Hidroituango intake gate closure - Emergency conditions

This article presents the investigation, analysis, and results of the intake gate closure of two vertical fixed-wheel gates at the hydroelectric project Ituango in Colombia (2400 MW) under free- flow conditions. This atypical operation was considered successful notwithstanding adverse conditions, an...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Bladimir Suárez [verfasserIn] José David Vera Rodríguez [verfasserIn] Francisco Botero [verfasserIn] Byron Suárez Agudelo [verfasserIn] William Giraldo Jiménez [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	Hydraulic gates free flow closure hydrodynamic forces vibrations analysis aeration

Übergeordnetes Werk:	In: Revista Facultad de Ingeniería Universidad de Antioquia - Universidad de Antioquia, 2023, (2021), 104
Übergeordnetes Werk:	year:2021 ; number:104

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc Journal toc

DOI / URN:	10.17533/udea.redin.20210847

Katalog-ID:	DOAJ087645521

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spelling	10.17533/udea.redin.20210847 doi (DE-627)DOAJ087645521 (DE-599)DOAJe470750c4a444aaf9976869a7cd71a0e DE-627 ger DE-627 rakwb eng TA1-2040 Bladimir Suárez verfasserin aut Hidroituango intake gate closure - Emergency conditions 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This article presents the investigation, analysis, and results of the intake gate closure of two vertical fixed-wheel gates at the hydroelectric project Ituango in Colombia (2400 MW) under free- flow conditions. This atypical operation was considered successful notwithstanding adverse conditions, and therefore, it can be classified as a unique operation in the field of hydraulic gates. In this article, some relevant parameters, such as the hydraulic force of the servomotor during the operation of the gate, were measured before and after the operation and analyzed, and the results were presented. A new chart is proposed for the downpull coefficient based on the collected data, which could be implemented in the closure of gates against the free flow. Considering the abovementioned factors, the authors propose some recommendations and present drawn conclusions contributing to state of the art on design, manufacturing, and operation of this type of hydraulic gates and structures for large and small dams under adverse and extreme conditions. Hydraulic gates free flow closure hydrodynamic forces vibrations analysis aeration Engineering (General). Civil engineering (General) José David Vera Rodríguez verfasserin aut Francisco Botero verfasserin aut Byron Suárez Agudelo verfasserin aut William Giraldo Jiménez verfasserin aut In Revista Facultad de Ingeniería Universidad de Antioquia Universidad de Antioquia, 2023 (2021), 104 (DE-627)604939167 (DE-600)2505796-0 24222844 nnns year:2021 number:104 https://doi.org/10.17533/udea.redin.20210847 kostenfrei https://doaj.org/article/e470750c4a444aaf9976869a7cd71a0e kostenfrei https://revistas.udea.edu.co/index.php/ingenieria/article/view/344363 kostenfrei https://doaj.org/toc/0120-6230 Journal toc kostenfrei https://doaj.org/toc/2422-2844 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2111 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 2021 104
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allfieldsSound	10.17533/udea.redin.20210847 doi (DE-627)DOAJ087645521 (DE-599)DOAJe470750c4a444aaf9976869a7cd71a0e DE-627 ger DE-627 rakwb eng TA1-2040 Bladimir Suárez verfasserin aut Hidroituango intake gate closure - Emergency conditions 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This article presents the investigation, analysis, and results of the intake gate closure of two vertical fixed-wheel gates at the hydroelectric project Ituango in Colombia (2400 MW) under free- flow conditions. This atypical operation was considered successful notwithstanding adverse conditions, and therefore, it can be classified as a unique operation in the field of hydraulic gates. In this article, some relevant parameters, such as the hydraulic force of the servomotor during the operation of the gate, were measured before and after the operation and analyzed, and the results were presented. A new chart is proposed for the downpull coefficient based on the collected data, which could be implemented in the closure of gates against the free flow. Considering the abovementioned factors, the authors propose some recommendations and present drawn conclusions contributing to state of the art on design, manufacturing, and operation of this type of hydraulic gates and structures for large and small dams under adverse and extreme conditions. Hydraulic gates free flow closure hydrodynamic forces vibrations analysis aeration Engineering (General). Civil engineering (General) José David Vera Rodríguez verfasserin aut Francisco Botero verfasserin aut Byron Suárez Agudelo verfasserin aut William Giraldo Jiménez verfasserin aut In Revista Facultad de Ingeniería Universidad de Antioquia Universidad de Antioquia, 2023 (2021), 104 (DE-627)604939167 (DE-600)2505796-0 24222844 nnns year:2021 number:104 https://doi.org/10.17533/udea.redin.20210847 kostenfrei https://doaj.org/article/e470750c4a444aaf9976869a7cd71a0e kostenfrei https://revistas.udea.edu.co/index.php/ingenieria/article/view/344363 kostenfrei https://doaj.org/toc/0120-6230 Journal toc kostenfrei https://doaj.org/toc/2422-2844 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2111 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 2021 104
