Converter Darcy em Square Meter (Permeability)
Conversor online de Darcies para Square Meters (Permeability) (D para m²) com fórmula detalhada e tabela de conversão.
Permeability6 unidades
How the Calculation Works (Linear Scaling)
Since 1 Square Meter (Permeability) = 1.01325e+12 Darcies, divide the value in Darcies by 1.01325e+12.
Darcy to Square Meter (Permeability) Conversion Table
Precomputed values for quick reference and printing.
| Darcy | Square Meter (Permeability) |
|---|---|
| 1 D | 9.8692e-13 m² |
| 2 D | 1.9738e-12 m² |
| 3 D | 2.9608e-12 m² |
| 4 D | 3.9477e-12 m² |
| 5 D | 4.9346e-12 m² |
| 6 D | 5.9215e-12 m² |
| 7 D | 6.9085e-12 m² |
| 8 D | 7.8954e-12 m² |
| 9 D | 8.8823e-12 m² |
| 10 D | 9.8692e-12 m² |
| 15 D | 1.4804e-11 m² |
| 20 D | 1.9738e-11 m² |
| 25 D | 2.4673e-11 m² |
| 30 D | 2.9608e-11 m² |
| 40 D | 3.9477e-11 m² |
| 50 D | 4.9346e-11 m² |
| 75 D | 7.4019e-11 m² |
| 100 D | 9.8692e-11 m² |
| Square Meter (Permeability) | Darcy |
|---|---|
| 1 m² | 1.0132e+12 D |
| 2 m² | 2.0265e+12 D |
| 3 m² | 3.0397e+12 D |
| 4 m² | 4.053e+12 D |
| 5 m² | 5.0662e+12 D |
| 6 m² | 6.0795e+12 D |
| 7 m² | 7.0927e+12 D |
| 8 m² | 8.106e+12 D |
| 9 m² | 9.1192e+12 D |
| 10 m² | 1.0132e+13 D |
| 15 m² | 1.5199e+13 D |
| 20 m² | 2.0265e+13 D |
| 25 m² | 2.5331e+13 D |
| 30 m² | 3.0397e+13 D |
| 40 m² | 4.053e+13 D |
| 50 m² | 5.0662e+13 D |
| 75 m² | 7.5994e+13 D |
| 100 m² | 1.0132e+14 D |
📌 Standard Benchmark Reference Values
Standard petroleum engineering benchmark for porous rock reservoir permeability (~0.9869 μm²).
ApproximateDarcy (D)
The standard petroleum engineering and hydrology unit of intrinsic permeability, defined as the permeability of a porous medium that allows a flow of 1 cm³/s of fluid with 1 cP viscosity through a 1 cm² cross-section under a pressure gradient of 1 atm/cm (exact definition: 9.869233 × 10⁻¹³ m²).
Square Meter (Permeability) (m²)
The SI coherent derived unit of intrinsic permeability of a porous medium, having dimensions of area (L²). It quantifies the ease with which a fluid flows through porous rock or soil under a pressure gradient independently of fluid viscosity (k in Darcy’s law: q = -(k/μ) ∇P).