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chapter 4: temperature inside the landfill

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It is pertinent to discuss fiber optic technique in more detail here because <strong>the</strong> same<br />

principle is being used in this study. The fiber optic technique can be used to measure<br />

<strong>temperature</strong> along an optic cable. These <strong>landfill</strong> <strong>temperature</strong>s and/or <strong>temperature</strong> changes are<br />

directly employed to detect liquid leakage through sealing materials, side seeps, and o<strong>the</strong>r<br />

abnormal liquid flow. Rapid <strong>temperature</strong> changes in a small localized area could be an indication<br />

of a region with significant water flow. Alternatively, cable and <strong>the</strong> waste surrounding <strong>the</strong> cable<br />

could be heated with a heating cable. The rate of increase in <strong>temperature</strong> measured by <strong>the</strong> fiber<br />

optic cable can give an indication of <strong>the</strong> volumetric water content of <strong>the</strong> surrounding waste<br />

(Imhoff et al, 2007).<br />

More important is <strong>the</strong> moisture movement for waste degradation. According to Klink and<br />

Ham (1982), moisture content and movement are separate variables. They observed that methane<br />

production increased 25-50 % when <strong>the</strong>re was moisture flow through <strong>the</strong> waste as compared to<br />

waste having <strong>the</strong> same moisture content with no moisture flow. Many researchers have tried<br />

modeling <strong>the</strong> leachate movement through <strong>the</strong> <strong>landfill</strong>. The models describing leachate flow<br />

<strong>inside</strong> a <strong>landfill</strong> assume that moisture moves vertically through <strong>the</strong> <strong>landfill</strong> as a wetting front<br />

(Reinhart and Townsend, 1998).<br />

Generally <strong>the</strong> moisture moves <strong>inside</strong> a <strong>landfill</strong> as an unsaturated flow except in some<br />

instances such as where leachate ponds on <strong>the</strong> <strong>landfill</strong> bottom (Reinhart and Townsend, 1998).<br />

Straub and Lynch (1982) used power law equations to model <strong>the</strong> unsaturated characteristics of<br />

porous media. Korfiatis et al. (1984) also performed experiments to characterize unsaturated<br />

flow through waste and used <strong>the</strong> power law defined by Straub and Lynch (1982) to determine<br />

saturation suction head and saturated moisture content. However, Korfiatis et al. (1984) defined<br />

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