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Use consistent units and the requested inputs.
Country-neutral calculator for Darcy Yeralti Suyu Akimi Analysis - Tarla Drenaji Actual Suzulme Speed.
Use consistent units and the requested inputs.
Use the main result and breakdowns as a planning estimate.
For regulated topics, verify current local rules before acting.
Approximate pore-water travel speed v = K (Δh/L)/n, m/s; n must represent effective porosity.
Worked example: K=0.0001 m/s, dh=4 m, L=120 m, n=0.28; result = 1.19047619e-5 m/s.
Hydraulic conductivity is in m/s; intrinsic permeability in m² is not returned.
Model assumptions: steady, saturated, single-phase Darcy-regime flow through an approximately homogeneous and isotropic porous medium; consistent SI units and a Newtonian fluid. Hydraulic conductivity K (m/s) depends on the fluid; intrinsic permeability κ (m²) is a different quantity and is NOT calculated here. For hydraulic head differences, a pressure-only conversion to permeability needs density, viscosity and gravitational acceleration. These inputs do not determine pore-scale regime or sample representativeness. Check non-Darcy, unsaturated, anisotropic, compressible and temperature-dependent conditions separately. The effective porosity used in pore-velocity and travel-time estimates may differ from total porosity.
Review the values and units used by this calculator before calculating.