The PERMEA3 permeameter is maintaining a constant depth of water in a cylindrical auger hole, at the desired depth of study, and measures the flow rate of water into the soil. The permeability measured is also called field-saturated hydraulic conductivity, Kfs. The saturation phase has to be achieved to determine the Kfs or Ksat (K at saturation). And it is always the role of the professionnal to give an estimation of the Ksat, after the interpretation of the graph K versus time.
The PERMEA3 calculations uses the Porchet equation.
K (mm/h) = water volume / (infiltration area x time of infiltration)
The Porchet equation is an alternative of the Glover equation, which is recommended for the Health departments, On-Site Water Protection Branches, licenced soil scientists, licensed geologists, or engineers in waste water.
Location and depths of the auger holes must be carefully selected to represent the proposed, or suggested, dispersal volume and area.
A pedological log and correlated interpretation need to be assessed in order to understand the values of the hydraulic conductivity.
When several horizons are present, it may be appropriate to conduct measurements in single horizons.
The hand auger hole must be performed at the desired depth of determination of the hydraulic conductivity.
The hole must be scarified to prevent smoothing of the wall, and clogging of the hole.
The variability in the soil types, the landscape morphology, and the position of the considered project have to be taken into account to position the tests on the drainfield, and determine the numbers of tests. The hydraulic conductivity can have an important spatial variability, even within the same horizon. So it is important to perform several tests to compare and estimate the KSAT.
In the same field, within the same sandy horizon, the KSAT shows a variation from 60 to 225 mm/h. The saturation is very rapid, within one hour.
The continuous recording of the value of K shows the evolution with time and illustrates the saturation of the soil. The KSAT is only determined by the trained person. The graphs show also that the landscape can have an incidence on the hydraulic conductivity. It has been observed that in fields of high slopes the hydraulic conductivity will have a tendency to increase with the time.
A typical graph of a steep slope environment, with K increasing after more than 5 hours of infiltration test.