Groundwater Flow (Darcy's Law)
Calculate groundwater flow rate using Darcy's Law from hydraulic conductivity, hydraulic gradient, and cross-sectional area.
Inputs
Results
Flow Rate (Q)
10 m³/day
Flow Rate
10,000 L/day
Flow Rate3,650 m³/year
Darcy Velocity (q)0.1 m/day
Seepage Velocity (n=0.3)0.33333 m/day
Flow Rate Per Day10%
How to Use This Calculator
- Enter the Hydraulic Conductivity K in m/day for the aquifer material being analyzed.
- Enter the Hydraulic Gradient (i) — the change in head divided by the flow distance.
- Enter the Cross-Section Area in m² through which groundwater flows.
- Review Flow Rate Q in m³/day and liters/day as the primary Darcy flux output.
- Check Darcy Velocity and Seepage Velocity (assuming 30% porosity) for contaminant transport analysis.
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Formula
Q = K × i × ARelated Calculators
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