Abstract
In the field of hydraulic fracture modeling, the pseudo-three-dimensional (P3D) approach is an efficient and practical computational tool serving as a compromise between two-dimensional and planar three-dimensional models. This review discusses the P3D modeling approach from its early developmental stage in the 1980s to the present. The evolution of P3D modeling is drawn over time based on the major differences in the governing formulation and assumptions considered by each model. The problems of equilibrium height growth and vertical viscous fluid resistance (i.e., non-equilibrium height growth) emphasize the primary differences among these models. Besides, the P3D-based complex fracture network models for shale oil and gas reservoirs accounting for the interaction between preexisting natural fractures and induced hydraulic fractures are discussed. Finally, in the application section, several simulations are reported to demonstrate the validation of the P3D numerical algorithm by comparing it with the Perkins–Kern–Nordgren (PKN) large and small asymptotic solutions, as well as the effect of time-dependent variable injection rates on the hydraulic fracture propagation. The results showed a good matching between P3D and PKN solutions and a significant effect of the wellbore variable injection rate on the evolution of the fracture length.
Highlights
Hydraulic fracturing technology was introduced in the 1940s as a secondary recovery method for conventional reservoirs
The viscous flow is governed by lubrication theory, which is characterized by a nonlinear partial differential equation related to the viscous flow rate, fracture opening, and fluid pressure
The fracture height growth is calculated on the basis of the equilibrium height concept and is extended to the non-equilibrium height growth, in which the pressure resistance caused by the vertical viscous flow is considered in the form of apparent fracture toughness (Mack and Warpinski 2000)
Summary
Hydraulic fracturing technology was introduced in the 1940s as a secondary recovery method for conventional reservoirs. The P3D modeling evolution through time is illustrated by the differences in formulating the governing equations under different assumptions and various propagation regimes as well as the computation of height growth based on the equilibrium or non-equilibrium height concept (i.e., whether to account for the pressure loss caused by vertical viscous flow).
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