Título: | NUMERICAL MODELING TO ASSESS THE CONTROL OF WATER IN MINE | ||||||||||||||||||||||||||||||||||||||||
Autor: |
HUGO DAVID NINANYA DE LA CRUZ |
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Colaborador(es): |
EURIPEDES DO AMARAL VARGAS JUNIOR - Orientador NILSON GUIGUER - Coorientador |
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Catalogação: | 25/JUN/2015 | Língua(s): | PORTUGUESE - BRAZIL |
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Tipo: | TEXT | Subtipo: | THESIS | ||||||||||||||||||||||||||||||||||||||
Notas: |
[pt] Todos os dados constantes dos documentos são de inteira responsabilidade de seus autores. Os dados utilizados nas descrições dos documentos estão em conformidade com os sistemas da administração da PUC-Rio. [en] All data contained in the documents are the sole responsibility of the authors. The data used in the descriptions of the documents are in conformity with the systems of the administration of PUC-Rio. |
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Referência(s): |
[pt] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=24815&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=24815&idi=2 |
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DOI: | https://doi.org/10.17771/PUCRio.acad.24815 | ||||||||||||||||||||||||||||||||||||||||
Resumo: | |||||||||||||||||||||||||||||||||||||||||
Dewatering and groundwater control are activities continuously
implemented and monitored throughout the duration of underground mining or
open pit projects. The proper and efficient implementation of these activities
depends on large hydrogeological studies, for assessing the most appropriate
control systems. The demand for technical and economic efficiency of these
processes requires three-dimensional flow numerical analysis of the entire study
area, characterized by deep and complex stratifications of permeable materials
below the water table, as usually cover mining projects, where analytical solutions
cannot be applied. The present research contributes to a better understanding of
the numerical formulations that represent the behavior of groundwater flow via
two case studies—the first in an underground mine and the second in a surface
mine. In the case of the underground mine, 1D discrete elements were
incorporated within a finite-three dimensional model in order to represent
preferential flow paths. The advantages of incorporating such features explicitly to
quantify the flow passing through them, that feed the mine through direct
connections with an adjacent river, were discussed. The use of discrete elements
allows for a more realistic representation of the hydrogeological environment and,
at the same time, a more refined assessment of the effects on the behavior of
groundwater flow due to surface sealing of the river, as the most coherent solution
to this infiltration problem. Furthermore, a conceptual hidrogeologic model
representing the hydrogeological behavior of an open pit mine was created,
developing a system of the appropriate use of boundary and constraint conditions,
calibrating the model and verifying different flow scenarios, as a result of the
incorporation of different water control techniques assessed in transient regime,
such as covering pumping wells, cut-off walls as well as wellpoints and horizontal
drains. The different techniques modeled showed satisfactory results, with various
arrangements of techniques configured in a localized form resulting in the most
desirable and efficient treatments for particular problems.
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