Soil saturated hydraulic conductivity (Ksat) was estimated with one of two methods: borehole permeametry or slug tests. The borehole permeametry method is a constant-head method designed for maintaining a constant height of water in an auger borehole and measuring the water loss from the borehole over time. The geometry of the borehole, height of the water column in the borehole, and the steady-state volumetric flow rate were used to calculate the saturated hydraulic conductivity following equations provided in Amoozegar (1989) that were derived from Glover’s solution of gravitational flow from a cylindrical hole. Boreholes were augered with a 10 cm diameter bucket-type auger and measurements were progressively made with depth by deepening the borehole after each test. Four constant-head tubes provided up to -200 cm of pressure-head (i.e., vacuum) so that a constant head of water could be maintained in the bottom of an auger hole down to approximately 200 cm below the device. After each borehole was dug, the inner walls of the borehole often become smeared and were brushed to reduce any potential clogging of soil pores prior to the test.
Slug tests were performed in wells using a solid slug (i.e., a short section of PVC pipe filled with sand and sealed on both ends) that was lowered into the well below the water surface. Prior to lowering the slug into a well, a water-level pressure transducer (e.g., a Hobo level logger) was placed in each well. After the water level was at equilibrium, typically after a few hours, the slug was quickly extracted, and rising water levels were recorded at 10 second intervals until the change in water level was minimal. Hence, this method is sometimes called a rising head slug test (as opposed to a falling head slug test). These data were then analyzed using the Hvorslev (1951) method to determine saturated hydraulic conductivity.
Portions of the hydraulic conductivity data have been published in the following:
Benton, J. R., McGuire, K. J., & Schreiber, M. E. (2022). Subsurface permeability contrasts control shallow groundwater flow dynamics in the critical zone of a glaciated, headwater catchment. Hydrological Processes, 36( 9), e14672, https://doi.org/10.1002/hyp.14672.
Detty, J. M., and McGuire, K. J. (2010), Threshold changes in storm runoff generation at a till-mantled headwater catchment, Water Resources Research, 46, W07525, https://doi.org/10.1029/2009WR008102.
Acknowledgements:
The following students helped to develop this dataset and conducted the field measurements used to estimate hydraulic conductivity: Maarten Slot, Margaret Burns, Joel Detty, and Kelly Floro.
References Cited:
Amoozegar, A. (1989), A Compact Constant-Head Permeameter for Measuring Saturated Hydraulic Conductivity of the Vadose Zone. Soil Science Society of America Journal, 53: 1356-1361. https://doi.org/10.2136/sssaj1989.03615995005300050009x.
Hvorslev, M. J. (1951). Time lag and soil permeability in ground-water observations, Bull. No. 36, Waterways Experiment Station, US Army Corps of Engineers, Vicksburg, MS.