As of July 2020, the content of this old version has been replaced with a new version. |
Description | Synonyms | Applicability | Limitations | Site Information | Points of Contact | |
Data Needs | Performance | Cost | References | Vendor Info. | Health & Safety |
|
|
Description: Figure 4-1 Typical Bioventing System Bioventing is a promising new technology that stimulates the natural in situ biodegradation of any aerobically degradable compounds in soil by providing oxygen to existing soil microorganisms. In contrast to soil vapor vacuum extraction, bioventing uses low air flow rates to provide only enough oxygen to sustain microbial activity. Oxygen is most commonly supplied through direct air injection into residual contamination in soil. In addition to degradation of adsorbed fuel residuals, volatile compounds are biodegraded as vapors move slowly through biologically active soil.The U.S. Air Force has produced a technical memorandum which summarizes the results of bioventing treatability studies of fuels conducted at 145 US Air Force sites. The memorandum discusses overall study results and presents cost and performance data and lessons learned. Regulatory acceptance of this technology has been obtained in 30 states and in all 10 EPA regions, and the use of this technology in the private sector is growing rapidly following USAF leadership. Bioventing is a medium to long-term technology. Cleanup ranges from a few months to several years. |
||||||||||||||||||||||||||||||||||||||||||||
Synonyms: DSERTS Code: H11 (Bioventing) |
||||||||||||||||||||||||||||||||||||||||||||
Applicability: Bioventing techniques have been successfully used to remediate soils contaminated by petroleum hydrocarbons, nonchlorinated solvents, some pesticides, wood preservatives, and other organic chemicals.While bioremediation cannot degrade inorganic contaminants, bioremediation can be used to change the valence state of inorganics and cause adsorption, uptake, accumulation, and concentration of inorganics in micro or macroorganisms. These techniques, while still largely experimental, show considerable promise of stabilizing or removing inorganics from soil. |
||||||||||||||||||||||||||||||||||||||||||||
Limitations: Factors that may limit the applicability and effectiveness of the process include:
|
||||||||||||||||||||||||||||||||||||||||||||
Data Needs: A detailed discussion of these data elements is provided in Subsection 2.2.1 (Data Requirements for Soil, Sediment, and Sludge). Two basic criteria must be satisfied for successful bioventing. First, air must be able to pass through the soil in sufficient quantities to maintain aerobic conditions; second, natural hydrocarbon-degrading microorganisms must be present in concentrations large enough to obtain reasonable biodegradation rates. Initial testing is designed to determine both air permeability of soil and in situ respiration rates.Soil grain size and soil moisture significantly influence soil gas permeability. Perhaps the greatest limitation to air permeability is excessive soil moisture. A combination of high water tables, high moisture, and fine-grained soils has made bioventing infeasible at some Air Force test locations. Several soil characteristics that are known to impact microbial activity are pH, moisture, and basic nutrients, ( e.g., nitrogen and phosphorus), and temperature. Soil pH measurements show the optional pH range to be 6 to 8 for microbial activity; however, microbial respiration has been observed at all sites, even in soils that fall outside this optimal range. Optimum soil moisture is very soil-specific. Too much moisture can reduce the air permeability of the soil and decrease its oxygen transfer capability. Too little moisture will inhibit microbial activity. Several Air Force bioventing test sites have sustained biodegradation rates with moisture levels as low as 2 to 5% by weight. However, in extremely arid climates, it may be possible to increase the rate of biodegradation through irrigation, or humidifying the injected air. Biological activity has been measured at Eielson AFB, Alaska, in soil temperatures as low as 0° C. Bioventing will more rapidly degrade contaminants during summer months, but some remediation occurs in soil temperatures down to 0° C. Hydrocarbon degradation rates are almost always estimated from oxygen utilization rates using a simple stoichiometric relationship with the implicit assumption that all oxygen loss is due to the mineralization of hydrocarbons by microbes. However, simple stoichiometric relationships do not account for biomass production and inorganic oxidation reactions. Oxygen serves a terminal electron acceptor not only in the degradation of organic matter but also in oxidation of reduced inorganic compounds by microorganisms which obtain energy through chemical oxidation. In situ respiration tests can also be taken. Measurement of oxygen utilization in a nearby uncontaminated area is used to account for inorganic oxidation reactions. When used with other indicators of increased microbial activity or biodegradation, respiration tests can provide one of several convergent lines of independent evidence to at least qualitatively document biodegradation. |
||||||||||||||||||||||||||||||||||||||||||||
Performance Data: Bioventing is becoming more common, and most of the hardware components are readily available. Bioventing is receiving increased exposure to the remediation consulting community, particularly its use in conjunction with soil vapor extraction (SVE). The Air Force is sponsoring bioventing demonstrations at 135 sites. As with all biological technologies, the time required to remediate a site using bioventing is highly dependent upon the specific soil and chemical properties of the contaminated media. An overview of this technology, including installation protocols, provided by the Air Force Center for Environmental Excellence (AFCEE) is located at http://www.afcee.brooks.af.mil/er/ert/bioventing.htm. |
||||||||||||||||||||||||||||||||||||||||||||
Cost: The key cost driver information and cost analysis was developed using the Remedial Action Cost Engineering and Requirements (RACER) software. Key Cost Drivers · Surface area is the primary cost driver o Impacts the number of injection/extraction wells that are installed. The number of wells installed (and cost) increases with surface area. · Soil Type o Soil types containing sand and gravel produced significantly lower costs by reducing the number of injection/extraction wells that needed to be installed. Cost Analysis The following table represents estimated costs (by common unit of measure) to apply bioventing technology at sites of varying size and complexity. A more detailed cost estimate table which includes specific site characteristics and significant cost elements that contributed to the final costs can be viewed by clicking on the link below.
