METER SATURO - Page 26

22
SYSTEM
The hydraulic conductivity is then multiplied by the difference in quasi-steady state
infiltration rate for the last pressure cycle and divided by the difference in the measured
pressure head from the last pressure cycle.
Equation 4 is equivalent to Equation 41 from Reynolds and Elrick (1990) and removes the
dependence on soil characteristics and initial water content described by λ.