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

Figure 22

Leachate routing in a landfill with daily cover layer permeability = 10⁻⁵ cm/s; MSW permeability = 10⁻³ cm/s, at different leachate injection rates operated intermittently (8 hr on 16 hr off) operated for one week.

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