope were placed. The study considered the sliding of calcareous blocks over a sliding slope bank into the reservoir, the generation of impulse waves, their propagation in the reservoir and their impact on the downstream bank. A number of waves were generated by different fallings of calcareous blocks, considering different volumes, sliding slopes, initial positions and reservoir depths. All fallings were recorded by video-camera and the results were processed afterwards to obtain the time history of the falling. The water surface variations due to transient waves were measured at five gauges placed between the banks. The waves overtopping and breaking on the downstream bank were also filmed using a video camera, and the hydrodynamic forces on this bank were also measured using four pressure transducers.
publishDate 2007
dc.date.none.fl_str_mv 2007
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dc.identifier.uri.fl_str_mv http://hdl.handle.net/10316/7614
http://hdl.handle.net/10316/7614
https://doi.org/10.1007/s10652-007-9039-2
url http://hdl.handle.net/10316/7614
https://doi.org/10.1007/s10652-007-9039-2
dc.language.iso.fl_str_mv eng
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dc.relation.none.fl_str_mv Environmental Fluid Mechanics. 7:6 (2007) 481-493
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