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https://hdl.handle.net/1822/53411
Registo completo
Campo DC | Valor | Idioma |
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dc.contributor.author | Venâncio, Stênio de Sousa | por |
dc.contributor.author | Villela, Swami Marcondes | por |
dc.contributor.author | Pinho, José L. S. | por |
dc.contributor.author | Vieira, J.M.P. | por |
dc.date.accessioned | 2018-03-25T20:02:58Z | - |
dc.date.issued | 2017 | - |
dc.identifier.issn | 1477-7835 | por |
dc.identifier.uri | https://hdl.handle.net/1822/53411 | - |
dc.description.abstract | Purpose: The purpose of this paper is to construct a numerical model for the numerical analysis of the hydraulic transient profile in Trabalhador channel for filling and emptying maneuvers and to determine the water level in time. Model results support operational managers in the decision-making process. Design/methodology/approach: Physical data were provided for the construction and calibration of the numerical model. The equations of Saint-Venant were approximated by a finite difference scheme and the numerical model was written in Fortran. The results of filling and emptying of the channel simulations were compared with the measured water levels. Findings: Measured water levels and those simulated by the numerical model have shown good correlation. The time recorded for the filling and emptying of the canal was also close between the measured and simulated data. The simulation design flow pointed to inundation in the channel banks. Simulation water levels were slightly higher than those measured. Research limitations/implications: In this model, the combination of canals and pressure conduits was not considered. Practical implications: The findings confirm the measured time for filling and emptying of the canal, as well as inundation of canal banks for the maximum design flow. These results help in the management process. Originality/value: This paper presents a numerical model for hydraulic transient analysis in channels with good agreement with the field data. | por |
dc.description.sponsorship | The authors acknowledge CNPq for the master's course funding awarded to the first author at the University of Sao Paulo and the postdoctoral funding (Process 200016/2014-8) at the University of Minho. They also acknowledge COGERH, Company Management of the State of Ceara Water Resources, for the availability of the physical and hydraulic data from the Trabalhador channel. | por |
dc.language.iso | eng | por |
dc.publisher | Emerald Group Publishing Ltd | por |
dc.rights | closedAccess | por |
dc.subject | Hydrodynamics simulations | por |
dc.subject | Numerical model | por |
dc.subject | Trabalhador channel | por |
dc.title | Numerical model for hydrodynamics simulations of Trabalhador channel | por |
dc.type | article | - |
dc.peerreviewed | yes | por |
oaire.citationStartPage | 175 | por |
oaire.citationEndPage | 190 | por |
oaire.citationIssue | 2 | por |
oaire.citationVolume | 28 | por |
dc.date.updated | 2018-03-24T09:47:30Z | - |
dc.identifier.doi | 10.1108/MEQ-07-2015-0148 | por |
dc.description.publicationversion | info:eu-repo/semantics/publishedVersion | por |
dc.subject.wos | Science & Technology | - |
sdum.export.identifier | 4794 | - |
sdum.journal | Management of Environmental Quality: An Internacional Journal | por |
Aparece nas coleções: | C-TAC - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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MEQ-07-2015-0148.pdf Acesso restrito! | 873,77 kB | Adobe PDF | Ver/Abrir |