Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey

Detalhes bibliográficos
Autor(a) principal: Doğan, Emrah
Data de Publicação: 2023
Outros Autores: Temiz, Temel, Sönmez, Osman, Demirci, Beytullah, Spor, Pinar, Cumhur, Alper
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Acta scientiarum. Technology (Online)
Texto Completo: http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/64391
Resumo: As in the rest of the world, the impact of climate change is clearly felt in Turkey, while the effects of global warming, drought and flood-induced disasters continue to increase day by day. At the same time, water consumption is crucial for the survival of people. Efficient water use and conservation, facilitated by water resources management, should be recognized as a pressing contemporary concern. Recently, floods that cause a great deal of damage have started to occur frequently in Turkey. A possible flood that may occur in the demolition of Gökçe Dam has been a matter of curiosity. This dam is the most important water source for Yalova province and has been in service for a long time. Therefore, the aim of this study is to examine the flood risk situations of settlements in case of a possible Gökçe Dam failure or basin flooding. Additionally, the study aims to estimate the damages that may occur in houses of flooded areas. Piping and overtopping methods were used in HEC-RAS program to create flood maps, and the Van Eck and Kok damage curves were used to assess the damages. While water level varies between 0-1 meters in the most affected buildings in the overtopping method, this level is 2-3 meters in the piping method. The damage to buildings with a water level of 4 meters and above is quite high in the piping method, and it has been observed that greater damage may occur for lower water levels in the overtopping method. The total damage and number of affected buildings are higher in the piping method. Accordingly, a possible Gökçe dam failure would cause significant losses in both methods, especially in the piping method.
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spelling Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, TurkeyDam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkeydam failure; depth damage curve; HEC-RAS; piping overtopping methods; yalova gökçe dam.dam failure; depth damage curve; HEC-RAS; piping overtopping methods; yalova gökçe dam.As in the rest of the world, the impact of climate change is clearly felt in Turkey, while the effects of global warming, drought and flood-induced disasters continue to increase day by day. At the same time, water consumption is crucial for the survival of people. Efficient water use and conservation, facilitated by water resources management, should be recognized as a pressing contemporary concern. Recently, floods that cause a great deal of damage have started to occur frequently in Turkey. A possible flood that may occur in the demolition of Gökçe Dam has been a matter of curiosity. This dam is the most important water source for Yalova province and has been in service for a long time. Therefore, the aim of this study is to examine the flood risk situations of settlements in case of a possible Gökçe Dam failure or basin flooding. Additionally, the study aims to estimate the damages that may occur in houses of flooded areas. Piping and overtopping methods were used in HEC-RAS program to create flood maps, and the Van Eck and Kok damage curves were used to assess the damages. While water level varies between 0-1 meters in the most affected buildings in the overtopping method, this level is 2-3 meters in the piping method. The damage to buildings with a water level of 4 meters and above is quite high in the piping method, and it has been observed that greater damage may occur for lower water levels in the overtopping method. The total damage and number of affected buildings are higher in the piping method. Accordingly, a possible Gökçe dam failure would cause significant losses in both methods, especially in the piping method.As in the rest of the world, the impact of climate change is clearly felt in Turkey, while the effects of global warming, drought and flood-induced disasters continue to increase day by day. At the same time, water consumption is crucial for the survival of people. Efficient water use and conservation, facilitated by water resources management, should be recognized as a pressing contemporary concern. Recently, floods that cause a great deal of damage have started to occur frequently in Turkey. A possible flood that may occur in the demolition of Gökçe Dam has been a matter of curiosity. This dam is the most important water source for Yalova province and has been in service for a long time. Therefore, the aim of this study is to examine the flood risk situations of settlements in case of a possible Gökçe Dam failure or basin flooding. Additionally, the study aims to estimate the damages that may occur in houses of flooded areas. Piping and overtopping methods were used in HEC-RAS program to create flood maps, and the Van Eck and Kok damage curves were used to assess the damages. While water level varies between 0-1 meters in the most affected buildings in the overtopping method, this level is 2-3 meters in the piping method. The damage to buildings with a water level of 4 meters and above is quite high in the piping method, and it has been observed that greater damage may occur for lower water levels in the overtopping method. The total damage and number of affected buildings are higher in the piping method. Accordingly, a possible Gökçe dam failure would cause significant losses in both methods, especially in the piping method.Universidade Estadual De Maringá2023-11-06info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/6439110.4025/actascitechnol.v46i1.64391Acta Scientiarum. Technology; Vol 46 No 1 (2024): Em proceso; e64391Acta Scientiarum. Technology; v. 46 n. 1 (2024): Publicação contínua; e643911806-25631807-8664reponame:Acta scientiarum. Technology (Online)instname:Universidade Estadual de Maringá (UEM)instacron:UEMenghttp://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/64391/751375156641Copyright (c) 2024 Acta Scientiarum. Technologyhttp://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessDoğan, Emrah Temiz, Temel Sönmez, Osman Demirci, Beytullah Spor, PinarCumhur, Alper 2024-02-08T19:23:06Zoai:periodicos.uem.br/ojs:article/64391Revistahttps://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/indexPUBhttps://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/oai||actatech@uem.br1807-86641806-2563opendoar:2024-02-08T19:23:06Acta scientiarum. Technology (Online) - Universidade Estadual de Maringá (UEM)false
dc.title.none.fl_str_mv Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
title Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
spellingShingle Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
Doğan, Emrah
dam failure; depth damage curve; HEC-RAS; piping overtopping methods; yalova gökçe dam.
