Título: | NUMERICAL AND ANALYTICAL STUDIES TO QUANTIFY THE SAND PRODUCTION IN A FIELD OF THE MARACAIBO BASIN, VENEZUELA | |||||||
Autor: |
CAROLINA DEL VALLE ZAMBRANO CABRERA |
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Colaborador(es): |
EURIPEDES DO AMARAL VARGAS JUNIOR - Orientador |
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Catalogação: | 11/SET/2009 | 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=14110&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=14110&idi=2 |
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DOI: | https://doi.org/10.17771/PUCRio.acad.14110 | |||||||
Resumo: | ||||||||
Sand production at oil wells is a well-known problem, due to the
disastrous consequences that in some cases affect the productivity of the entire
reservoir. Studies about the subject have been development and a very
important research line has been created. However, those progresses are more
focus on sand production onset, giving less importance to the quantification
issue. Whit more than twenty years, there is a field located on Maracaibo Basin,
Venezuela that has been affected with this problem occasionating the closure of
a big amount of wells. The problem is even bigger due to the reservoir
conditions: depth (more than 5000 (m)), high pressure and temperature
conditions and also rock mechanics strength (more than 50 (Mpa)) make that
more advanced studies will be need for seeking the factors that affect in this
phenomenon and observe if the quantifications models used in this work
represent the field observations. For this, was used the commercial software of
finite elements Abaqus whit the erosion sub-routine as well as the analytical
Willson model based on the equivalent strength formation obtain from thick
walled cylinder test development in this work also. In both methods were used
real field conditions: state of stress, bottom hole pressure, pore pressure and
the stress-strain rock behavior obtain form uniaxial compression test. For the
numerical model were analyzed two cases, open hole (two dimension model)
and perforation tunnel (three dimension model). For the analytical Willson
model was just implemented the perforation tunnel case.
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