Darcy's Law (Flux) Calculator
Compute Darcy flux and volumetric flow from K, gradient and area.
Input Data
Hydraulic Conductivity
m/day
Hydraulic Gradient
Cross Section Area
m²
Results
q = K·i.
0.1m/day
Q = q·A.
10m³/day
At a glance:q = K·i (Darcy's law); Q = q·A. Complements darcy-weisbach and hydraulic-conductivity.
Formula
q = K·i.
Q = q·A.
$$q = K\,i,\quad Q = q\,A = K\,i\,A$$How to Use
- Enter K, gradient and area.
- The tool returns flux and flow.
Case Studies
K=1e-4, i=0.01, A=2
q=1e-6 m/s, Q=2e-6 m³/s.
FAQ
Flux vs velocity?
Specific discharge q is superficial; actual pore velocity = q/porosity.
Related Tools
References
Content review: Calculatorism Science Team. Results are for reference only; please refer to the relevant authorities for the official figures.