The Scientific World Journal / 2014 / Article / Tab 2

Research Article

Reconsideration at Field Scale of the Relationship between Hydraulic Conductivity and Porosity: The Case of a Sandy Aquifer in South Italy

Table 2

Midpoint depth of the undisturbed soil samples examined in laboratory and relative meaningful results and parameters of the grain size analysis.

Drilling column piezometer ADrilling column piezometer B
Sample numberDepth (m)Clay %Silt %Sand % (mm) (mm)Sample numberDepth (m)Clay %Silt %Sand % (mm) (mm)

114.157.223.363.50.270.00393.10111.903.516.577.80.40.02516.00
216.659.628.960.50.170.00270.83212.402.812.277.80.70.02330.43
317.8516.745.737.60.050.00151.00313.303.216.880.00.40.01526.67
419.055.223.468.00.300.00565.22414.504.917.178.00.420.009444.68
520.154.220.273.10.340.00747.89517.954.019.370.20.180.002572.00
621.455.422.567.70.200.00729.41622.955.811.280.00.630.05910.68
723.205.821.272.20.180.00632.14734.652.39.380.60.680.0848.10
827.153.516.180.00.220.02011.00838.752.56.085.00.240.0269.23
929.8523.650.825.40.020.00124.00941.004.58.080.00.530.04811.04
1034.753.717.471.30.400.01233.331042.754.27.686.70.530.0717.46
1140.656.527.165.40.240.00461.541144.151.08.889.40.440.0736.03
1243.051.79.388.50.280.0535.281248.002.96.990.20.430.067.17
1344.251.38.688.10.400.0606.671350.453.08.089.00.410.085.13
1447.450.915.983.00.180.0404.501452.652.86.2910.230.00457.50
1548.451.612.684.10.370.03012.33
1649.652.814.082.30.260.02013.00
1750.953.514.681.00.250.02510.00
1852.554.215.580.30.170.0325.31

Mean values0.2390.01832.03Mean values0.440.04122.29