A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2017; you can also visit the original URL.
The file type is
The focus of this paper is on applications (e.g. some leachate collection layers in landfills) where a drainage system consists of a geocomposite overlain by a sand layer. If the geocomposite does not have sufficient flow capacity to convey all the collected liquid, a fraction of the liquid flows in the sand layer. In such drainage systems, the maximum liquid thickness should be calculated to check that the flow capacity of the sand is not exceeded, and the maximum head should be calculated todoi:10.1680/gein.2004.11.1.43 fatcat:sp7ebvg3ifdotkf7myfvvnwgqi