Development and Application of Dynamic and Static Local Grid Refinement Algorithms for Water Coning Studies

1997 ◽  
Author(s):  
J. Manik ◽  
T. Ertekin
Keyword(s):  
Grid Refinement ◽  
Local Grid Refinement ◽  
Water Coning ◽  
Local Grid

Improved Calculation of Wellblock Pressures for Numerical Simulation of Non-Newtonian Polymer Injection

SPE Journal ◽  
2021 ◽  
pp. 1-12
Author(s):  
Irfan Tai ◽  
Marie Ann Giddins ◽  
Ann Muggeridge
Keyword(s):  
Numerical Simulation ◽  
Oil Recovery ◽  
Polymer Solutions ◽  
Shear Thinning ◽  
Injection Well ◽  
Solution Viscosity ◽  
Grid Refinement ◽  
Equivalent Radius ◽  
Local Grid Refinement ◽  
Local Grid

Summary The viability of any enhanced-oil-recovery project depends on the ability to inject the displacing fluid at an economic rate. This is typically evaluated using finite-volume numerical simulation. These simulators calculate injectivity using the Peaceman method (Peaceman 1978), which assumes that flow is Newtonian. Most polymer solutions exhibit some degree of non-Newtonian behavior resulting in a changing polymer viscosity with distance from the injection well. For shear-thinning polymer solutions, conventional simulations can overpredict injection-well bottomhole pressure (BHP) by several hundred psi, unless a computationally costly local grid refinement is used in the near-wellboreregion. We show theoretically and numerically that the Peaceman pressure-equivalent radius, based on Darcy flow, is not correct when fluids are shear thinning, and derive an analytical expression for calculating the correct radius. The expression does not depend on any particular functional relationship between polymer-solution viscosity and velocity. We test it using the relationship described by the Meter equation (Meter and Bird 1964) and the Cannella et al. (1988) correlation. Numerical tests indicate that the solution provides a significant improvement in the accuracy of BHP calculations for conventional numerical simulation, reducing or removing the need for expensive local grid refinement around the well when simulating the injection of fluids with shear-thinningnon-Newtonianrheology.

A local grid refinement scheme for B‐spline material point method

2020 ◽  
Vol 121 (11) ◽  
pp. 2398-2417
Author(s):  
Zheng Sun ◽  
Yong Gan ◽  
Zhilong Huang ◽  
Xiaomin Zhou
Keyword(s):  
Material Point Method ◽  
Material Point ◽  
Point Method ◽  
Grid Refinement ◽  
B Spline ◽  
Local Grid Refinement ◽  
Local Grid

Adaptive Local Grid Refinement

1988 ◽  
Author(s):  
R.E. Ewing ◽  
R.D. Lazarov
Keyword(s):  
Grid Refinement ◽  
Local Grid Refinement ◽  
Local Grid

Evaluation of pond/aquifer flow exchanges using local discretization and contrasting different boundary condition in MODFLOW. Case of Santa Olalla pond (SW Spain)

2020 ◽  
Author(s):  
Carmen Serrano-Hidalgo ◽  
Javier Heredia Díaz ◽  
Carolina Guardiola-Albert ◽  
Francisco Javier Elorza Tenreiro
Keyword(s):  
Regional Scale ◽  
Numerical Representation ◽  
Grid Refinement ◽  
Local Grid Refinement ◽  
Natural Park ◽  
Steady State Model ◽  
Strategic Location ◽  
Local Grid ◽  
Piezometric Heads ◽  
Regional Aquifer

<p>Almonte-Marismas is a coastal aquifer situated in Doñana Natural Park (Southwestern of Spain, Huelva). It supports one of the most important wetland areas in Europe due to its biodiversity, size and strategic location. Nowadays, the aquifer suffers serious threats due to the large amount of water extraction that takes place in the area due to the high demand for water that exists for the supply of tourism and irrigation.</p><p>There is a flow model of the regional aquifer which is used to support the water management Administration. However, this model does not take into account groundwater interactions with local ponds. Santa Olalla pond is a hypogenic wetland that, on a regional scale, it receives the discharge of the Almonte-Marismas aquifer. This fact allows it to maintain a permanent water regime without suffering a reduction in its volume of water. Despite of that, the intense pumping in the zone could affect it and be a risk in the future.</p><p>The objective of this study is the identification of an appropriate model structure to characterize and implement the Santa Olalla Pond in the current steady-state model of the regional aquifer of Doñana employing ModelMuse interface. For this purpose, different boundary conditions (LAKE and DRAIN packages) were contrasted to represent the pond, combined with different local grid refinement (LGR2 package). The contrast criteria to assess the goodness of the numerical representation have been the piezometric heads in the wells situated in the surroundings of the pond and the stage levels and water balance of the pond.</p>

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