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Estimation of maximum liquid head over landfill barriers
Journal article   Peer reviewed

Estimation of maximum liquid head over landfill barriers

Xuede Qian, Donald H. Gray and Robert M. Koerner
Journal of geotechnical and geoenvironmental engineering, v 130(5), pp 488-497
May 2004

Abstract

design disposal barriers drainage Engineering geology hydraulic conductivity hydraulic head landfills leachate pipelines seepage slopes waste disposal
To properly design a drainage layer for either landfill leachate collection systems or final covers, the designer must be able to estimate the maximum liquid head over the barrier for any proposed configuration. This paper presents four explicit formulas for estimating the maximum liquid head over an impervious sloping barrier. By means of numeric comparisons, McEnroe's 1993 method is recommended for design of drainage layers for both bottom liners and final covers. Pipe slope is an important parameter that influences the maximum leachate head on the liner. Different combinations of base grade and pipe slope can directly affect the actual drainage behavior. If the pipe slope is steeper than the base grade, it will make a longer drainage distance and cause a high leachate head on the liner. A method for calculating the maximum liquid head in multilayered drainage media (e.g., geosynthetic and soil) is presented in the paper. The key consideration for this case is to determine the equivalent hydraulic conductivity of the combined drainage media under the phreatic surface under unconfined seepage conditions.

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25 citations in Scopus

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This publication has contributed to the advancement of the following goals:

#13 Climate Action
#7 Affordable and Clean Energy
#12 Responsible Consumption & Production
#11 Sustainable Cities and Communities

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Collaboration types
Domestic collaboration
Web of Science research areas
Engineering, Geological
Geosciences, Multidisciplinary
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