Induced aeration flow over stepped spillways: mean pressures, air entrainment and flow behavior
ABSTRACT Stepped spillways can dissipate a great amount of energy during the flow passage over the chute, however these structures have limited operation due to the risk of cavitation damage. The induced aeration may protect the concrete chute through the air concentration near the channel bottom. F...
Ausführliche Beschreibung
Autor*in: |
Carolina K. Novakoski [verfasserIn] Rute Ferla [verfasserIn] Priscila dos Santos Priebe [verfasserIn] Aline Saupe Abreu [verfasserIn] Marcelo G. Marques [verfasserIn] Maurício Dai Prá [verfasserIn] Alba V. B. Canellas [verfasserIn] Eder D. Teixeira [verfasserIn] |
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Format: |
E-Artikel |
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Sprache: |
Englisch ; Portugiesisch |
Erschienen: |
2021 |
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Schlagwörter: |
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Übergeordnetes Werk: |
In: Revista Brasileira de Recursos Hídricos - Associação Brasileira de Recursos Hídricos, 2016, 26(2021) |
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Übergeordnetes Werk: |
volume:26 ; year:2021 |
Links: |
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DOI / URN: |
10.1590/2318-0331.262120210098 |
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Katalog-ID: |
DOAJ014016028 |
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520 | |a ABSTRACT Stepped spillways can dissipate a great amount of energy during the flow passage over the chute, however these structures have limited operation due to the risk of cavitation damage. The induced aeration may protect the concrete chute through the air concentration near the channel bottom. Furthermore, some research studies have indicated that the presence of air in flows may reduce the mean pressures. The present research aims to analyze mean pressures, air entrainment coefficient and flow behavior over a stepped spillway with aeration induced by two different deflectors, comparing the results to natural aeration flow. Despite the jet impact influence, the induced aeration does not change significantly the mean pressures compared to natural aeration flow. The air entrainment coefficient, as well as the jet impact position, is higher for the deflector with the longer extension and, although air bubbles can be seen throughout the extension of the chute due to the air entrainment through the inferior flow surface, the induced aeration did not anticipate the boundary layer inception point position. | ||
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10.1590/2318-0331.262120210098 doi (DE-627)DOAJ014016028 (DE-599)DOAJ609bff676c8949fb9283a43774ef74db DE-627 ger DE-627 rakwb eng por TC1-978 TC401-506 GE1-350 Carolina K. Novakoski verfasserin aut Induced aeration flow over stepped spillways: mean pressures, air entrainment and flow behavior 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ABSTRACT Stepped spillways can dissipate a great amount of energy during the flow passage over the chute, however these structures have limited operation due to the risk of cavitation damage. The induced aeration may protect the concrete chute through the air concentration near the channel bottom. Furthermore, some research studies have indicated that the presence of air in flows may reduce the mean pressures. The present research aims to analyze mean pressures, air entrainment coefficient and flow behavior over a stepped spillway with aeration induced by two different deflectors, comparing the results to natural aeration flow. Despite the jet impact influence, the induced aeration does not change significantly the mean pressures compared to natural aeration flow. The air entrainment coefficient, as well as the jet impact position, is higher for the deflector with the longer extension and, although air bubbles can be seen throughout the extension of the chute due to the air entrainment through the inferior flow surface, the induced aeration did not anticipate the boundary layer inception point position. Deflector Physical modelling Flow aeration Technology T Hydraulic engineering River, lake, and water-supply engineering (General) Geography. Anthropology. Recreation G Environmental sciences Rute Ferla verfasserin aut Priscila dos Santos Priebe verfasserin aut Aline Saupe Abreu verfasserin aut Marcelo G. Marques verfasserin aut Maurício Dai Prá verfasserin aut Alba V. B. Canellas verfasserin aut Eder D. Teixeira verfasserin aut In Revista Brasileira de Recursos Hídricos Associação Brasileira de Recursos Hídricos, 2016 26(2021) (DE-627)893151513 (DE-600)2899348-2 23180331 nnns volume:26 year:2021 https://doi.org/10.1590/2318-0331.262120210098 kostenfrei https://doaj.org/article/609bff676c8949fb9283a43774ef74db kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100235&tlng=en kostenfrei https://doaj.org/toc/2318-0331 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_2014 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_4338 GBV_ILN_4367 GBV_ILN_4700 AR 26 2021 |
