Soil falling-head permeability calculator

Calculate hydraulic conductivity with your own figures.

Your numbers

Use the units shown. Results update as you change valid inputs.

Use hydraulic conductivity to compare changes to your inputs. The method and limits below explain the scope.

Examples

Examples

Try the starting example

Standpipe cross-section (cm²)
1
Sample cross-section (cm²)
50
Sample length (cm)
10
Initial head (cm)
100
Final head (cm)
60
Elapsed time (s)
300
Hydraulic conductivity (cm/s)
0.000341
Hydraulic conductivity (m/s)
0.000003

Try another scenario

Standpipe cross-section (cm²)
2
Sample cross-section (cm²)
50
Sample length (cm)
10
Initial head (cm)
100
Final head (cm)
60
Elapsed time (s)
300
Hydraulic conductivity (cm/s)
0.000681
Hydraulic conductivity (m/s)
0.000007
Calculation method

Calculation method

Hydraulic conductivity (cm/s)

Falling-head k=(standpipe area×sample length)/(sample area×time)×ln(initial head/final head).

Hydraulic conductivity (m/s)

Falling-head k=(standpipe area×sample length)/(sample area×time)×ln(initial head/final head).

Symbols and units
a
Standpipe cross-section (cm²)
b
Sample cross-section (cm²)
c
Sample length (cm)
d
Initial head (cm)
e
Final head (cm)
f
Elapsed time (s)

Use the units shown. A list keeps the order in which you enter its values. The symbol ^ means “raised to the power of”.

Assumptions & limits

Assumptions & limits

  • User-supplied measurements and assumptions; Falling-head k=(standpipe area×sample length)/(sample area×time)×ln(initial head/final head). Supported limits: Finite numeric values bounded to 1e9 magnitude; lists and tables contain 1–100 records unless a stricter bound is stated. Inputs use the units shown. Lists explicitly paired by a method must have matching lengths; independent polynomial coefficient vectors may differ. Respect stated physical, interpolation, policy and computational domain limits.
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Further reading

Method reference ↗

Background reading; this does not imply endorsement or independent review of SumFizz.

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