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author	Bladimir Suárez
spellingShingle	Bladimir Suárez misc TA1-2040 misc Hydraulic gates misc free flow closure misc hydrodynamic forces misc vibrations analysis misc aeration misc Engineering (General). Civil engineering (General) Hidroituango intake gate closure - Emergency conditions
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topic_title	TA1-2040 Hidroituango intake gate closure - Emergency conditions Hydraulic gates free flow closure hydrodynamic forces vibrations analysis aeration
topic	misc TA1-2040 misc Hydraulic gates misc free flow closure misc hydrodynamic forces misc vibrations analysis misc aeration misc Engineering (General). Civil engineering (General)
topic_unstemmed	misc TA1-2040 misc Hydraulic gates misc free flow closure misc hydrodynamic forces misc vibrations analysis misc aeration misc Engineering (General). Civil engineering (General)
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title	Hidroituango intake gate closure - Emergency conditions
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title_sort	hidroituango intake gate closure - emergency conditions
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title_auth	Hidroituango intake gate closure - Emergency conditions
abstract	This article presents the investigation, analysis, and results of the intake gate closure of two vertical fixed-wheel gates at the hydroelectric project Ituango in Colombia (2400 MW) under free- flow conditions. This atypical operation was considered successful notwithstanding adverse conditions, and therefore, it can be classified as a unique operation in the field of hydraulic gates. In this article, some relevant parameters, such as the hydraulic force of the servomotor during the operation of the gate, were measured before and after the operation and analyzed, and the results were presented. A new chart is proposed for the downpull coefficient based on the collected data, which could be implemented in the closure of gates against the free flow. Considering the abovementioned factors, the authors propose some recommendations and present drawn conclusions contributing to state of the art on design, manufacturing, and operation of this type of hydraulic gates and structures for large and small dams under adverse and extreme conditions.
abstractGer	This article presents the investigation, analysis, and results of the intake gate closure of two vertical fixed-wheel gates at the hydroelectric project Ituango in Colombia (2400 MW) under free- flow conditions. This atypical operation was considered successful notwithstanding adverse conditions, and therefore, it can be classified as a unique operation in the field of hydraulic gates. In this article, some relevant parameters, such as the hydraulic force of the servomotor during the operation of the gate, were measured before and after the operation and analyzed, and the results were presented. A new chart is proposed for the downpull coefficient based on the collected data, which could be implemented in the closure of gates against the free flow. Considering the abovementioned factors, the authors propose some recommendations and present drawn conclusions contributing to state of the art on design, manufacturing, and operation of this type of hydraulic gates and structures for large and small dams under adverse and extreme conditions.
abstract_unstemmed	This article presents the investigation, analysis, and results of the intake gate closure of two vertical fixed-wheel gates at the hydroelectric project Ituango in Colombia (2400 MW) under free- flow conditions. This atypical operation was considered successful notwithstanding adverse conditions, and therefore, it can be classified as a unique operation in the field of hydraulic gates. In this article, some relevant parameters, such as the hydraulic force of the servomotor during the operation of the gate, were measured before and after the operation and analyzed, and the results were presented. A new chart is proposed for the downpull coefficient based on the collected data, which could be implemented in the closure of gates against the free flow. Considering the abovementioned factors, the authors propose some recommendations and present drawn conclusions contributing to state of the art on design, manufacturing, and operation of this type of hydraulic gates and structures for large and small dams under adverse and extreme conditions.
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title_short	Hidroituango intake gate closure - Emergency conditions
url	https://doi.org/10.17533/udea.redin.20210847 https://doaj.org/article/e470750c4a444aaf9976869a7cd71a0e https://revistas.udea.edu.co/index.php/ingenieria/article/view/344363 https://doaj.org/toc/0120-6230 https://doaj.org/toc/2422-2844
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