Dam failure analysis according to different methods in HEC-RAS, Gökçe Dam, Turkey
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | , , , , |
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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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) instacron:UEM |
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 |
_version_ |
1799315338331947008 |