| Modeling Steam Injection/Vapor Extraction
of Contaminated Groundwater and Soils |
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Schematic illustrating steam injection and extraction of
contaminated liquid and vapor.
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Southwest Research Institute |
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Sponsor: Southwest Research
Institute, Advisory Committee for Research |
| Principal Investigator:
Ronald T. Green,
Ph.D. |
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Program Brief
Statement of Problem: Steam
injection/vapor extraction (SIVE) of contaminated groundwater and soil
is a highly promising technology in the remediation of environmentally
contaminated sites. The technology has been endorsed by the U.S.
Environmental Protection Agency and state-level environmental
departments as an innovative and effective means to clean up
contaminated and degraded locations. A major challenge to implementation
of the SIVE technology is the ability to simulate numerically the
complex heat and mass transfer processes that result. This study used the CNWRA®-developed MULTIFLO code to simulate
SIVE.
Approach and Accomplishments: The
MULTIFLO code was used to simulate the flow of steam through geologic
material at laboratory and field scales. Various design alternatives
were evaluated, including multiple points of steam injection and liquid
and vapor extraction. Simulation of steam injection into geologic
material was successfully simulated for different geologic media.
Modeling results were used to evaluate the design of a SIVE remediation
design system. Critical design flaws were discovered during the
simulation process that otherwise would not have been detected until
implementation.
Client Benefits: Successful
prediction of steam and solute movement through geologic media requires
the appropriate rendering of complex thermodynamic processes into
manageable numerical simulations. The MULTIFLO code is capable of
predicting the movement of steam and chemical species through
unsaturated and saturated porous media. This tool provides CNWRA with
the capability to predict the results of SIVE of contaminated
groundwater and soil. This approach permits the SIVE system to be
designed to ensure the system (i) can be effective and appropriate
for the target geologic setting, (ii) is not over designed and
unnecessarily expensive, and (iii) is designed to satisfy the target
performance criteria without requiring system redesign or secondary
remediation approaches. |