dam failure; depth damage curve; HEC-RAS; piping overtopping methods; yalova gökçe dam.
title_short Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
title_full Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
title_fullStr Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
title_full_unstemmed Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
title_sort Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
author Doğan, Emrah
author_facet Doğan, Emrah
Temiz, Temel
Sönmez, Osman
Demirci, Beytullah
Spor, Pinar
Cumhur, Alper
author_role author
author2 Temiz, Temel
Sönmez, Osman
Demirci, Beytullah
Spor, Pinar
Cumhur, Alper
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Doğan, Emrah
Temiz, Temel
Sönmez, Osman
Demirci, Beytullah
Spor, Pinar
Cumhur, Alper
dc.subject.por.fl_str_mv dam failure; depth damage curve; HEC-RAS; piping overtopping methods; yalova gökçe dam.
dam failure; depth damage curve; HEC-RAS; piping overtopping methods; yalova gökçe dam.
topic dam failure; depth damage curve; HEC-RAS; piping overtopping methods; yalova gökçe dam.
dam failure; depth damage curve; HEC-RAS; piping overtopping methods; yalova gökçe dam.
description As in the rest of the world, the impact of climate change is clearly felt in Turkey, while the effects of global warming, drought and flood-induced disasters continue to increase day by day. At the same time, water consumption is crucial for the survival of people. Efficient water use and conservation, facilitated by water resources management, should be recognized as a pressing contemporary concern. Recently, floods that cause a great deal of damage have started to occur frequently in Turkey. A possible flood that may occur in the demolition of Gökçe Dam has been a matter of curiosity. This dam is the most important water source for Yalova province and has been in service for a long time. Therefore, the aim of this study is to examine the flood risk situations of settlements in case of a possible Gökçe Dam failure or basin flooding. Additionally, the study aims to estimate the damages that may occur in houses of flooded areas. Piping and overtopping methods were used in HEC-RAS program to create flood maps, and the Van Eck and Kok damage curves were used to assess the damages. While water level varies between 0-1 meters in the most affected buildings in the overtopping method, this level is 2-3 meters in the piping method. The damage to buildings with a water level of 4 meters and above is quite high in the piping method, and it has been observed that greater damage may occur for lower water levels in the overtopping method. The total damage and number of affected buildings are higher in the piping method. Accordingly, a possible Gökçe dam failure would cause significant losses in both methods, especially in the piping method.
publishDate 2023
dc.date.none.fl_str_mv 2023-11-06
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/64391
10.4025/actascitechnol.v46i1.64391
url http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/64391
identifier_str_mv 10.4025/actascitechnol.v46i1.64391
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/64391/751375156641
dc.rights.driver.fl_str_mv Copyright (c) 2024 Acta Scientiarum. Technology
http://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2024 Acta Scientiarum. Technology
http://creativecommons.org/licenses/by/4.0
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Estadual De Maringá
publisher.none.fl_str_mv Universidade Estadual De Maringá
dc.source.none.fl_str_mv Acta Scientiarum. Technology; Vol 46 No 1 (2024): Em proceso; e64391
Acta Scientiarum. Technology; v. 46 n. 1 (2024): Publicação contínua; e64391
1806-2563
1807-8664
reponame:Acta scientiarum. Technology (Online)
instname:Universidade Estadual de Maringá (UEM)
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instname_str Universidade Estadual de Maringá (UEM)
instacron_str UEM
institution UEM
reponame_str Acta scientiarum. Technology (Online)
collection Acta scientiarum. Technology (Online)
repository.name.fl_str_mv Acta scientiarum. Technology (Online) - Universidade Estadual de Maringá (UEM)
repository.mail.fl_str_mv ||actatech@uem.br
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