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Extra info for Barrier Systems for Waste Disposal 2nd edition

Sample text

Furthermore, even if the fractures are closed prior to construction of the landfill, stress relief due to excavation of the landfill cell may, under some circumstances, cause opening of fractures in the underlying clays. If present, fractures are likely to control the hydraulic conductivity of the clay and hence the downward advective velocity and it may be necessary to construct a clay liner by reworking the existing soil (if it is suitable) to reduce outward advective transport from the landfill to acceptable levels.

1). , 10–15 μm) openings at relatively wide spacings of 1–3 m can still have a significant effect in terms of increasing the bulk hydraulic conductivity (compared to that of the intact soil). Furthermore, even if the fractures are closed prior to construction of the landfill, stress relief due to excavation of the landfill cell may, under some circumstances, cause opening of fractures in the underlying clays. If present, fractures are likely to control the hydraulic conductivity of the clay and hence the downward advective velocity and it may be necessary to construct a clay liner by reworking the existing soil (if it is suitable) to reduce outward advective transport from the landfill to acceptable levels.

The change in concentration with distance). The negative sign arises from the fact that contaminants move from high to low concentrations and hence the gradient ∂c/∂z will usually be negative. 4) where all terms are as previously defined. 1, in the absence of diffusion, contaminant would be transported out of a landfill at the groundwater (seepage) velocity. Again, in the absence of diffusion, there would be no outward contaminant transport through a landfill barrier if the advective flow were into the landfill.

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