LANDFILL LINER HYDRAULICS FOR MICROCOMPUTERS.

Alexander C. Demetracopoulos; George P. Korfiatis

LANDFILL LINER HYDRAULICS FOR MICROCOMPUTERS.

Alexander C. Demetracopoulos
, George P. Korfiatis

Department of Civil, Environmental and Ocean Engineering

Rutgers - The State University of New Jersey, New Brunswick

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

Two different models are presented for the study of sloping bottom liners for landfills. The first is based on the assumption that the leachate volume is uniformly distributed over the liner. Application of the model for quasi-steady conditions is described and its behavior for liner conductivity approaching zero is examined. The second model is based on the solution of a partial differential equation describing the flow. An analytical solution is employed for steady state conditions, and a finite differences approximation is formulated for transient input conditions.

Original language	English
Title of host publication	Unknown Host Publication Title
Pages	1201-1206
Number of pages	6
State	Published - 1985

Cite this

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title = "LANDFILL LINER HYDRAULICS FOR MICROCOMPUTERS.",

abstract = "Two different models are presented for the study of sloping bottom liners for landfills. The first is based on the assumption that the leachate volume is uniformly distributed over the liner. Application of the model for quasi-steady conditions is described and its behavior for liner conductivity approaching zero is examined. The second model is based on the solution of a partial differential equation describing the flow. An analytical solution is employed for steady state conditions, and a finite differences approximation is formulated for transient input conditions.",

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N2 - Two different models are presented for the study of sloping bottom liners for landfills. The first is based on the assumption that the leachate volume is uniformly distributed over the liner. Application of the model for quasi-steady conditions is described and its behavior for liner conductivity approaching zero is examined. The second model is based on the solution of a partial differential equation describing the flow. An analytical solution is employed for steady state conditions, and a finite differences approximation is formulated for transient input conditions.

AB - Two different models are presented for the study of sloping bottom liners for landfills. The first is based on the assumption that the leachate volume is uniformly distributed over the liner. Application of the model for quasi-steady conditions is described and its behavior for liner conductivity approaching zero is examined. The second model is based on the solution of a partial differential equation describing the flow. An analytical solution is employed for steady state conditions, and a finite differences approximation is formulated for transient input conditions.

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BT - Unknown Host Publication Title

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LANDFILL LINER HYDRAULICS FOR MICROCOMPUTERS.

Abstract

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