 Physical Soil Characteristics at Bousson Environmental Research Reserve
| Figure 1 - Location map of soil sampling sites. BERR is located on the Cochranton, PA 7.5 minute quadrangle.Figure 2 - Students taking soil core samples | In the fall of 2000, the hydrogeology class (Geo 400) collected soil cores at two locations within Bousson Environmental Research Reserve (BERR) to examine soil physical properties as a function of topography. Figure 1 is a location map of the upland and lowland sites. Soil cores were collected by the students using a xxxxx. Each sample was collected in a x by y cm brass ring. Field-moist samples were weighed on a portable balance (to the nearest 0.01 g), oven dried overnight at 105° C and reweighed. Four soil properties were calculated for each sample: dry bulk density (ρb), porosity (n), gravimetric water content (θg) and volumetric water content (θv). Equations for these calculations can be found in section 6.2 of Fetter (2001). Tables 1 and 2 are the results of these calculations. References cited: Fetter, C. W., 2001. Applied Hydrogeology (fourth edition). NJ: Prentice Hall, Inc. 598 pp. | Physical characterization of soils, Bousson Environmental Research Reserve (BERR) | | | | | | | Table 1: Raw data from collected sediment samples at a) upland and b) lowland site. | | | | | | | a) | Field core | Tare wt. | Field moist | Oven-dried | | Depth, cm1 | & foil, g | of foil, g | sample, g | sample, g | | 39.5 | 64.8 | 3.4 | 61.4 | 52.8 | | 47.5 | 136 | 4.8 | 131.2 | 120 | | 52.5 | 162.1 | 2.7 | 159.4 | 149 | | | | | | | | 1 All sampled intervals spanned 5 cm; value listed is the midpoint of each sample core. | | | | | | | b) | Field core | Tare wt. | Field moist | Oven-dried | | Depth, cm1 | & foil, g | of foil, g | sample, g | sample, g | | 22.5 | 182.6 | 4 | 178.6 | 149.5 | | 27.5 | 189.9 | 3.6 | 186.3 | 156.8 | | 36.5 | 132.2 | 4 | 128.2 | 110.6 | | 41.5 | 150 | 4.2 | 145.8 | 128.5 | | 51.5 | 185.5 | 3.4 | 182.1 | 155.2 | | | | | | | | Table 2: Physical soil properties as a function of depth. | | | ρb | n | θ g | θ v | Upland | Depth, cm1 | g/cm3 | cm3/cm3 | cm3/cm3 | cm3/cm3 | | 39.5 | 0.54 | 0.80 | 0.14 | 0.08 | | 47.5 | 1.22 | 0.54 | 0.09 | 0.10 | | 52.5 | 1.52 | 0.43 | 0.07 | 0.10 | | | | | | | Lowland | 22.5 | 1.52 | 0.43 | 0.16 | 0.25 | | 27.5 | 1.60 | 0.40 | 0.16 | 0.25 | | 36.5 | 1.13 | 0.57 | 0.14 | 0.15 | | 41.5 | 1.31 | 0.51 | 0.12 | 0.16 | | 51.5 | 1.58 | 0.40 | 0.15 | 0.23 | | | | | | | Mean value, upland | | 1.37 | 0.48 | 0.08 | 0.10 | Mean value, lowland | | 1.43 | 0.46 | 0.14 | 0.21 |
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