File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Multi-scale flume investigation of the influence of cylindrical baffles on the mobility of landslide debris

TitleMulti-scale flume investigation of the influence of cylindrical baffles on the mobility of landslide debris
Authors
KeywordsBaffle height
Cylindrical baffle
Debris flow
Dynamic load
Dynamic pressure coefficient
Energy dissipation
Number of rows
Velocity
Issue Date5-Mar-2023
PublisherElsevier
Citation
Engineering Geology, 2023, v. 314 How to Cite?
Abstract

Debris flows travel downslope at high speed and often cause damage to the infrastructure of societies around the world. With increasing extreme rainfall events and urbanization in mountainous regions, effective structural countermeasures are in increasing demand. Over recent years, engineers have proposed the installation of an array of cylindrical columns, called baffles, to reduce the velocity of debris flows in catchments. However, existing design methods are highly empirical in nature, so it is unclear whether they are adequate or over designed, and appropriate specifications and arrangement of cylindrical baffles have still not been suggested. Moreover, previous experimental studies have predominantly modeled debris flows as dry granular flows at a laboratory scale. In this study, to investigate the effect of cylindrical baffles on the dynamic characteristics of debris flow, a series of small-scale flume tests was conducted using a flume equipped with devices to measure the flow interaction between baffles and the dynamic loads of debris flow. In addition, to investigate the scale effect of debris flows and cylindrical baffles on flow characteristics, large-scale tests were also performed according to different numbers of rows of baffles for similar baffle configurations confirmed by small-scale tests. Using the small- and large-scale test results, this study analyzed the energy dissipation and dynamic impact characteristics according to the height and number of rows of baffles. The analysis results showed that the use of baffles increased the energy dissipation of debris flows, and an additional row of baffles produced greater effects on the energy dissipation in the debris flows. Based on the test results, the average dynamic pressure coefficient for cylindrical baffles was 0.31.


Persistent Identifierhttp://hdl.handle.net/10722/341707
ISSN
2023 Impact Factor: 6.9
2023 SCImago Journal Rankings: 2.437
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorKim, BJ-
dc.contributor.authorChoi, CE-
dc.contributor.authorYune, CY-
dc.date.accessioned2024-03-20T06:58:27Z-
dc.date.available2024-03-20T06:58:27Z-
dc.date.issued2023-03-05-
dc.identifier.citationEngineering Geology, 2023, v. 314-
dc.identifier.issn0013-7952-
dc.identifier.urihttp://hdl.handle.net/10722/341707-
dc.description.abstract<p>Debris flows travel downslope at high speed and often cause damage to the infrastructure of societies around the world. With increasing extreme rainfall events and urbanization in mountainous regions, effective structural countermeasures are in increasing demand. Over recent years, engineers have proposed the installation of an array of cylindrical columns, called baffles, to reduce the velocity of debris flows in catchments. However, existing design methods are highly empirical in nature, so it is unclear whether they are adequate or over designed, and appropriate specifications and arrangement of cylindrical baffles have still not been suggested. Moreover, previous experimental studies have predominantly modeled debris flows as dry granular flows at a laboratory scale. In this study, to investigate the effect of cylindrical baffles on the dynamic characteristics of debris flow, a series of small-scale flume tests was conducted using a flume equipped with devices to measure the flow interaction between baffles and the dynamic loads of debris flow. In addition, to investigate the scale effect of debris flows and cylindrical baffles on <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/flow-characteristics" title="Learn more about flow characteristics from ScienceDirect's AI-generated Topic Pages">flow characteristics</a>, large-scale tests were also performed according to different numbers of rows of baffles for similar baffle configurations confirmed by small-scale tests. Using the small- and large-scale test results, this study analyzed the <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/energy-dissipation" title="Learn more about energy dissipation from ScienceDirect's AI-generated Topic Pages">energy dissipation</a> and dynamic impact characteristics according to the height and number of rows of baffles. The analysis results showed that the use of baffles increased the <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/energy-dissipation" title="Learn more about energy dissipation from ScienceDirect's AI-generated Topic Pages">energy dissipation</a> of debris flows, and an additional row of baffles produced greater effects on the energy dissipation in the debris flows. Based on the test results, the average dynamic pressure coefficient for cylindrical baffles was 0.31.<br></p>-
dc.languageeng-
dc.publisherElsevier-
dc.relation.ispartofEngineering Geology-
dc.subjectBaffle height-
dc.subjectCylindrical baffle-
dc.subjectDebris flow-
dc.subjectDynamic load-
dc.subjectDynamic pressure coefficient-
dc.subjectEnergy dissipation-
dc.subjectNumber of rows-
dc.subjectVelocity-
dc.titleMulti-scale flume investigation of the influence of cylindrical baffles on the mobility of landslide debris-
dc.typeArticle-
dc.identifier.doi10.1016/j.enggeo.2023.107012-
dc.identifier.scopuseid_2-s2.0-85146561965-
dc.identifier.volume314-
dc.identifier.eissn1872-6917-
dc.identifier.isiWOS:000973749700001-
dc.identifier.issnl0013-7952-

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats