TECHNICAL PAPERS
Nov 1, 1996

Model for Efficiency of Soil Flushing Using PVD-Enhanced System

Publication: Journal of Geotechnical Engineering
Volume 122, Issue 11

Abstract

A predictive model for drain-enhanced soil flushing is developed and presented. Results from a parametric study indicate that, as the depth of the contaminated zone ( H ) increases, the time needed to attain 50% clean up level ( t50 ) increases. Results also indicated the sensitivity of the predicted contaminant concentrations to variations in the partition coefficient ( K d ) and radial and vertical dispersivity (αr and αZ). For the case of αZ= 1 m, t50 is evaluated equal to 42 h, while a t50 of 55 h is predicted for αZ= 0.1 m. The estimated t50 increases from 37 h for αr= 10 m to 61 h for αr= 0.1 m. Analyses and results presented in this paper indicate the feasibility of using the proposed model to predict soil flushing rate using PVD-enhanced system.

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 122Issue 11November 1996
Pages: 914 - 919

History

Published online: Nov 1, 1996
Published in print: Nov 1996

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Authors

Affiliations

M. A. Gabr, Member, ASCE,
Assoc. Prof., Dept. of Civ. and Envir. Engrg., West Virginia Univ., Morgantown, WV 26505-6103.
J. Wang
Engr., D'Appolonia Engrg. Div. of Ground Technology, Inc., 275 Center Rd., Monroeville, PA 15146; formerly, Res. Asst., Dept. of Civ. and Envir. Engrg., West Virginia Univ., Morgantown, WV.
J. J. Bowders, Member, ASCE
Res. Civ. Engr., Dept. of Civ. Engrg., Univ. of Texas, Austin, TX 78712.

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