Research Article
A Coupled Nonlinear Flow Model for Particle Migration and Seepage Properties of Water Inrush through Broken Rock Mass
Table 1
Physical and seepage parameters employed for simulations.
| Physical quantity | Symbol (unit) | Value |
| Initial porosity | | 0.16 | Maximum porosity | | 0.45 | Initial concentration | | 0.01 | Water density | (kg/m3) | 1000 | Particle density | (kg/m3) | 2630 | Erosion coefficient | (m-1) | 30 | Initial viscosity | (Pa·s) | 0.001 | Coefficient | /m2 | | Forchheimer coefficient | | 11.76 |
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