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
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.
How the result changes with Hydraulic Conductivity K (m/day)
| Hydraulic Conductivity K (m/day) | Flow Rate (Q) | Flow Rate |
|---|---|---|
| 1,000 | 1,000 m³/day | 1,000,000 L/day |
| 3,500 | 3,500 m³/day | 3,500,000 L/day |
| 6,500 | 6,500 m³/day | 6,500,000 L/day |
| 9,000 | 9,000 m³/day | 9,000,000 L/day |
What each input means
- Hydraulic Conductivity K (m/day)
- Hydraulic conductivity in m/day. Gravel: 100–1000, Sand: 1–100, Silt: 0.001–0.1, Clay: <0.001.
- Hydraulic Gradient (i)
- Dimensionless ratio of head difference to distance (dh/dl). Typical values: 0.001–0.1.
- Cross-Section Area (m²)
- Cross-sectional area of the aquifer perpendicular to flow direction in square meters.
How this is calculated
Formula
Q = K × i × AWorked example, using the default values
- Identify Input ParametersHydraulic Conductivity K (m/day) = 10, Hydraulic Gradient (i) = 0.01, Cross-Section Area (m²) = 100 = 3 input(s) provided
- Calculate Flow RateFlow Rate10 = 10
- Calculate Flow RateFlow Rate10000 = 10000
- Calculate Flow RateFlow Rate3650 = 3650
- Calculate Darcy VelocityDarcy Velocity0.1 = 0.1
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