Other factors that affect the cost of bioventing include contaminant type and concentration, soil permeability, well spacing and number, pumping rate, and off-gas treatment. This technology does not require expensive equipment and relatively few personnel are involved in the operation and maintenance of a bioventing system. Periodic maintenance monitoring is conducted. |
||||||||||||||||||||||||||||||||||||||||||||
References: Engineered
Approaches to In Situ Bioremediation of Chlorinated Solvents: Fundamentals
and Field Applications, July 2000, EPA-542-R-00-008 Innovative Remediation
Technologies: Field Scale Demonstration Project in North America,
2nd Edition Michigan
Soil Vapor Extraction Remediation (MISER) Model: A Computer Program to
Model Soil Vapor Extraction and Bioventing of Organic Chemicals in
Unsaturated Geologic Material (EPA 600-R-97-009) Aggarwal, P.K., J.L. Means, R.E. Hinchee, G.L. Headington, and A.R. Gavaskar, July 1990. Methods To Select Chemicals for In-Situ Biodegradation of Fuel Hydrocarbons, Air Force Engineering & Services Center, Tyndall AFB, FL. California Base Closure Environmental Committee (CBCEC), 1994. Treatment Technologies Applications Matrix for Base Closure Activities, Revision 1, Technology Matching Process Action Team, November, 1994. EPA, 1992. Evaluation of Soil Venting Application, EPA/540/S-92/004; NTIS: PB92-232362. CD-ROM of Case Studies: "FRTR Cost and Performance Remediation Case Studies and Related Information"; EPA 542-C-01-003; May 2001.
DOE, 1993. Methanotrophic In Situ Bioremediation Using Methane/Air and Gaseous Nutrient Injection Via Horizontal Wells, Technology Information Profile, Rev. 2, DOE ProTech Database, TTP Reference No.: SR-1211-06. Hinchee, R.E., S.K. Ong, and R. Hoeppel, 1991. "A Treatability Test for Bioventing," in Proceedings of the 84th Annual Meeting and Exhibition, Air and Waste Management Association, Vancouver, BC, 91-19.4. Hinchee, R.E., S.K. Ong, R.N. Miller, and D.C. Downey, 1992. Report to AFCEE, Brooks AFB, TX. Hinchee, R.E., 1993. "Bioventing of Petroleum Hydrocarbons," Handbook of Bioremediation, Lewis Publication, Boca Raton, FL, pp. 39-59. Hoeppel, R.E., R.E. Hinchee, and M.F. Arthur, 1991. "Bioventing Soils Contaminated with Petroleum Hydrocarbons," J. Ind. Microbiol., 8:141-146. Leeson, A., and Hinchee, R.E, 1996. Principles and Practices of Bioventing, Volume I: Bioventing Principles, prepared by Battelle Memorial Institute for U.S. Air Force and U.S. EPA. Leeson, A., and Hinchee, R.E, 1996. Principles and Practices of Bioventing, Volume II: Bioventing Design, prepared by Battelle Memorial Institute for U.S. Air Force and U.S. EPA. USAEC, 1997. "Bioventing of POL Contaminated Soils" in Innovative Technology Demonstration, Evaluation and Transfer Activities, FY 96 Annual Report, Report No. SFIM-AEC-ET-CR-97013, pp. 75-76. |
||||||||||||||||||||||||||||||||||||||||||||
Site Information:
Points of Contact:
Technology Specific Web Sites:
Vendor Information:
A list of vendors offering In Situ Biological Soil Treatment is available from EPA REACH IT which combines information from three established EPA databases, the Vendor Information System for Innovative Treatment Technologies (VISITT), the Vendor Field Analytical and Characterization Technologies System (Vendor FACTS), and the Innovative Treatment Technologies (ITT), to give users access to comprehensive information about treatment and characterization technologies and their applications. Health and Safety:
