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Soil Hydraulic Conductivity & Darcy Permeability Calculator

Soil permeability (hydraulic conductivity k) measures the ease with which groundwater flows through connected soil pore spaces under hydraulic gradients.

Select laboratory permeameter test type.

Length of cylindrical soil specimen in permeameter cell.

Internal diameter of soil cylinder.

Time elapsed during flow measurement.

Volume collected in graduated cylinder (constant head test).

Constant elevation difference between upstream and downstream water levels.

Calculated Result
1.77e-2 cm/s

Hydraulic Conductivity (k)

Hydraulic Conductivity (k)

1.77e-2 cm/s

Permeability in SI (m/s)

1.77e-4 m/s

Soil Permeability Class

Clean Gravel & Coarse Sand (Excellent Free Drainage)

Test Standard

ASTM D2434 Constant Head

Calculation Breakdown

  1. Sample Cross-Section AreaA = π × (10 cm)² / 4 = 78.54 cm²
  2. Constant Head Darcy Formulationk = (Q × L) / (A × h × t) = (250 × 15) / (78.54 × 45 × 60) = 1.77e-2 cm/s

Soil Hydraulic Conductivity

Interactive visualization based on your current inputs

log10(k)
-7.0-5.0-3.0-1.01.0Clean GravelTested SandSiltClay BarrierSoil Type Rangelog10(k cm/s)

What Is the Soil Hydraulic Conductivity & Darcy Permeability Calculator?

Soil permeability (hydraulic conductivity k) is the constant of proportionality in Darcy's Law relating seepage velocity to hydraulic gradient.

How Does the Soil Hydraulic Conductivity & Darcy Permeability Calculator Work?

In constant head tests, k = (Q·L) / (A·h·t). In falling head tests, k = (a·L / (A·t))·ln(h1 / h2) where a is the standpipe area.

Soil Hydraulic Conductivity & Darcy Permeability Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

k_{\text{constant}} = \frac{Q \cdot L}{A \cdot h \cdot t}, \quad k_{\text{falling}} = \frac{a \cdot L}{A \cdot t} \ln\left( \frac{h_1}{h_2} \right)

Darcy hydraulic conductivity equation relates steady volumetric permeameter seepage outflow to hydraulic gradient and specimen cross-sectional area.

How to Use the Soil Hydraulic Conductivity & Darcy Permeability Calculator

  1. Choose constant head or falling head method.
  2. Enter specimen cylinder dimensions and test duration.
  3. Input water head and collected outflow volume.

Step-by-Step Example Calculation

Constant Head Test on Medium Sand (Q = 250 mL in 60s, h = 45 cm)

Input Values:

testType:constant-head
sampleLengthCm:15.0
sampleDiameterCm:10.0
testDurationSeconds:60
collectedVolumeMl:250
constantHeadDifferenceCm:45.0
Worked Steps: Permeability k is 1.77 × 10⁻² cm/s (1.77 × 10⁻⁴ m/s), indicating clean sand with excellent free drainage.

Understanding Your Result

Hydraulic Conductivity (k): Permeability in cm/s and m/s.

Drainage Class: Gravel/sand (high), silt (moderate), clay (impermeable barrier).

Factors That Affect the Result

  • Soil void ratio, particle grain size distribution (D10), organic content, and fluid viscosity/temperature.

When Should You Use This Calculator?

  • Dam seepage analysis, groundwater well drawdown, retention pond infiltration, and landfill liner design.

Assumptions & Limitations

  • Assumes 100% water-saturated laminar Darcy flow without piping or preferential flow channels.

Frequently Asked Questions

Calculation Accuracy & Reference Note

ASTM D2434 and ASTM D5084 laboratory test compliant.

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