Reservoir implantation for flood dampening in the Macaé River basin using the Mohid Land model

dc.creatorLugon Junior, Jader
dc.creatorTavares, Luiza Paula da Silva
dc.creatorKalas, Francine de Almeida
dc.creatorRodrigues, Pedro Paulo Gomes Watts
dc.creatorWasserman, Julio Cesar Alvim
dc.date2019-10-04
dc.date.accessioned2023-09-27T19:32:22Z
dc.date.available2023-09-27T19:32:22Z
dc.identifierhttps://periodicos.ufsm.br/cienciaenatura/article/view/31860
dc.identifier10.5902/2179460X31860
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8939439
dc.descriptionThe use of computational models of varied complexity helps to understand the hydrological dynamics studying different scenarios of urban flood. In this perspective, a hydrological model of the Macaé river basin (RH-VIII) was built using the MOHID Land platform to simulate the implementation of a hypothetical attenuation reservoir for flood mitigation in the Macaé urban region. The results indicate that the maximum flows obtained with the simulation from project rainfalls were compatible with values observed in the literature, in the region of interest. The analysis of the flood hydrograms (m3/s) indicates a high efficiency in flood mitigation near the reservoir region, higher than 50%, while at the lower part of the basin, more urbanized region, the attenuation was of the order of 10%.en-US
dc.descriptionThe use of computational models of varied complexity helps to understand the hydrological dynamics studying different scenarios of urban flood. In this perspective, a hydrological model of the Macaé river basin (RH-VIII) was built using the MOHID Land platform to simulate the implementation of a hypothetical attenuation reservoir for flood mitigation in the Macaé urban region. The results indicate that the maximum flows obtained with the simulation from project rainfalls were compatible with values observed in the literature, in the region of interest. The analysis of the flood hydrograms (m3/s) indicates a high efficiency in flood mitigation near the reservoir region, higher than 50%, while at the lower part of the basin, more urbanized region, the attenuation was of the order of 10%.pt-BR
dc.formattext/html
dc.formatapplication/pdf
dc.languageeng
dc.publisherUniversidade Federal de Santa Mariaen-US
dc.relationhttps://periodicos.ufsm.br/cienciaenatura/article/view/31860/html
dc.relationhttps://periodicos.ufsm.br/cienciaenatura/article/view/31860/pdf
dc.rightsCopyright (c) 2018 Ciência e Naturapt-BR
dc.sourceCiência e Natura; CIÊNCIA E NATURA, V. 41, 2019; e29en-US
dc.sourceCiência e Natura; CIÊNCIA E NATURA, V. 41, 2019; e29pt-BR
dc.source2179-460X
dc.source0100-8307
dc.subjectHydrographic basinen-US
dc.subjectMohid Landen-US
dc.subjectFlood eventsen-US
dc.subjectMacaéen-US
dc.subjectHydrographic basinpt-BR
dc.subjectMohid Landpt-BR
dc.subjectFlood eventspt-BR
dc.subjectMacaépt-BR
dc.titleReservoir implantation for flood dampening in the Macaé River basin using the Mohid Land modelen-US
dc.titleReservoir implantation for flood dampening in the Macaé River basin using the Mohid Land modelpt-BR
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


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