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Calcimator

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
  1. Enter the Hydraulic Conductivity K in m/day for the aquifer material being analyzed.
  2. Enter the Hydraulic Gradient (i) — the change in head divided by the flow distance.
  3. Enter the Cross-Section Area in m² through which groundwater flows.
  4. Review Flow Rate Q in m³/day and liters/day as the primary Darcy flux output.
  5. 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
1,0001,000 m³/day1,000,000 L/day
3,5003,500 m³/day3,500,000 L/day
6,5006,500 m³/day6,500,000 L/day
9,0009,000 m³/day9,000,000 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 × A

Worked example, using the default values

  1. Identify Input Parameters
    Hydraulic Conductivity K (m/day) = 10, Hydraulic Gradient (i) = 0.01, Cross-Section Area (m²) = 100 = 3 input(s) provided
  2. Calculate Flow Rate
    Flow Rate
    10 = 10
  3. Calculate Flow Rate
    Flow Rate
    10000 = 10000
  4. Calculate Flow Rate
    Flow Rate
    3650 = 3650
  5. Calculate Darcy Velocity
    Darcy Velocity
    0.1 = 0.1

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