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Article: A physical and numerical investigation of flow-barrier interaction for the design of a multiple-barrier system

TitleA physical and numerical investigation of flow-barrier interaction for the design of a multiple-barrier system
Authors
KeywordsBarrier height
Debris flow
Impact
Landslides
Multiple barriers
Issue Date8-Nov-2022
PublisherAmerican Society of Civil Engineers
Citation
Journal of Geotechnical and Geoenvironmental Engineering, 2022, v. 149, n. 1 How to Cite?
Abstract

Multiple barriers have become popular to mitigate debris flows worldwide. Existing guidelines only recommend the minimum spacing based on volume retention, and the influence of flow–barrier interaction is ignored. It is obvious that understanding the flow–barrier interaction for a multiple-barrier system is imperative for safer and more economical designs. In this study, a physical experiment of debris flow impacting a dual rigid barrier system conducted in a 28-m-long flume is presented. The experimental results are used to calibrate a numerical model based on the lattice Boltzmann method (LBM) with a new Voellmy-like rheology. A numerical parametric study is then conducted to investigate the influence of the barrier heights and of the spacing between the barriers on the overflow mechanisms, the material depositions, and the impact dynamics. A new method to estimate the launching angle using the ratio between the barrier height and the flow thickness is proposed to calculate the overflow distance �+. Furthermore, the existing volume retention criterion can be used when spacing � is between 2 and 5 times the overflow distance �+ (i.e., �/�+≈2–5) and both barriers have a similar height. Whereas, when �/�+>10, a smaller first barrier results in reduced impact force due to flow thinning and spreading between barriers.


Persistent Identifierhttp://hdl.handle.net/10722/341709
ISSN
2023 Impact Factor: 3.9
2023 SCImago Journal Rankings: 1.671
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorNg, CWW-
dc.contributor.authorLeonardi, A-
dc.contributor.authorMajeed, U-
dc.contributor.authorPirulli, M-
dc.contributor.authorChoi, CE-
dc.date.accessioned2024-03-20T06:58:28Z-
dc.date.available2024-03-20T06:58:28Z-
dc.date.issued2022-11-08-
dc.identifier.citationJournal of Geotechnical and Geoenvironmental Engineering, 2022, v. 149, n. 1-
dc.identifier.issn1090-0241-
dc.identifier.urihttp://hdl.handle.net/10722/341709-
dc.description.abstract<p>Multiple barriers have become popular to mitigate debris flows worldwide. Existing guidelines only recommend the minimum spacing based on volume retention, and the influence of flow–barrier interaction is ignored. It is obvious that understanding the flow–barrier interaction for a multiple-barrier system is imperative for safer and more economical designs. In this study, a physical experiment of debris flow impacting a dual rigid barrier system conducted in a 28-m-long flume is presented. The experimental results are used to calibrate a numerical model based on the lattice Boltzmann method (LBM) with a new Voellmy-like rheology. A numerical parametric study is then conducted to investigate the influence of the barrier heights and of the spacing between the barriers on the overflow mechanisms, the material depositions, and the impact dynamics. A new method to estimate the launching angle using the ratio between the barrier height and the flow thickness is proposed to calculate the overflow distance �+. Furthermore, the existing volume retention criterion can be used when spacing � is between 2 and 5 times the overflow distance �+ (i.e., �/�+≈2–5) and both barriers have a similar height. Whereas, when �/�+>10, a smaller first barrier results in reduced impact force due to flow thinning and spreading between barriers.<br></p>-
dc.languageeng-
dc.publisherAmerican Society of Civil Engineers-
dc.relation.ispartofJournal of Geotechnical and Geoenvironmental Engineering-
dc.subjectBarrier height-
dc.subjectDebris flow-
dc.subjectImpact-
dc.subjectLandslides-
dc.subjectMultiple barriers-
dc.titleA physical and numerical investigation of flow-barrier interaction for the design of a multiple-barrier system-
dc.typeArticle-
dc.identifier.doi10.1061/(ASCE)GT.1943-5606.0002932-
dc.identifier.scopuseid_2-s2.0-85142278045-
dc.identifier.volume149-
dc.identifier.issue1-
dc.identifier.eissn1943-5606-
dc.identifier.isiWOS:000886619000012-
dc.identifier.issnl1090-0241-

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