Solute Transport in a Semi-Infinite Geological Formation with Variable PorositySource: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 011DOI: 10.1061/(ASCE)EM.1943-7889.0000948Publisher: American Society of Civil Engineers
Abstract: Using the Laplace integral transform technique (LITT), an analytical solution to the advection–dispersion–reaction (ADR) equation for a semi-infinite homogeneous geological formation is derived, considering the effect of a retardation factor, zero-order production, and a first-order decay constant. The initial pollutant concentration is considered space dependent in the direction of longitudinal flow in the formation (i.e., aquifer and aquitard). At one end of the aquifer, i.e., the origin, pollutant through time-dependent source concentration is taken into account; but at the other end of the aquifer, the concentration gradient is assumed to be zero due to the uniform flow of the contaminant with respect to the spatial variable. The analytical solution may help evaluate the pattern of concentration for exponentially decreasing or sinusoidally varying unsteady flow in different types of geological formations with average porosity values. The analytical solution is compared with a numerical solution, and they are found to be in very good agreement. The accuracy of the solution is verified with root-mean-square-error (RMSE or RMS-error) analysis.
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contributor author | Mritunjay Kumar Singh | |
contributor author | Pintu Das | |
contributor author | Vijay P. Singh | |
date accessioned | 2017-05-08T22:32:27Z | |
date available | 2017-05-08T22:32:27Z | |
date copyright | November 2015 | |
date issued | 2015 | |
identifier other | 48944311.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82277 | |
description abstract | Using the Laplace integral transform technique (LITT), an analytical solution to the advection–dispersion–reaction (ADR) equation for a semi-infinite homogeneous geological formation is derived, considering the effect of a retardation factor, zero-order production, and a first-order decay constant. The initial pollutant concentration is considered space dependent in the direction of longitudinal flow in the formation (i.e., aquifer and aquitard). At one end of the aquifer, i.e., the origin, pollutant through time-dependent source concentration is taken into account; but at the other end of the aquifer, the concentration gradient is assumed to be zero due to the uniform flow of the contaminant with respect to the spatial variable. The analytical solution may help evaluate the pattern of concentration for exponentially decreasing or sinusoidally varying unsteady flow in different types of geological formations with average porosity values. The analytical solution is compared with a numerical solution, and they are found to be in very good agreement. The accuracy of the solution is verified with root-mean-square-error (RMSE or RMS-error) analysis. | |
publisher | American Society of Civil Engineers | |
title | Solute Transport in a Semi-Infinite Geological Formation with Variable Porosity | |
type | Journal Paper | |
journal volume | 141 | |
journal issue | 11 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)EM.1943-7889.0000948 | |
tree | Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 011 | |
contenttype | Fulltext |