Abstract

This study investigates the effect of fracture lower surface roughness on the nonlinear flow behaviors of fluids through fractures when the aperture fields are fixed. The flow is modeled with hydraulic pressure drop = 10 − 4 ~ 10 5 Pa / m by solving the Navier-Stokes equations based on rough fracture models with lower surface roughness varying from JRC = 1 to JRC = 19 . Here, JRC represents joint roughness coefficient. The results show that the proposed numerical method is valid by comparisons between numerically calculated results with theoretical values of three parallel-plate models. With the increment of hydraulic pressure drop from 10-4 to 105 Pa/m spanning ten orders of magnitude, the flow rate increases with an increasing rate. The nonlinear relationships between flow rate and hydraulic pressure drop follow Forchheimer’s law. With increasing the JRC of lower surfaces from 1 to 19, the linear Forchheimer coefficient decreases, whereas the nonlinear Forchheimer coefficient increases, both following exponential functions. However, the nonlinear Forchheimer coefficient is approximately three orders of magnitude larger than the linear Forchheimer coefficient. With the increase in Reynolds number, the normalized transmissivity changes from constant values to decreasing values, indicating that fluid flow transits from linear flow regimes to nonlinear flow regimes. The critical Reynolds number that quantifies the onset of nonlinear fluid flow ranges from 21.79 to 185.19.

Highlights

  • Hydraulic properties of rock fractures are very important for engineering practices such as enhanced oil recovery [1], CO2 sequestration [2], and geothermal energy development [3]

  • When the Reynolds number (Re) is larger than a critical value, fluid flows into the nonlinear flow regime, in which Q is nonlinearly correlated with ∇P

  • When the applied Re is larger than Rec, the fluid flow is in the nonlinear flow regime and Equation (2) should be solved

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Summary

Introduction

Hydraulic properties of rock fractures are very important for engineering practices such as enhanced oil recovery [1], CO2 sequestration [2], and geothermal energy development [3]. The modified cubic law can be used to characterize fluid flow through rough fractures, the model is simplified, in which the lower surface and the upper surface are well-mated deviating from the natural fracture profiles. The fractures with different lower and upper profiles are established and fluid flow is modeled by solving the Navier-Stokes equations [28,29,30]. Six rough models with the joint roughness coefficient of the lower surface varying from 0 to 19 are utilized to estimate the nonlinear hydraulic properties. The streamline distributions at different hydraulic pressure drops, the nonlinear relationships between hydraulic pressure drop and flow rate, the evolutions of Forchheimer coefficients a and b, the relationships between normalized transmissivity and Reynolds number, and the variations in critical Reynolds number versus lower surface roughness are systematically analyzed and discussed

Theoretical Background
Verification of the Numerical Method
Numerical Models and Streamline Distributions
Nonlinear Hydraulic Properties of Fractures
Findings
Conclusions
Full Text
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