United States
                                     Environmental Protection
                                     Agency
                   EPA/540/MR-93/524
                   September 1993
                                    SUPERFUND INNOVATIVE
                                    TECHNOLOGY EVALUATION
                                     Demonstration  Bulletin

                                 IN-SITU Thermal Oxidative Process

                                     HRUBETZ Environmental Service
Technology Description: The HRUBOUT® system is an  in
situ thermal oxidative process that removes hydrocarbons from
contaminated  soil.  In the HRUBOUT® process, heated, com-
pressed air is injected into the soil below the zone of contamina-
tion. As the  heated air rises, it  transfers heat  to the soil  and
evaporates soil moisture. Most of the volatile organic compounds
are removed with the water vapor by steam distillation effect.
The vapor is collected as it rises to the surface and is directed  to
a thermal oxidizer unit that  operates at temperatures of up  to
1,500°F.

The HRUBOUT® system is designed to treat soil contaminated
with nonhalogenated organic compounds in any concentration
range and can be designed to treat an area of up to 3,600 square
feet at a time. The system consists of two air blowers, a burner,
and a thermal oxidizer. Injection wells of 6 to Sin.  in diameter with
perforated casing at the base are drilled to a depth below the
contamination. The number of injection wells depends on the soil
permeability and the area of contamination.

Heated, compressed air is delivered by an air blower at a rate  of
8,500 pounds per hour  (Ib/hr) at pressures of up to 12 pounds
  per sqare inch-gauge (psig), or 5,000 Ib/hr at pressures of up to
  24 psig. The air is heated up to 1,200°F using a 2.9 million British
  thermal units per hour (Btu/hr) adiabatic burner, fueled by either
  natural gas or propane.  The heated air is distributed to the
  individually flow-controlled injection wells through a stainless steel
  manifold. The objective of the system is to maintain a horizontally
  uniform rising flow of air across the treatment area. Well spacing
  is generally the same  as the well depths. Initially, low-tempera-
  ture air is pumped into the soil until a steady state flow rate is
  achieved; and then the temperature of the injected air is gradu-
  ally ipcreased. As the  heated air progresses upward throughout
  the sioil, the  moisture  is  evaporated, removing the volatile con-
  taminants. The temperature of the soil is recorded using 8-point
  thermocouple probes placed in several wells. The thermocouple
  probes provide a secondary check on  the uniformity of gas flow
  within the soil.

  As the soil temperature gradually increases,  the semivolatile and
  nonvolatile constituents are volatilized or thermally oxidized. Die-
  sel fuel will oxidize or vaporize and will be removed from the soil
  at  approximately 500°F. Heavier hydrocarbons, such as crude
  petroleum, heavy heating oil, and lubricating  oil, will be removed
                                 Hot Compressed Air
                                 (25ff>-1200°F
                 Aluminum Foil
                 Impermeable
                 Layer


                  Vent Gas
                  Collection
                  Channels
Burner/Blower
     or
To Atmosphere


       Incinerator
                       Central
                       Collection
                       Point
                             T=72°F
               A A A Q  A A = psig = 0
                         Thermo
                         Couple
                         Cluster
                                                                              VadoseZone
                                               Hot AT Injection
                                              ~   =250M20
                                                  ps;gr = 5-22
                                                  Water Table
Figure 1. HRUBOUT® Process Simplified Diagram
                                                                                             Printed on Recycled Paper

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from the soil at approximately 800°F when treated for a suffi-
ciently fong parted of time.

The soil vapor Is collected at the surface and fed to the thermal
oxidizer. The thermal oxidizer has a rating of 3.1 million Btu/hr
and operates at 1,500°F, with a 0.6-second retention time. Ac-
cording to the developer,  the  unit will destroy at  least 99.5
percent of the hydrocarbon contaminants, and is fueled by either
natural gas or propane.

