Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Victor Emanuel M. G. Diniz"'
Autor:
Podalyro Amaral de Souza, Pedro Alves Silva, Edevar Luvizotto Junior, Victor Emanuel M. G. Diniz
Publikováno v:
RBRH v.23 2018
RBRH
Associação Brasileira de Recursos Hídricos (ABRH)
instacron:ABRH
Revista Brasileira de Recursos Hídricos, Vol 23 (2018)
RBRH, Volume: 23, Article number: e20, Published: 28 MAY 2018
RBRH
Associação Brasileira de Recursos Hídricos (ABRH)
instacron:ABRH
Revista Brasileira de Recursos Hídricos, Vol 23 (2018)
RBRH, Volume: 23, Article number: e20, Published: 28 MAY 2018
This paper utilizes the maximum entropy model to calculate discharges in pipes. The proposed model requires the flow velocities to be gauged in just two positions along the pipe radius to calculate the discharge of any given pipe with circular cross-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0185dfbe65b0fff603ef1b1188205037
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100217
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100217
Autor:
Edevar Luvizotto Junior, Jean Revolta, Rozangela Souza, Podalyro Amaral de Souza, Victor Emanuel M. G. Diniz, Bruno Goes Pinheiro
Publikováno v:
SSRN Electronic Journal.
This paper presents a hybrid model that calculates the heads, the discharges in pipes, the head losses in pipes (caused by discharges and valves) and the booster heads in hydraulic networks. The steady state is calculated considering the hydraulic ne
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e4c66bbba1b6f7e0c5abe2fd944f45ab
https://doi.org/10.2139/ssrn.2634112
https://doi.org/10.2139/ssrn.2634112
Publikováno v:
Revista Brasileira de Recursos Hídricos. 11:47-58
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3d041492f910dd2e0a75b4010c8c37e
https://doi.org/10.21168/rbrh.v11n4.p47-58
https://doi.org/10.21168/rbrh.v11n4.p47-58
Publikováno v:
Journal of the Brazilian Society of Mechanical Sciences, Volume: 23, Issue: 3, Pages: 347-362, Published: 2001
This paper presents an experimental research about the behavior of two-phase flows in inclined pipes. The inclination angle varied from 5° to 45° and the slurry solid concentration varied up to 15%. It was concluded that the head losses of the down
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c19e7589b9985d14fb06ae2a52a1e9c9
https://doi.org/10.1590/s0100-73862001000300007
https://doi.org/10.1590/s0100-73862001000300007
Autor:
Victor Emanuel M. G Diniz
Publikováno v:
Biblioteca Digital de Teses e Dissertações da Universidade Estadual de Campinas (UNICAMP)
Universidade Estadual de Campinas (UNICAMP)
instacron:UNICAMP
Universidade Estadual de Campinas (UNICAMP)
instacron:UNICAMP
Orientador: Evaldo Miranda Coiado Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil Resumo: Na literatura existem muitas comprovações experimentais sobre as perdas de carga provocadas por escoamentos bifás
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3d490c6f75ff913a1cace5cd3f0f3879