Validation of Two-Phase Flow Model for Leachate Recirculation in Bioreactor Landfills

Table 5

Saturated hydraulic conductivity for heterogeneous anisotropic MSW used for model validation for the published field study by Kadambala et al. [9].

Layer	Vertical saturated hydraulic conductivity () (cm/s)	Horizontal saturated hydraulic conductivity () (cm/s)
10
9
8
7
6
5
4
3
2
1

Normal pressure is calculated with MSW layer thickness = 2.0 m, 10 layers in total.