Evaluation of the implications of ice‐jam flood mitigation measures
Abstract Ice‐jam flood risk management requires new approaches to reduce flood damages. Although many structural and non‐structural measures are implemented to reduce the impacts of ice‐jam flooding, there are still many challenges in identifying appropriate strategies to reduce the ice‐jam flood ri...
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Online Access: | https://doi.org/10.1111/jfr3.12697 https://doaj.org/article/3a969209ca424a0eb4f99e03688bc9e8 |
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ftdoajarticles:oai:doaj.org/article:3a969209ca424a0eb4f99e03688bc9e8 2023-05-15T15:26:02+02:00 Evaluation of the implications of ice‐jam flood mitigation measures Apurba Das Karl‐Erich Lindenschmidt 2021-06-01T00:00:00Z https://doi.org/10.1111/jfr3.12697 https://doaj.org/article/3a969209ca424a0eb4f99e03688bc9e8 EN eng Wiley https://doi.org/10.1111/jfr3.12697 https://doaj.org/toc/1753-318X 1753-318X doi:10.1111/jfr3.12697 https://doaj.org/article/3a969209ca424a0eb4f99e03688bc9e8 Journal of Flood Risk Management, Vol 14, Iss 2, Pp n/a-n/a (2021) Athabasca River expected annual damages flood mitigation Fort McMurray ice jams Monte‐Carlo River protective works. Regulation. Flood control TC530-537 Disasters and engineering TA495 article 2021 ftdoajarticles https://doi.org/10.1111/jfr3.12697 2022-12-31T16:37:58Z Abstract Ice‐jam flood risk management requires new approaches to reduce flood damages. Although many structural and non‐structural measures are implemented to reduce the impacts of ice‐jam flooding, there are still many challenges in identifying appropriate strategies to reduce the ice‐jam flood risk along northern rivers. The main purpose of this study is to provide a novel methodological framework to assess the feasibility of various ice‐jam flood mitigation measures based on risk analysis. A total of three ice‐jam flood mitigation measures (artificial breakup, sediment dredging and dike installation) were examined using a stochastic modelling framework for the potential to reduce the ice‐jam flood risk along the Athabasca River at Fort McMurray. An ensemble of hundreds of backwater level profiles was used to construct ice‐jam flood hazard maps to estimate expected annual damages, using depth‐damage curves for structural and content damages, within the downtown area of Fort McMurray. The results show that, while sediment dredging may be able to reduce a certain level of expected annual damages in the town, and artificial breakup and a dike with a crest elevation of 250 m a.s.l. can be the most effective measures to reduce the amount of expected annual damages. Article in Journal/Newspaper Athabasca River Fort McMurray Directory of Open Access Journals: DOAJ Articles Fort McMurray Athabasca River Journal of Flood Risk Management 14 2 |
institution |
Open Polar |
collection |
Directory of Open Access Journals: DOAJ Articles |
op_collection_id |
ftdoajarticles |
language |
English |
topic |
Athabasca River expected annual damages flood mitigation Fort McMurray ice jams Monte‐Carlo River protective works. Regulation. Flood control TC530-537 Disasters and engineering TA495 |
spellingShingle |
Athabasca River expected annual damages flood mitigation Fort McMurray ice jams Monte‐Carlo River protective works. Regulation. Flood control TC530-537 Disasters and engineering TA495 Apurba Das Karl‐Erich Lindenschmidt Evaluation of the implications of ice‐jam flood mitigation measures |
topic_facet |
Athabasca River expected annual damages flood mitigation Fort McMurray ice jams Monte‐Carlo River protective works. Regulation. Flood control TC530-537 Disasters and engineering TA495 |
description |
Abstract Ice‐jam flood risk management requires new approaches to reduce flood damages. Although many structural and non‐structural measures are implemented to reduce the impacts of ice‐jam flooding, there are still many challenges in identifying appropriate strategies to reduce the ice‐jam flood risk along northern rivers. The main purpose of this study is to provide a novel methodological framework to assess the feasibility of various ice‐jam flood mitigation measures based on risk analysis. A total of three ice‐jam flood mitigation measures (artificial breakup, sediment dredging and dike installation) were examined using a stochastic modelling framework for the potential to reduce the ice‐jam flood risk along the Athabasca River at Fort McMurray. An ensemble of hundreds of backwater level profiles was used to construct ice‐jam flood hazard maps to estimate expected annual damages, using depth‐damage curves for structural and content damages, within the downtown area of Fort McMurray. The results show that, while sediment dredging may be able to reduce a certain level of expected annual damages in the town, and artificial breakup and a dike with a crest elevation of 250 m a.s.l. can be the most effective measures to reduce the amount of expected annual damages. |
format |
Article in Journal/Newspaper |
author |
Apurba Das Karl‐Erich Lindenschmidt |
author_facet |
Apurba Das Karl‐Erich Lindenschmidt |
author_sort |
Apurba Das |
title |
Evaluation of the implications of ice‐jam flood mitigation measures |
title_short |
Evaluation of the implications of ice‐jam flood mitigation measures |
title_full |
Evaluation of the implications of ice‐jam flood mitigation measures |
title_fullStr |
Evaluation of the implications of ice‐jam flood mitigation measures |
title_full_unstemmed |
Evaluation of the implications of ice‐jam flood mitigation measures |
title_sort |
evaluation of the implications of ice‐jam flood mitigation measures |
publisher |
Wiley |
publishDate |
2021 |
url |
https://doi.org/10.1111/jfr3.12697 https://doaj.org/article/3a969209ca424a0eb4f99e03688bc9e8 |
geographic |
Fort McMurray Athabasca River |
geographic_facet |
Fort McMurray Athabasca River |
genre |
Athabasca River Fort McMurray |
genre_facet |
Athabasca River Fort McMurray |
op_source |
Journal of Flood Risk Management, Vol 14, Iss 2, Pp n/a-n/a (2021) |
op_relation |
https://doi.org/10.1111/jfr3.12697 https://doaj.org/toc/1753-318X 1753-318X doi:10.1111/jfr3.12697 https://doaj.org/article/3a969209ca424a0eb4f99e03688bc9e8 |
op_doi |
https://doi.org/10.1111/jfr3.12697 |
container_title |
Journal of Flood Risk Management |
container_volume |
14 |
container_issue |
2 |
_version_ |
1766356596574650368 |