A large capacity vacuum blower dilutes the collected soil gas with
ambient air before incineration if they approach the lower explo-
sive level of concentration. Automatic system safety shutdown
features are Included for flame failure, high temperature, high
and tow gas pressure, and tow air flow. A tocal flame arrester is
also incorporated into the system.

The blower, thermal oxidizer, and the control systems are mounted
on a trailer for easy transport of the system. The system operates
from a central control panel. The unit operates 24 hours a day
while on site, and can operate largely unmanned.

Low permeability and high soil moisture significantly  reduce the
effectiveness of more traditional soil vapor extraction systems.
According to the developer,  HRUBOUT® technology's use  of
heated air instead of unheated air or even steam enables the
system to effectively treat low permeability, high moisture soils by
(1)  removing the moisture from the soil mass and increasing air
flow and (2) by creating micro and macro fissures in low perme-
ability soils such as days through shrinkage of soils  after mois-
ture toss.

RELD  DEMONSTRATION: The HRUBOUT®  technology
was demonstrated in January and February of 1993 at Kelly Air
Fore© Base in San Antonio, Texas. On June 14,1988, approximately
80,000 gals of jet fuel (JP-4) spilled from a ruptured high-pressure
fuel pipeline in the 1100 Area of the base. The fuel was spilled into
the shallow alluvial sediments at the site, and a portion of this fuel
flowed onto the surface, where evaporation, runoff, and infiltration
occurred.

The surftcial geologic deposits at the site consist of unconsoli-
dated fluvtetile  alluvium and terrace deposits, consisting of clay
and sift, and to  a lesser degree, sand and gravel. Groundwater is
found at a depth  of  approximately 20-25 feet below  ground
surface in the 1100 Area.

Characterization  of the JP-4  contamination at the 1100  Area
following the spill indicated that benzene, toluene, ethylbenzene,
and xylenes (BTEX) concentrations in soil were generally less
than 130 parts per million (ppm). Likewise, total recoverable
petroleum hydrocarbon (TRPH) concentrations in soil were gen-
erally less than 1,000 ppm. Pretreatment  samples collected as
part  of the SITE demonstration revealed average soil TRPH
concentrations of approximately 2,700 ppm in the  20-foot-deep
treatment area. Within the treatment area, the highest concentra-
tions were observed in the top 10 feet of the soil mass.

Six hot air injection wells were installed in a rectangular 10-by 20-
foot grid spaced 10 feet apart from each other. The system was
operated 24 hours a day for approximately 3 weeks.

Computer data acquisition systems were  used throughout the
demonstration to continuously monitor various system  param-
eters. These parameters included the  temperature and pressure
of injected air; incinerator inlet temperature, pressure, and flow
rate; and incinerator outlet temperature. In addition, the pressure,
flow  rate, and moisture content of the incinerator outlet stream,
the moisture content of the incinerator inlet stream, and  vertical
soil temperature profiles were  measured and recorded periodi-
cally throughout the demonstration. Analysis of the extensive soil
sampling performed before and after  the treatment process will
be used to analyze the effectiveness of the HRUBOUT® system.
The soil samples were analyzed for TRPH, total organic content
(TOC), permeability, and moisture content.

Description of all field  activities, as well as, a thorough analysis
and interpretation of the results will be presented in the Technol-
ogy Evaluation Report. The Technology Evaluation Report will be
available in the Winter of  1993.

FOR FURTHER INFORMATION:
EPA Project Officer:
Gordon  M. Evans
U.S. Environmental Protection Agency
Risk Reduction Engineering Laboratory
26 West Martin Luther King Drive
Cincinnati, OH 45268
(513) 569-7684          -u.S. Government Printing Office: 1993 — 750-071/80099
   United States
   Environmental Protection Agency
   Center for Environmental Research Information
   Cincinnati, OH 45268

   Official Business
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   $300
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                                      EPA
                                PERMIT No. G-35
   EPA&40/MR-93/524

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