VZJ sign up for etocs
HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
 QUICK SEARCH:   [advanced]


     


Published online 27 May 2008
Published in Vadose Zone J 7:610-631 (2008)
DOI: 10.2136/vzj2007.0052
© 2008 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
This Article
Right arrow Figures Only
Right arrow Full Text
Right arrow Full Text (PDF)
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Right arrow reprints & permissions
Citing Articles
Right arrow Citing Articles via HighWire
Google Scholar
Right arrow Articles by Panday, S.
Right arrow Articles by Huyakorn, P. S.
PubMed
Right arrow Articles by Panday, S.
Right arrow Articles by Huyakorn, P. S.
GeoRef
Right arrow GeoRef Citation
Agricola
Right arrow Articles by Panday, S.
Right arrow Articles by Huyakorn, P. S.
Related Collections
Right arrow Vadose Zone Processes and Chemical Transport
Right arrow Numerical Solutions
Right arrow Variably Saturated Fluid Flow

SPECIAL SECTION: VADOSE ZONE MODELING

MODFLOW SURFACT: A State-of-the-Art Use of Vadose Zone Flow and Transport Equations and Numerical Techniques for Environmental Evaluations

Sorab Pandaya,b,* and Peter S. Huyakorna

a HydroGeoLogic, Inc., 11107 Sunset Hills Rd., Suite 400, Reston, VA 20190
b Current address, Geomatrix Consultants, Inc., 620 Herndon Pkwy., Suite 200, Herndon, VA 20170

* Corresponding author (spanday{at}geomatrix.com).

Received 21 March 2007.

MODFLOW SURFACT is a state-of-the-art simulator that utilizes vadose zone flow and transport equations to provide practical solutions to the analysis of flow and contaminant transport at various levels of complexity and sophistication as needed for site evaluation and closure. The variably saturated flow equation can be solved with standard retention functions or with bimodal or multimodal relative permeability curves for unsaturated flow in porous and fractured systems. The equation can further be solved with pseudo-soil retention functions for confined–unconfined simulations and for use in wellbore hydraulics. Finally, the equation can be cast in terms of air phase flow to analyze subsurface air flow behavior. The variably saturated transport equation can be solved for an unsaturated medium or can be used for confined–unconfined situations. The passive phase of flow can be included in the equation to include both air and water phases in the transport situation. An immobile multicomponent nonaqueous phase liquid (NAPL) phase can further be included in the transport simulation with equilibrium partitioning providing mass transfer between phases, which adjusts NAPL saturations. Dual domain equations can be condensed into the transport equation to provide capabilities for analyzing transport in fractured media. General reaction capabilities provide analyses of complex environmental and geochemical interactions. Two examples are provided to demonstrate the value of a comprehensive simulation capability for site investigations.

Abbreviations: BTEX, benzene, toluene, ethylbenzene, and xylene • DCE, dichloroethylene • DNAPL, dense nonaqueous phase liquid • GSVE, gravity-segregated vertical equilibrium • NAPL, nonaqueous phase liquid • PCE, perchloroethylene • TCE, trichloroethylene • TVD, total variation diminishing • VC, vinyl chloride




This article has been cited by other articles:


Home page
Vadose Zone JHome page
J. Simunek and S. A. Bradford
Vadose Zone Modeling: Introduction and Importance
Vadose Zone J., May 27, 2008; 7(2): 581 - 586.
[Full Text] [PDF]




HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
The SCI Journals Agronomy Journal Crop Science
Journal of Natural Resources
and Life Sciences Education
Soil Science Society of America Journal
Journal of Plant Registrations Journal of
Environmental Quality
The Plant Genome
Copyright © 2008 by the Soil Science Society of America.