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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 67
COMPUTATIONAL TECHNIQUES FOR MATERIALS, COMPOSITES AND COMPOSITE STRUCTURES Edited by: B.H.V. Topping
Paper IV.4
A Unified Model for Seepage and High Compressive-Induced Sand Breakup Around Deep Reservoir Wells H. Vaziri, R. Islam, S. Ma and Z. Zhao
Department of Civil Engineering, Dalhousie University, Halifax, Nova Scotia, Canada H. Vaziri, R. Islam, S. Ma, Z. Zhao, "A Unified Model for Seepage and High Compressive-Induced Sand Breakup Around Deep Reservoir Wells", in B.H.V. Topping, (Editor), "Computational Techniques for Materials, Composites and Composite Structures", Civil-Comp Press, Edinburgh, UK, pp 203-215, 2000. doi:10.4203/ccp.67.4.4
Abstract
An elasto-plastic, fully coupled fluid flow and deformation
finite element model is proposed for modeling both tensile
and shear-induced failure around deep wellbores in oil and
gas reservoirs. The problem is of significant interest to the
industry as the usual filter measures undertaken (e.g., liners
and gravel packs) to prevent solids production (tensile failure)
are not only very expensive but also they reduce productivity
due to inevitable plugging of the pores in such filters.
The impetus for developing the proposed model was to
provide the industry with a viable tool to predict the quantity
of the produced solids and its concomitant impact on fluid
productivity. The proposed model employs a modified form
of the mohr-coulomb failure envelope along with several
numerical algorithms to effectively simulate failure in a numerically
accurate and stable form. The model is verified
and then applied to a field problem to investigate mechanisms
for cavitation-induced productivity enhancement in a
multi-layered coalbed methane reservoir.
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