Research Article
The Effect of Hydraulic-Natural Fracture Networks on the Waterflooding Development in a Multilayer Tight Reservoir: Case Study
Table 2
Parameter statistics of hydraulic and mechanical parameters for each sand bodies.
| Sand layer | C61-2-1 | C61-2-2 | C61-2-3 | C61-2-4 | C61-3-1 | C61-3-2 |
| Por | Min | 0.01 | 0.02 | 0.01 | 0.01 | 0.01 | 0.01 | Avg | 0.128 | 0.139 | 0.146 | 0.139 | 0.131 | 0.124 | Max | 0.22 | 0.206 | 0.222 | 0.21 | 0.218 | 0.188 | Perm/×10-3 μm2 | Min | 0.1 | 0.09 | 0.1 | 0.1 | 0.1 | 0.09 | Avg | 0.72 | 2.78 | 3.16 | 2.67 | 2.49 | 1.31 | Max | 6.52 | 17.92 | 111.6 | 49.73 | 83.3 | 14 | /GPa | Min | 33.8 | 32.95 | 30.4 | 35.2 | 33.4 | 34.9 | Avg | 43.2 | 43.5 | 44.1 | 42.2 | 43.2 | 44.3 | Max | 57.8 | 58.7 | 55.4 | 56.7 | 54.8 | 58.6 | | Min | 0.18 | 0.19 | 0.19 | 0.2 | 0.18 | 0.19 | Avg | 0.208 | 0.212 | 0.235 | 0.232 | 0.208 | 0.211 | Max | 0.32 | 0.30 | 0.38 | 0.36 | 0.39 | 0.38 |
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