Abstract
Abstract In this paper, we present an efficiently semianalytical model for pressure transient analysis in fractured wells by considering arbitrarily distributed fracture networks. The semianalytical model included three domains: (1) matrix, (2) hydraulic fracture networks, and (3) discrete natural fractures. Using line source function, we developed the diffusivity equation for fluid flow in matrix. By applying the nodal analysis technique, we eliminated the flow interplay at fracture intersections and established the diffusivity equations for fluid flow in hydraulic fracture networks and isolated natural fractures. The pressure transient solution of these diffusivity equations was obtained by using Laplace transforms and Stehfest numerical inversion. Results showed that with the discrete natural fractures, a "V-shaped" pressure derivative --the classical dual-porosity feature of naturally fractured reservoirs--emerged. With the hydraulic fracture networks, the reservoir system would exhibit pressure behaviors like "pseudo-boundary dominated flow", "fracture-interference flow", and "fluid-feed flow", etc. All these pressure characteristics were depending on the properties and geometries of natural/hydraulic fractures. In addition, through synthetic field application, we found that different (natural/hydraulic) fracture distributions and geometries had distinct behaviors of pressure derivatives, which may provide an effective tool to identify the properties of randomly distributed natural fractures as well as complex hydraulic fractures in unconventional plays.
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