Solid Waste Technology &Amp; Management 2010
DOI: 10.1002/9780470666883.ch46
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Landfilling: Hydrology

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Cited by 3 publications
(5 citation statements)
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“…HYDRUS, MODFLOW-SURFACT, COMSOL Multiphysics, etc.) to model transport in MSW (Audebert et al, 2016a, 2016b; Beaven et al, 2011; Fellner and Brunner, 2010; Haydar and Khire, 2005, 2007; Khire and Kaushik, 2012; Khire and Mukherjee, 2007; Khire and Saravanathiiban, 2010; Kjeldsen and Beaven, 2011; Olivier et al, 2009; Saquing et al, 2012; Slimani et al, 2017; Tinet et al, 2011a, 2011b). Amongst commercial codes, HYDRUS has been a recurrent choice for modelling flow through MSW (Fellner and Brunner, 2010; Haydar and Khire, 2005, 2007; Khire and Kaushik, 2012; Khire and Mukherjee, 2007; Reddy et al, 2013).…”
Section: Modelling Of Leachate Flow and Solute Transportmentioning
confidence: 99%
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“…HYDRUS, MODFLOW-SURFACT, COMSOL Multiphysics, etc.) to model transport in MSW (Audebert et al, 2016a, 2016b; Beaven et al, 2011; Fellner and Brunner, 2010; Haydar and Khire, 2005, 2007; Khire and Kaushik, 2012; Khire and Mukherjee, 2007; Khire and Saravanathiiban, 2010; Kjeldsen and Beaven, 2011; Olivier et al, 2009; Saquing et al, 2012; Slimani et al, 2017; Tinet et al, 2011a, 2011b). Amongst commercial codes, HYDRUS has been a recurrent choice for modelling flow through MSW (Fellner and Brunner, 2010; Haydar and Khire, 2005, 2007; Khire and Kaushik, 2012; Khire and Mukherjee, 2007; Reddy et al, 2013).…”
Section: Modelling Of Leachate Flow and Solute Transportmentioning
confidence: 99%
“…A very popular mechanistic approach to modelling of flow has been to apply different formulations of the Richards’ equation, dividing the domain into two homogeneous and isotropic overlapping continua (e.g. mobile and immobile regions of liquid) in an attempt to capture the complex pore space of MSW (Beaven et al, 2011; Di Bella et al, 2012; Di Trapani et al, 2015; Fellner and Brunner, 2010; Han et al, 2011; Kjeldsen and Beaven, 2011; McDougall, 2011; Slimani et al, 2017; Statom et al, 2006; Tinet et al, 2011b). For instance, vertical flow in MSW samples at the pilot-scale has been investigated by Woodman et al (2015) – interestingly, in their study lithium did not behave conservatively as a tracer.…”
Section: Modelling Of Leachate Flow and Solute Transportmentioning
confidence: 99%
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“…Landfill leachate quantification is usually modelled based on water balance principles by estimating the amounts of water percolating into the landfill and subtracting the amounts of water consumed by degradation or lost by evaporation (Kjeldsen and Beaven, 2011). In recent decades, different mathematical models have been developed to simulate the generation of leachate in landfills.…”
Section: Introductionmentioning
confidence: 99%
“…The expected LFG emissions from the leach-ate at real scale landfill are significantly lower than in laboratory conditions, mainly because of channel flow through the waste which occurs at high speed and results in wetting of waste to a much lesser extent. Desired leachate trajectory is caused by differences in the local hydraulic conductivity of the waste and daily coverings that are used [11]. By exploring the impact of the flow of water through the waste of the same characteristics, but different sizes, it is shown that under laboratory conditions about 40% of the pore water participates in the transport of solutes, while the proportion is less than 0.2% of the observed real scale landfill [12].…”
Section: Introductionmentioning
confidence: 99%