|
Notice | |
Foreword | |
Report Documentation Page | |
Acknowledgement | |
Objectives | |
Background | |
How to use this document | |
Natural Resources | |
Cautionary Notes | |
Online Survey |
Presumptive Remedies | |
Data Requirements | |
Nonhalogenated VOCs | |
Halogenated VOCs | |
Nonhalogenated SVOCs | |
Halogenated SVOCs | |
Fuels | |
Inorganics | |
Radionuclides | |
Explosives |
Soil,Sed.,Bedrock & Sludge | |
In Situ Biological | |
In Situ Phys/Chem | |
In Situ Thermal | |
Ex Situ Biological | |
Ex Situ Phys/Chem | |
Ex Situ Thermal | |
Containment | |
Other Treatment | |
Ground,Surf. H2O,Leachate | |
In Situ Biological | |
In Situ Phys/Chem | |
Ex Situ Biological | |
Ex Situ Phys/Chem | |
Containment | |
Off Gas & Air Emissions | |
Biofiltration | |
High Energy Destruction | |
Membrane Separation | |
Oxidation | |
Scrubbers | |
Carbon Adsorption |
Document Sources | |
Listing by Author | |
Listing of Websites |
A. Vendors | |
B. Site Projects | |
C. Federal Databases | |
D. Factors Affecting Treat. | |
E. Source Documents | |
F. Synonyms |
Site Map | |
Screening Matrix | |
Synonym List | |
Search | |
Contact Us | |
Disclaimer, Privacy, and Security Notice |
Soil,Sed.,Bedrock & Sludge | |
Gr. & Surf. H2O, Leachate | |
Air Emissions/Off-Gases |
Properties & Behavior | |
Techs for Soil | |
Techs for H2O | |
Techs for Air Emissions | |
Treatment Train |
Properties & Behavior | |
Techs for Soil | |
Techs for H2O | |
Techs for Air Emissions | |
Treatment Train |
Properties & Behavior | |
Techs for Soil | |
Techs for H2O | |
Techs for Air Emissions | |
Treatment Train |
Properties & Behavior | |
Techs for Soil | |
Techs for H2O | |
Treatment Train |
Properties & Behavior | |
Techs for Soil | |
Techs for H2O | |
Treatment Train |
Properties & Behavior | |
Techs for Soil | |
Techs for H2O | |
Treatment Train |
Properties & Behavior | |
Techs for Soil | |
Techs for H2O | |
Treatment Train |
Properties & Behavior | |
Techs for Soil | |
Biological Techs | |
Thermal Techs | |
Other Techs | |
Common Techs | |
Treatment Train |
Bioventing | |
Enhanced Bioremediation | |
Phytoremediation |
Chemical Oxidation | |
Electrokinetic Sep. | |
Fracturing | |
Soil Flushing | |
Soil Vapor Extraction | |
Solidification/Stabilization |
Thermal Treatment |
Biopiles | |
Composting | |
Landfarming | |
Slurry Phase |
Chemical Extraction | |
Chemical RedOx | |
Dehalogenation | |
Separation | |
Soil Washing | |
Solidification/Stabilization |
Hot Gas Decon. | |
Incineration | |
OB/OD | |
Pyrolysis | |
Thermal Desorption |
Landfill Cap | |
Landfill Cap Enhancements |
Off-Site Disposal |
Enhanced Biodegradation | |
Natural Attenuation | |
Phytoremediation |
Air Sparging | |
Bioslurping | |
Chemical Oxidation | |
Directional Wells | |
Dual Phase Extraction | |
Thermal Treatment | |
Hydrofracturing | |
Air Stripping | |
Treatment Walls |
Bioreactors | |
Constructed Wetlands |
Adsorption/Absorption | |
Adv. Oxidation Processes | |
Air Stripping | |
GAC | |
Ground Water Pumping | |
Ion Exchange | |
Prec./Coag./Flocc. | |
Separation | |
Sprinkler Irrigation |
Physical Barriers | |
Deep Well Injection |