Analysis of mitigation effect of the open- and closed-type check dam
Debris flow caused by intense rainfall can damage facilities and endanger human life. Accordingly, several models have been developed to predict and mitigate the debris flow damage, for which check-dam construction is essential. There are two types of check dams: open type and closed type. The forme...
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Format: | Article |
Language: | English |
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EDP Sciences
2023-01-01
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Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/52/e3sconf_dfhm82023_06011.pdf |
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author | Lee Seungjun An Hyunuk Kim Minseok |
author_facet | Lee Seungjun An Hyunuk Kim Minseok |
author_sort | Lee Seungjun |
collection | DOAJ |
description | Debris flow caused by intense rainfall can damage facilities and endanger human life. Accordingly, several models have been developed to predict and mitigate the debris flow damage, for which check-dam construction is essential. There are two types of check dams: open type and closed type. The former is suitable for granular debris flow containing little water, whereas the latter is suitable for water-laden debris flows. However, it is challenging to site the check dam to realize optimal mitigation effects. Therefore, we determined the best check dam location to reduce debris flow damage considering the two types. In this study, we simulated the Raemian apartment basin for the Mt. Umyeon landslides, which occurred in 2011. Constructing the open- and closed type dam at the upper side of the catchment produced the best performance. |
first_indexed | 2024-03-12T14:09:21Z |
format | Article |
id | doaj.art-121c0898d1ce49099f1d7b68105c2560 |
institution | Directory Open Access Journal |
issn | 2267-1242 |
language | English |
last_indexed | 2024-03-12T14:09:21Z |
publishDate | 2023-01-01 |
publisher | EDP Sciences |
record_format | Article |
series | E3S Web of Conferences |
spelling | doaj.art-121c0898d1ce49099f1d7b68105c25602023-08-21T09:02:38ZengEDP SciencesE3S Web of Conferences2267-12422023-01-014150601110.1051/e3sconf/202341506011e3sconf_dfhm82023_06011Analysis of mitigation effect of the open- and closed-type check damLee Seungjun0An Hyunuk1Kim Minseok2Chungnam National University, Department of Agricultural and Rural EngineeringChungnam National University, Department of Agricultural and Rural EngineeringKorea Institute of Geoscience and Mineral Resources, Geologic Hazards DivisionDebris flow caused by intense rainfall can damage facilities and endanger human life. Accordingly, several models have been developed to predict and mitigate the debris flow damage, for which check-dam construction is essential. There are two types of check dams: open type and closed type. The former is suitable for granular debris flow containing little water, whereas the latter is suitable for water-laden debris flows. However, it is challenging to site the check dam to realize optimal mitigation effects. Therefore, we determined the best check dam location to reduce debris flow damage considering the two types. In this study, we simulated the Raemian apartment basin for the Mt. Umyeon landslides, which occurred in 2011. Constructing the open- and closed type dam at the upper side of the catchment produced the best performance.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/52/e3sconf_dfhm82023_06011.pdf |
spellingShingle | Lee Seungjun An Hyunuk Kim Minseok Analysis of mitigation effect of the open- and closed-type check dam E3S Web of Conferences |
title | Analysis of mitigation effect of the open- and closed-type check dam |
title_full | Analysis of mitigation effect of the open- and closed-type check dam |
title_fullStr | Analysis of mitigation effect of the open- and closed-type check dam |
title_full_unstemmed | Analysis of mitigation effect of the open- and closed-type check dam |
title_short | Analysis of mitigation effect of the open- and closed-type check dam |
title_sort | analysis of mitigation effect of the open and closed type check dam |
url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/52/e3sconf_dfhm82023_06011.pdf |
work_keys_str_mv | AT leeseungjun analysisofmitigationeffectoftheopenandclosedtypecheckdam AT anhyunuk analysisofmitigationeffectoftheopenandclosedtypecheckdam AT kimminseok analysisofmitigationeffectoftheopenandclosedtypecheckdam |