Hydraulic Conductivity Calculator

Free Hydraulic Conductivity Calculator — compute saturated hydraulic conductivity K from Darcy flow inputs in cm/s, m/day and ft/day instantly.

932.3K uses Updated · 2026-05-11 Runs locally · zero upload
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How to Use Hydraulic Conductivity Calculator

The Hydraulic Conductivity Calculator turns Darcy’s law into an instant K value.

  1. Enter the steady flow rate Q measured in the column or field test.
  2. Provide the cross-section area A of the porous medium perpendicular to flow.
  3. Enter the head difference Δh across the sample.
  4. Enter the flow path length L.
  5. Read K in cm/s, m/day and ft/day in the result panel.

Formula & Theory — Hydraulic Conductivity Calculator

The Hydraulic Conductivity Calculator is based on Darcy’s law:

K = Q · L / (A · Δh)
SymbolMeaning
KHydraulic conductivity (m/s)
QFlow rate through the sample
LFlow path length
ACross-section area
ΔhHead difference across L

Typical values: gravel 10⁻¹–1 cm/s, clean sand 10⁻³–10⁻² cm/s, silt 10⁻⁵–10⁻⁴ cm/s, clay 10⁻⁹–10⁻⁷ cm/s.

Use Cases for Hydraulic Conductivity Calculator

  • Geotechnical engineering — Estimate seepage beneath dams and through embankments.
  • Hydrogeology — Sizing pumping wells and groundwater models.
  • Civil drainage — Designing infiltration trenches, French drains and subsurface drainage.
  • Environmental remediation — Predicting contaminant transport through aquifers.
  • Agriculture — Selecting suitable irrigation strategies for different soil textures.

Frequently asked questions about Hydraulic Conductivity Calculator

What does the Hydraulic Conductivity Calculator measure?

It quantifies how easily water moves through a porous medium under a hydraulic gradient, using Darcy's law: K = Q·L / (A·Δh).

Which units does the Hydraulic Conductivity Calculator support?

Inputs accept SI units. Results are reported simultaneously in cm/s, m/day and ft/day so geotechnical, hydrogeological and engineering audiences can read them directly.

Is the calculator suitable for unsaturated soils?

Darcy's law assumes saturated, steady-state flow. For unsaturated conditions, you need a Richards-equation–based model.

How do I run a constant-head test with this tool?

Record steady flow Q over a sample of known length L and cross-section A under head difference Δh, then enter the four values.

Is my data stored?

No. All calculations happen in your browser; nothing is sent to a server.