Table 1.

Dry bulk density (ρb), aeration porosity, log-aeration porosity, total porosity, void ratio, saturated hydraulic conductivity (Ks), natural log-normalized saturated hydraulic conductivity [nLog(Ks)], and % (v/v) volumetric water content for compacted soils averaged over three-year study.

Soil treatmentz
2002–2004 mean soil variablesMODERATEHIGH
ρb (g·cm−3)1.64 ± 0.02 b1.78 ± 0.01 a
Aeration porosity (%)13 ± 1.2 b16 ± 0.7 a
Log-aeration porosity−0.94 ± 0.04 b−0.84 ± 0.02 a
Total porosity (%)38 ± 0.7 a33 ± 0.3 b
Void ratio (m3·m−3)0.62 ± 0.02 a0.50 ± 0.01 b
Ks (cm·r−1)y330.0 ± 113.8 a21.5 ± 6.9 b
nlog- Ks3.47 ± 0.58 a0.98 ± 0.30 b
Volumetric water content (%, v/v)x24 ± 0.02 a16 ± 0.01 b
  • zMODERATE = mean bulk density for the three-year study of 1.64 g·cm−3 (n = 28 soil samples), HIGH = mean bulk density for the three-year study of 1.77 g·cm−3 (n = 56 samples).

  • ySaturated hydraulic conductivity (Ks) was measured in 2002 and 2003.

  • xVolumetric water content was determined for each sample from gravimetrie water content and bulk density measures; means ± mean standard errors followed by different letters indicate a significant difference between soil treatments, at P ≤ 0.05 (Tukey’s honestly significant difference test, HSD).