3D DEM analysis of analogue proppant–fractured rock system interaction

Author(s):  
S. S. Kasyap ◽  
H. He ◽  
K. Senetakis
2012 ◽  
Vol 2012 ◽  
pp. 1-20 ◽  
Author(s):  
Kai Bao ◽  
Amgad Salama ◽  
Shuyu Sun

When the permeability field of a given porous medium domain is heterogeneous by the existence of randomly distributed fractures such that numerical investigation becomes cumbersome, another level of upscaling may be required. That is such complex permeability field could be relaxed (i.e., smoothed) by constructing an effective permeability field. The effective permeability field is an approximation to the real permeability field that preserves certain quantities and provides an overall acceptable description of the flow field. In this work, the effective permeability for a fractured rock system is obtained for different coarsening scenarios starting from very coarse mesh all the way towards the fine mesh simulation. In all these scenarios, the effective permeability as well as the pressure at each cell is obtained. The total flux at the exit boundary is calculated in all these cases, and very good agreement is obtained.


2019 ◽  
Author(s):  
MARIA G CASTRELLON ROMERO ◽  
JOSE R FABREGA ◽  
LAURA FOGLIA ◽  
ALEXIS MOJICA ◽  
ALBERTO RUIZ ◽  
...  

1966 ◽  
Vol 6 (02) ◽  
pp. 126-136 ◽  
Author(s):  
R.W. Parsons

Abstract The over-all apparent single-phase permeability of fracture-rock systems was studied using two different two-dimensional models. In a strict sense the results are applicable only to these models, yet may give some insight into real reservoir behavior. The regular fracture-matrix model can have any number of regular fracture sets. All fractures within each set have the same orientation, width and spacing. The gross behavior is analytically equivalent to that of an anisotropic permeable medium. In the heterogeneous fracture systems, individual fracture conductivities vary within a two-dimensional network pattern. A computer program calculates the overall permeability after the conductivities are randomly placed in the network. The calculated permeability depends upon the distribution of these conductivities and the particular fracture pattern into which they are placed. Although detailed information on actual reservoir fracture systems is not available, this study shows bow some of the possible variables may affect observed gross reservoir characteristics. INTRODUCTION Characteristics of reservoir rocks are determined by direct (core analysis) or indirect (logging and production tests) examination. Both methods, singly and together, are widely used in reservoir evaluations. For fractured reservoirs a problem exists in relating characteristics of cores to the in situ reservoir properties. Knowing fracture characteristics can be of value in determining production mechanisms. Because of the limitations of observation, the intimate details of a fractured rock system will never be known. One approach in analyzing fractures is to study the behavior of some conceptually simple models. The two models analyzed contain features which may be realistic, yet are mathematically tractable. Flow is considered in two dimensions only, with the plane of interest at right angles with the fractures. This concept represents the horizontal flow in a reservoir system with the fractures oriented vertically. Only single-phase, laminar flow is considered. The regular fracture-rock system permeability is calculable from a simple analytical expression. The heterogeneous system requires a computer program for calculating overall permeability. FLOW IN A SINGLE FRACTURE Fluid flow in a single fracture is assumed equal to laminar flow between two infinite parallel smooth plates. This is expressed as:1Equations 1 and 2 Turbulent flow in fractured reservoirs is quite unlikely. As with flow in circular pipes, a Reynolds number can be defined to characterize the flow regime (2Wv?/µ). Values of this dimensionless group at the- onset of the transition to turbulent flow vary from 1,800 to 4,000, depending on the reference.1-3 Surface roughness on the fracture faces lowers this number.2-4


Geothermics ◽  
2003 ◽  
Vol 32 (4-6) ◽  
pp. 645-653 ◽  
Author(s):  
Vero Rabemanana ◽  
Pierre Durst ◽  
Dominique Bächler ◽  
François-D Vuataz ◽  
Thomas Kohl

2003 ◽  
Vol 18 (1) ◽  
pp. 135-143 ◽  
Author(s):  
Seung-Gu Lee ◽  
Dae-Ha Lee ◽  
Yongje Kim ◽  
Byong-Gon Chae ◽  
Won-Young Kim ◽  
...  

1981 ◽  
Vol 6 ◽  
Author(s):  
F.W. Schwartz ◽  
L. Smith ◽  
A.S. Crowe

ABSTRACTIt has been possible to develop a stochastic model for groundwater flow and mass transport in a fractured rock system. A large number of statistically independent realizations of a fracture network are generated from a set of probability distributions for parameters defining the fracture geometry. By solving for hydraulic head at the fracture intersections and using data on apertures and porosities, seepage velocities may be calculated and the transport equation solved for each trial of a Monte Carlo simulation. Model output consists of distributions of moving particles and various mass exit times. Applications illustrate the types of model results and the skewed character of particle distributions.


2015 ◽  
Vol 35 ◽  
pp. 283-287 ◽  
Author(s):  
Margherita Cecilia Spreafico ◽  
Federico Cervi ◽  
Vincent Marc ◽  
Lisa Borgatti
Keyword(s):  

2016 ◽  
Vol 41 ◽  
pp. 22-25 ◽  
Author(s):  
Vittorio Bonaria ◽  
Francesco Faccini ◽  
Ilaria Cinzia Galiano ◽  
Alessandro Sacchini

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