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10.1590/2318-0331.262120210098 doi (DE-627)DOAJ014016028 (DE-599)DOAJ609bff676c8949fb9283a43774ef74db DE-627 ger DE-627 rakwb eng por TC1-978 TC401-506 GE1-350 Carolina K. Novakoski verfasserin aut Induced aeration flow over stepped spillways: mean pressures, air entrainment and flow behavior 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ABSTRACT Stepped spillways can dissipate a great amount of energy during the flow passage over the chute, however these structures have limited operation due to the risk of cavitation damage. The induced aeration may protect the concrete chute through the air concentration near the channel bottom. Furthermore, some research studies have indicated that the presence of air in flows may reduce the mean pressures. The present research aims to analyze mean pressures, air entrainment coefficient and flow behavior over a stepped spillway with aeration induced by two different deflectors, comparing the results to natural aeration flow. Despite the jet impact influence, the induced aeration does not change significantly the mean pressures compared to natural aeration flow. The air entrainment coefficient, as well as the jet impact position, is higher for the deflector with the longer extension and, although air bubbles can be seen throughout the extension of the chute due to the air entrainment through the inferior flow surface, the induced aeration did not anticipate the boundary layer inception point position. Deflector Physical modelling Flow aeration Technology T Hydraulic engineering River, lake, and water-supply engineering (General) Geography. Anthropology. Recreation G Environmental sciences Rute Ferla verfasserin aut Priscila dos Santos Priebe verfasserin aut Aline Saupe Abreu verfasserin aut Marcelo G. Marques verfasserin aut Maurício Dai Prá verfasserin aut Alba V. B. Canellas verfasserin aut Eder D. Teixeira verfasserin aut In Revista Brasileira de Recursos Hídricos Associação Brasileira de Recursos Hídricos, 2016 26(2021) (DE-627)893151513 (DE-600)2899348-2 23180331 nnns volume:26 year:2021 https://doi.org/10.1590/2318-0331.262120210098 kostenfrei https://doaj.org/article/609bff676c8949fb9283a43774ef74db kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100235&tlng=en kostenfrei https://doaj.org/toc/2318-0331 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_2014 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_4338 GBV_ILN_4367 GBV_ILN_4700 AR 26 2021 |
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10.1590/2318-0331.262120210098 doi (DE-627)DOAJ014016028 (DE-599)DOAJ609bff676c8949fb9283a43774ef74db DE-627 ger DE-627 rakwb eng por TC1-978 TC401-506 GE1-350 Carolina K. Novakoski verfasserin aut Induced aeration flow over stepped spillways: mean pressures, air entrainment and flow behavior 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ABSTRACT Stepped spillways can dissipate a great amount of energy during the flow passage over the chute, however these structures have limited operation due to the risk of cavitation damage. The induced aeration may protect the concrete chute through the air concentration near the channel bottom. Furthermore, some research studies have indicated that the presence of air in flows may reduce the mean pressures. The present research aims to analyze mean pressures, air entrainment coefficient and flow behavior over a stepped spillway with aeration induced by two different deflectors, comparing the results to natural aeration flow. Despite the jet impact influence, the induced aeration does not change significantly the mean pressures compared to natural aeration flow. The air entrainment coefficient, as well as the jet impact position, is higher for the deflector with the longer extension and, although air bubbles can be seen throughout the extension of the chute due to the air entrainment through the inferior flow surface, the induced aeration did not anticipate the boundary layer inception point position. Deflector Physical modelling Flow aeration Technology T Hydraulic engineering River, lake, and water-supply engineering (General) Geography. Anthropology. Recreation G Environmental sciences Rute Ferla verfasserin aut Priscila dos Santos Priebe verfasserin aut Aline Saupe Abreu verfasserin aut Marcelo G. Marques verfasserin aut Maurício Dai Prá verfasserin aut Alba V. B. Canellas verfasserin aut Eder D. Teixeira verfasserin aut In Revista Brasileira de Recursos Hídricos Associação Brasileira de Recursos Hídricos, 2016 26(2021) (DE-627)893151513 (DE-600)2899348-2 23180331 nnns volume:26 year:2021 https://doi.org/10.1590/2318-0331.262120210098 kostenfrei https://doaj.org/article/609bff676c8949fb9283a43774ef74db kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312021000100235&tlng=en kostenfrei https://doaj.org/toc/2318-0331 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_2014 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_4338 GBV_ILN_4367 GBV_ILN_4700 AR 26 2021 |
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Induced aeration flow over stepped spillways: mean pressures, air entrainment and flow behavior |
