Análise do mergulho de escoamentos hiperpicnais em canal inclinado por meio de simulação numérica de grandes escalas

Detalhes bibliográficos
Ano de defesa: 2020
Autor(a) principal: Schuch, Felipe Nornberg lattes
Orientador(a): Silvestrini, Jorge Hugo lattes
Banca de defesa: Não Informado pela instituição
Tipo de documento: Tese
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Pontifícia Universidade Católica do Rio Grande do Sul
Programa de Pós-Graduação: Programa de Pós-Graduação em Engenharia e Tecnologia de Materiais
Departamento: Escola Politécnica
País: Brasil
Palavras-chave em Português:
Palavras-chave em Inglês:
Área do conhecimento CNPq:
Link de acesso: http://tede2.pucrs.br/tede2/handle/tede/9463
Resumo: Hyperpycnal flows are observed when the density of a fluid entering in a quiescent basin is greater than that in the ambient fluid. This difference can be due to temperature, salinity, turbidity, concentration, or a combination of them. When the inflow momentum decreases, it eventually plunges under the ambient fluid and flows along the bed as an underflow density current. This study is relevant in terms of the health of ecosystems in the regions of river deltas, in the management and operation of reservoirs and in the field of geology, since old sand deposits can preserve records of climatic and tectonic environments, in addition to become important hydrocarbon reservoirs. In the present work, 3D numerical simulations are performed for the hypepycnal flow evolving over the bed of a tilted channel. Using numerical techniques designed for supercomputers, the incompressible Navier- Stokes and transport equations are solved to numerically reproduce the experiments of Lamb et al. (2010). This study focuses on the presentation and validation of a new numerical framework for the correct reproduction and analysis of the plunging phenomenon and its associated features. A good agreement is found between the experimental data of Lamb et al. (2010), the analytical model of Parker e Toniolo (2007) and the presented simulations. A new equation is proposed in order to predict the critical depth for plunging, including the role of the settling velocity and the bed slope. The high spatiotemporal resolution of the numerical simulations allows to verify the initial hypotheses established and a good agreement is found not only for the observed stationary plunging position, but also for the temporal evolution until reaching such a position. A negative value for the mixing coefficient was observed for the first time for the hyperpycnal flow in a tilted channel. This indicates that if the settling velocity of the suspended material is high enough, the submerged flow may lose fluid to the environment (dentrainment), instead of incorporating. Finally, a new scenario takes into consideration the interstitial inflowing density slightly different from the ambient, that is changed from fresh to salt water. Results show that the ambient stratification is not relevant when there is no settling velocity, as long as the density difference stays constant. On the other hand, a new dynamic is observed at the plunging zone and downstream of it when in the presence of sedimentation, evidenced by the upwards convection and intensified mixing between both fluids.