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 quantitySymbol (unit)Value

Initial porosity0.16
Maximum porosity0.45
Initial concentration0.01
Water density (kg/m3)1000
Particle density (kg/m3)2630
Erosion coefficient (m-1)30
Initial viscosity (Pa·s)0.001
Coefficient/m2
Forchheimer coefficient11.76