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Measuring saturated hydraulic conductivity and anisotropy of peat by a modified split-container method
Authors:Ranjeet M Nagare  Robert A Schincariol  Aaron A Mohammed  William L Quinton  Masaki Hayashi
Institution:1. Department of Earth Sciences, University of Western Ontario, Biological and Geological Sciences Building, London, ON, N6A 5B7, Canada
2. Now at WorleyParsons Canada Services Ltd, Suite No. 705, 10240 124 Street NW, Edmonton, AB, T5N 3W6, Canada
3. Cold Regions Research Centre, Wilfrid Laurier University, 75 University Avenue West, Waterloo, ON, N2L 3C5, Canada
4. Department of Geosciences, University of Calgary, 2500 University Drive NW, Calgary, AB, T2N 1N4, Canada
Abstract:Long-term changes in the physical and hydraulic properties of peat result from the decomposition and consolidation processes. The saturated hydraulic conductivity (K s) of peat is depth-dependent and could increase or decrease with depth; therefore, K s determination on a large number of samples is required to more accurately assess field variability. The cube method is a popular laboratory procedure to determine K s because it allows use of smaller sample dimensions, while minimizing edge effects. This article describes the design and use of an alternate split container to enclose undisturbed peat cubes during measurement of K s and the application of this method to a field site in Northwest Territories, Canada. The method allows for simpler and more controlled K s measurements while also permitting anisotropy measurements. Matched tests on identical samples (K s range 21–314 m/d), using the split-container and wax methods, showed a good agreement for intermediate K s values; however, significant deviations occurred for low and high K s values. Hydraulic-conductivity measurements taken on field samples showed a decrease with depth and exhibited anisotropic hydraulic conductivity as expected based on previous studies.
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