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ABSTRACT Stepped spillways can dissipate a great amount of energy during the flow passage over the chute, however these structures have limited operation due to the risk of cavitation damage. The induced aeration may protect the concrete chute through the air concentration near the channel bottom. Furthermore, some research studies have indicated that the presence of air in flows may reduce the mean pressures. The present research aims to analyze mean pressures, air entrainment coefficient and flow behavior over a stepped spillway with aeration induced by two different deflectors, comparing the results to natural aeration flow. Despite the jet impact influence, the induced aeration does not change significantly the mean pressures compared to natural aeration flow. The air entrainment coefficient, as well as the jet impact position, is higher for the deflector with the longer extension and, although air bubbles can be seen throughout the extension of the chute due to the air entrainment through the inferior flow surface, the induced aeration did not anticipate the boundary layer inception point position. |
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ABSTRACT Stepped spillways can dissipate a great amount of energy during the flow passage over the chute, however these structures have limited operation due to the risk of cavitation damage. The induced aeration may protect the concrete chute through the air concentration near the channel bottom. Furthermore, some research studies have indicated that the presence of air in flows may reduce the mean pressures. The present research aims to analyze mean pressures, air entrainment coefficient and flow behavior over a stepped spillway with aeration induced by two different deflectors, comparing the results to natural aeration flow. Despite the jet impact influence, the induced aeration does not change significantly the mean pressures compared to natural aeration flow. The air entrainment coefficient, as well as the jet impact position, is higher for the deflector with the longer extension and, although air bubbles can be seen throughout the extension of the chute due to the air entrainment through the inferior flow surface, the induced aeration did not anticipate the boundary layer inception point position. |
abstract_unstemmed |
ABSTRACT Stepped spillways can dissipate a great amount of energy during the flow passage over the chute, however these structures have limited operation due to the risk of cavitation damage. The induced aeration may protect the concrete chute through the air concentration near the channel bottom. Furthermore, some research studies have indicated that the presence of air in flows may reduce the mean pressures. The present research aims to analyze mean pressures, air entrainment coefficient and flow behavior over a stepped spillway with aeration induced by two different deflectors, comparing the results to natural aeration flow. Despite the jet impact influence, the induced aeration does not change significantly the mean pressures compared to natural aeration flow. The air entrainment coefficient, as well as the jet impact position, is higher for the deflector with the longer extension and, although air bubbles can be seen throughout the extension of the chute due to the air entrainment through the inferior flow surface, the induced aeration did not anticipate the boundary layer inception point position. |
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Novakoski</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Induced aeration flow over stepped spillways: mean pressures, air entrainment and flow behavior</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2021</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">ABSTRACT Stepped spillways can dissipate a great amount of energy during the flow passage over the chute, however these structures have limited operation due to the risk of cavitation damage. The induced aeration may protect the concrete chute through the air concentration near the channel bottom. Furthermore, some research studies have indicated that the presence of air in flows may reduce the mean pressures. The present research aims to analyze mean pressures, air entrainment coefficient and flow behavior over a stepped spillway with aeration induced by two different deflectors, comparing the results to natural aeration flow. Despite the jet impact influence, the induced aeration does not change significantly the mean pressures compared to natural aeration flow. The air entrainment coefficient, as well as the jet impact position, is higher for the deflector with the longer extension and, although air bubbles can be seen throughout the extension of the chute due to the air entrainment through the inferior flow surface, the induced aeration did not anticipate the boundary layer inception point position.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Deflector</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Physical modelling</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Flow aeration</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Technology</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">T</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Hydraulic engineering</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">River, lake, and water-supply engineering (General)</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Geography. 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