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

Stevens Institute of Technology

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
Publisher	ASCE
Pages	1201-1206
Number of pages	6
ISBN (Print)	0872624749
State	Published - 1985

ASJC Scopus subject areas

General Engineering

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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year = "1985",

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T1 - LANDFILL LINER HYDRAULICS FOR MICROCOMPUTERS.

AU - Demetracopoulos, Alexander C.

AU - Korfiatis, George P.

PY - 1985

Y1 - 1985

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.

UR - https://www.scopus.com/pages/publications/0021820564

UR - https://www.scopus.com/pages/publications/0021820564#tab=citedBy

M3 - Conference contribution

SN - 0872624749

SP - 1201

EP - 1206

BT - Unknown Host Publication Title

PB - ASCE

ER -

LANDFILL LINER HYDRAULICS FOR MICROCOMPUTERS.

Abstract

ASJC Scopus subject areas

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