2003
DOI: 10.1111/j.1745-6584.2003.tb02438.x
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Shallow Water Table Fluctuations in Relation to Soil Penetration Resistance

Abstract: Hydrologic modeling of catchments is frequently hampered by lack of information on subsurface stratigraphy and zones of preferred flow. We evaluated the usefulness of soil penetration resistance, easily measured by a dynamic cone penetrometer, together with measurements of ground water level fluctuations, as a cost-effective means to infer subsurface flow patterns. At our field site at Sleepers River, Vermont, penetration resistance was lowest in the surficial 10 to 30 cm, then typically increased to a local m… Show more

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Cited by 19 publications
(23 citation statements)
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“…1). On hillslopes, a dense basal till at 1-3 m depth is overlain by moderately to excessively well-drained inceptisols and spodosols, with histosols in wetlands (about 5% of the catchment area) and riparian areas (Shanley et al 2003). Stream discharge was calculated from a stage-discharge relationship, with stage measured every 5 min at a 120°v-notch weir instrumented with a float-driven potentiometer.…”
Section: Site Descriptionmentioning
confidence: 99%
“…1). On hillslopes, a dense basal till at 1-3 m depth is overlain by moderately to excessively well-drained inceptisols and spodosols, with histosols in wetlands (about 5% of the catchment area) and riparian areas (Shanley et al 2003). Stream discharge was calculated from a stage-discharge relationship, with stage measured every 5 min at a 120°v-notch weir instrumented with a float-driven potentiometer.…”
Section: Site Descriptionmentioning
confidence: 99%
“…The calcareous rich units contain approximately 50% calcite (minor dolomite) and they make up slightly less than half the formation (Hall, 1959). Overlying the bedrock is a mantle of dense basal till derived from the bedrock host which varies in thickness from 1-4 m (Shanley et al, 2003). The till is depleted of carbonate in the upper surface as a result of weathering but retains carbonate in its lower horizons .…”
Section: Introductionmentioning
confidence: 99%
“…Down to a depth of 1.3 m, the knocking cone penetrometer easily penetrated the soil (N 10 ≤ 7). Because of variable soil moisture conditions during the three different days in which this survey was conducted and the dependence of penetration resistance on soil moisture (Shanley et al, 2003), we could not assess the depths of the various soil horizons above bedrock. Only at point 5 the upper and lower bounds of the black layer were marked by sharp differences in N 10 values (Fig.…”
Section: Soil Depth and Spatial Distributionmentioning
confidence: 99%