Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Carolina Kuhn Novakoski"'
Autor:
Aline Saupe Abreu, Carolina Kuhn Novakoski, Priscila dos Santos Priebe, Edgar Fernando Trierweiler Neto, Eder Daniel Teixeira, Marcelo Giulian Marques, Mauricio Dai Prá
Publikováno v:
Revista Brasileira de Recursos Hídricos, Vol 29 (2024)
ABSTRACT The hydrodynamic conditions to which hydraulic structures such as spillways and stilling basins of dams are submitted under given conditions favor the occurrence of cavitation, damaging the concrete surfaces. This damage may be intensified b
Externí odkaz:
https://doaj.org/article/21d321dc85bc49e485252293a77b18bc
Autor:
Rute Ferla, Carolina Kuhn Novakoski, Guilherme Santanna Castiglio, Mauricio Dai Prá, Marcelo Giulian Marques, Eder Daniel Teixeira
Publikováno v:
Revista Brasileira de Recursos Hídricos, Vol 28 (2023)
ABSTRACT Aerator systems promote additional insertion of air into the flow and can reduce the risk of cavitation and consequent damage to hydraulic structures. This work analyzes the hydrodynamic pressures on the steps of a physical model (with a chu
Externí odkaz:
https://doaj.org/article/6a803d2509714c34a5fc1fedd91cf04f
Autor:
Priscila dos Santos Priebe, Rute Ferla, Carolina Kuhn Novakoski, Aline Saupe Abreu, Eder Daniel Teixeira, Mauricio Dai Prá, Marcelo Giulian Marques
Publikováno v:
Revista Brasileira de Recursos Hídricos, Vol 26 (2021)
ABSTRACT The operation of stepped spillways is limited by a range of discharges due to the risk of occurrence of the cavitation phenomenon and erosion on its steps. Since there is a demand for spillways with the possibility of overflow of greater dis
Externí odkaz:
https://doaj.org/article/0cacf65895e34d7cb2d21cec8d60f618
Autor:
Rute Ferla, Carolina Kuhn Novakoski, Priscila dos Santos Priebe, Mauricio Dai Prá, Marcelo Giulian Marques, Eder Daniel Teixeira
Publikováno v:
Revista Brasileira de Recursos Hídricos, Vol 26 (2021)
ABSTRACT The possibility of damage due to the phenomenon of cavitation leads the design of stepped spillways considering maximum specific discharges of 15 to 30 m2/s, a limit considerably lower than that practiced on smooth chutes. Aerators promote t
Externí odkaz:
https://doaj.org/article/e47d9bf46e0b49da9fb73baa601b2676
Autor:
Carolina Kuhn Novakoski, Rute Ferla, Maurício Dai Prá, Alba Valéria Brandão Canellas, Marcelo Giulian Marques, Eder Daniel Teixeira
Publikováno v:
Revista Brasileira de Recursos Hídricos, Vol 25 (2020)
ABSTRACT Stepped spillways aim to dissipate part of the upstream energy during the flow passage by the chute. However, the use of these structures is limited to a restrict range of specific discharges due to the risk of cavitation damage. As the air
Externí odkaz:
https://doaj.org/article/e874bbcb766545898796b79f4e13fd27
Autor:
Carolina Kuhn Novakoski, Roberta Ferrão Hampe, Eliane Conterato, Marcelo Giulian Marques, Eder Daniel Teixeira
Publikováno v:
Revista Brasileira de Recursos Hídricos, Vol 22 (2017)
ABSTRACT The overflow system of a dam safely controls the water level of a reservoir. The design of these structures should predict the damage caused by the action of the turbulent flow to which they are subject to. The combination formed by a steppe
Externí odkaz:
https://doaj.org/article/45cb1dc4746e44b9a59851770d618d82
Autor:
Carolina Kuhn Novakoski, Eliane Conterato, Marcelo Marques, Eder Daniel Teixeira, Guilherme Abud Lima, Alexandre Mees
Publikováno v:
Revista Brasileira de Recursos Hídricos, Vol 22
ABSTRACT Stilling basins are structures built at the base of the spillway to dissipate energy, by means of a hydraulic jump. Hydraulic jump is a turbulent phenomenon that causes large pressure fluctuation in the stilling basin bottom, and can damage
Externí odkaz:
https://doaj.org/article/7ed6cc8be744428ab83c53fecd762c2b
Autor:
Jorge Matos, Carolina Kuhn Novakoski, Rute Ferla, Marcelo Giulian Marques, Mauricio Dai Prá, Alba Valéria Brandão Canellas, Eder Daniel Teixeira
Publikováno v:
Water; Volume 14; Issue 3; Pages: 306
Water, Vol 14, Iss 306, p 306 (2022)
Repositório Institucional da UFRGS
Universidade Federal do Rio Grande do Sul (UFRGS)
instacron:UFRGS
Water, Vol 14, Iss 306, p 306 (2022)
Repositório Institucional da UFRGS
Universidade Federal do Rio Grande do Sul (UFRGS)
instacron:UFRGS
Stepped spillways have been increasingly used to handle flood releases from large dams associated with hydropower plants, and it is important to evaluate the fluctuating pressure field on the steps. Hydraulic model investigations were conducted on th
Autor:
Marcelo Giulian Marques, Priscila dos Santos Priebe, Aline Saupe Abreu, Maurício Dai Prá, Carolina Kuhn Novakoski, Eder Daniel Teixeira, Rute Ferla
Publikováno v:
Revista Brasileira de Recursos Hídricos, Vol 26 (2021)
RBRH v.26 2021
RBRH
Associação Brasileira de Recursos Hídricos (ABRH)
instacron:ABRH
RBRH, Volume: 26, Article number: e13, Published: 28 MAY 2021
Repositório Institucional da UFRGS
Universidade Federal do Rio Grande do Sul (UFRGS)
instacron:UFRGS
RBRH v.26 2021
RBRH
Associação Brasileira de Recursos Hídricos (ABRH)
instacron:ABRH
RBRH, Volume: 26, Article number: e13, Published: 28 MAY 2021
Repositório Institucional da UFRGS
Universidade Federal do Rio Grande do Sul (UFRGS)
instacron:UFRGS
The operation of stepped spillways is limited by a range of discharges due to the risk of occurrence of the cavitation phenomenon and erosion on its steps. Since there is a demand for spillways with the possibility of overflow of greater discharges,
Autor:
Priscila dos Santos Priebe, Marcelo Giulian Marques, Rute Ferla, Carolina Kuhn Novakoski, Maurício Dai Prá, Eder Daniel Teixeira
Publikováno v:
Repositório Institucional da UFRGS
Universidade Federal do Rio Grande do Sul (UFRGS)
instacron:UFRGS
RBRH v.26 2021
RBRH
Associação Brasileira de Recursos Hídricos (ABRH)
instacron:ABRH
RBRH, Volume: 26, Article number: e04, Published: 02 APR 2021
Revista Brasileira de Recursos Hídricos, Vol 26 (2021)
Universidade Federal do Rio Grande do Sul (UFRGS)
instacron:UFRGS
RBRH v.26 2021
RBRH
Associação Brasileira de Recursos Hídricos (ABRH)
instacron:ABRH
RBRH, Volume: 26, Article number: e04, Published: 02 APR 2021
Revista Brasileira de Recursos Hídricos, Vol 26 (2021)
The possibility of damage due to the phenomenon of cavitation leads the design of stepped spillways considering maximum specific discharges of 15 to 30 m2/s, a limit considerably lower than that practiced on smooth chutes. Aerators promote the insert
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e1f5d331a945a04b716fd37729f252d0