Journal of Canadian Petroleum Technology
Volume 51,
Number 2,
March 2012,
pp. 127-136
Summary
Dual-porosity and dual-permeability models for naturally fractured
reservoirs assume that the fractures in the reservoir are connected with each
other and uniformly distributed. However, in some cases, the reservoir
characteristics exhibit a discrete-fracture system, which means that the
fractures might be unconnected and their distribution is not uniform. In this
paper, a new computational model is developed to compute the transient-pressure
behaviour for reservoirs with a discrete-fracture system. This computational
model is based on Laplace transforms. The fluid flow in the fracture system and
reservoir are computed separately, and flux and pressure equivalent conditions
in Laplace space are applied in the fracture wall to couple the fluid flow in
both systems.
The results suggest that the pressure response in a reservoir with a
discrete-fracture system has three flow regions: fluid flow near the wellbore,
fracture-dominated fluid flow, and fluid flow in the matrix away from the
fracture. The distance between the fracture and the well, fracture parameters
(fracture conductivity and non-Darcy effects), and fracture distribution are
the main factors affecting the pressure response. In some particular
situations, the fracture-dominated fluid-flow region in the pressure-derivative
curve may present two valleys, which has been observed in some field cases
(Clarkson 2009). The transient-pressure behaviour of a discrete-fracture system
is also compared with that for a composite model. It is suggested that in these
two scenarios, the early- and middle-time transient-pressure behaviour may be
similar and latetime behaviours are quite different. The model provides a tool
for identifying the fracture pattern in a specific reservoir.
© 2011. Society of Petroleum Engineers
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History
- Original manuscript received:
26 March 2009
- Meeting paper published:
16 June 2009
- Revised manuscript received:
20 June 2011
- Manuscript approved:
28 June 2011
- Published online:
12 December 2011
- Version of record:
14 March 2012