File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Conference Paper: Flume modelling of rigid barrier run-up mitigation measures

TitleFlume modelling of rigid barrier run-up mitigation measures
Authors
Issue Date2016
Citation
12th International Symposium on Landslides, Napoli, Italy, 12-19 June 2016. In Landslides and Engineered Slopes. Experience, Theory and Practice, 2016, v. 2, p. 643-648 How to Cite?
Abstract© 2016 Associazione Geotecnica Italiana, Rome, Italy. Rigid barriers are commonly installed to mitigate debris flows in mountainous regions around the world. Debris flows impacting a rigid barrier have the tendency to run-up along its vertical face. Hence, it is important for engineers to be able to predict and assess the run-up height to prevent overspilling of debris. More importantly engineers must understand how structural countermeasures, namely baffles and deflectors, can control run-up. A 5 m-long rectangular flume model was adopted to examine the run-up mechanisms of single-phase flows against rigid barriers, and investigate the interaction mechanisms of both baffles and deflectors in suppressing run-up. High-speed imagery was used to estimate the flow velocity and thickness of the flow. Both granular and water flows were used, separately, to understand the mechanisms for the simplest flow cases of frictional flows and inviscid flows, respectively.
Persistent Identifierhttp://hdl.handle.net/10722/273568
ISBN

 

DC FieldValueLanguage
dc.contributor.authorChoi, C. E.-
dc.contributor.authorLiu, L. H.D.-
dc.contributor.authorGoodwin, G.-
dc.contributor.authorNg, C. W.W.-
dc.date.accessioned2019-08-12T09:55:57Z-
dc.date.available2019-08-12T09:55:57Z-
dc.date.issued2016-
dc.identifier.citation12th International Symposium on Landslides, Napoli, Italy, 12-19 June 2016. In Landslides and Engineered Slopes. Experience, Theory and Practice, 2016, v. 2, p. 643-648-
dc.identifier.isbn9781138029880-
dc.identifier.urihttp://hdl.handle.net/10722/273568-
dc.description.abstract© 2016 Associazione Geotecnica Italiana, Rome, Italy. Rigid barriers are commonly installed to mitigate debris flows in mountainous regions around the world. Debris flows impacting a rigid barrier have the tendency to run-up along its vertical face. Hence, it is important for engineers to be able to predict and assess the run-up height to prevent overspilling of debris. More importantly engineers must understand how structural countermeasures, namely baffles and deflectors, can control run-up. A 5 m-long rectangular flume model was adopted to examine the run-up mechanisms of single-phase flows against rigid barriers, and investigate the interaction mechanisms of both baffles and deflectors in suppressing run-up. High-speed imagery was used to estimate the flow velocity and thickness of the flow. Both granular and water flows were used, separately, to understand the mechanisms for the simplest flow cases of frictional flows and inviscid flows, respectively.-
dc.languageeng-
dc.relation.ispartofLandslides and Engineered Slopes. Experience, Theory and Practice-
dc.titleFlume modelling of rigid barrier run-up mitigation measures-
dc.typeConference_Paper-
dc.identifier.scopuseid_2-s2.0-84984799225-
dc.identifier.volume2-
dc.identifier.spage643-
dc.identifier.epage648-

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats