Included in this file is a CD drive titled "Chapter Three: Supporting Information" with a 00:40 second long animation. For best quality, view in VLC, not Quicktime Player. / <p>Groundwater contamination by dense non-aqueous phase liquids (DNAPLs ), such as chlorinated solvents, continues to be a significant environmental problem. When released to the subsurface, either due to improper disposal or accidental release, DNAPLs can form complex source zones whose geometry is largely controlled by the geological heterogeneity of the subsurface. These source zones are composed of disconnected, immobile blobs or ganglia trapped by capillary forces (referred to as DNAPL residual) between high-saturation regions located at permeability interfaces (referred to as DNAPL pools). The slow dissolution of DNAPL pools can result in the contamination of groundwater for time periods on the order of decades to centuries.</p> <p>The common conceptual model used in the investigation of DNAPL-contaminated sites is based primarily on the mass transfer from DNAPL to the surrounding aqueous phase in the saturated zone. However, the presence of a discontinuous gas phase above a DNAPL pool can significantly affect the mass transfer from the pool through repeated, spontaneous expansion and mobilization of the gas phase. This mechanism has not been included in the common conceptual models.</p> <p>The goal of this research was to develop a quantitative understanding of discontinuous gas phase expansion and mobilization above a DNAPL pool. This goal was addressed using a combination of small-scale and intermediate-scale laboratory experiments. Small-scale, no-flow vial experiments were used to measure the expansion of single gas bubbles above DNAPL pools, and provide the basis for the development of an analytical model to assess the effect of expansion by multi-component partitioning on the mass transfer from DNAPL pools. Small-scale flow cell experiments were used to measure spontaneous expansion rates in porous media, and provide visual data concerning the distribution of the gas phase. Small-scale air injection experiments were used to characterize the gas flow. Finally, an intermediate-scale flow cell experiment was used to provide larger-scale data concerning the transient distribution of the gas phase, and measure the effect of spontaneous expansion and mobilization on the aqueous-phase DNAPL constituent concentrations.</p> <p>The combined results of these experiments established a detailed conceptual model for the spontaneous expansion and mobilization of a discontinuous gas phase above a DNAPL pool. In this conceptual model, spontaneous expansion of a discontinuous gas phase above a DNAPL pool occurs due to multi-component partitioning, and depends on the concentrations of both the volatile DNAPL and the other dissolved gases. This expansion is more likely to occur, and will be faster, in shallower systems (i.e. lower hydrostatic pressures) containing coarser media (i.e. lower capillary pressures), more volatile DNAPL, and higher concentrations of other dissolved gases (i.e. higher partial pressures). Mobilization of the expanding gas will occur as discontinuous gas flow in most sands, where the repeated trapping and coalescence of gas clusters can allow rapid, large-scale vertical transport of the gas phase. This discontinuous gas flow can produce macroscopic gas fingers composed of multiple, discrete gas clusters. These macroscopic fingers can reach substantial heights above the pool surface, but the growth occurs predominantly at the pool's leading edge due to the stripping of other dissolved gases. This expansion and mobilization can significantly affect the mass transfer from the DNAPL pool if the gas phase is in direct contact with the pool surface; or if the gas phase is close to the pool surface, covers a large fraction of the pool, and the groundwater flow is sufficiently slow. The partitioning of DNAPL constituent from the mobilized gas phase to the aqueous phase well above the pool surface can also change the spatial distribution of aqueous-phase DNAPL constituent concentrations, increasing them above those that are expected based on theoretical calculations for strictly DNAPL-water systems, even at elevations where the concentrations are expected to be zero. The increased concentrations well above the pool surface can appear as short-duration events in the presence of a sustained gas phase, due to the partitioning of DNAPL constituents from the gas to the aqueous phase during multi-component mass transfer. The results of this research provide the necessary basis to begin incorporating this fundamental mechanism into the conceptual and mathematical models used for DNAPL-related research, the investigation ofDNAPL-contaminated sites, and the design and application of DNAPL remediation technologies.</p> / Thesis / Doctor of Philosophy (PhD)

Groundwater related courses are offered through several colleges at Virginia Tech. These classes enroll a diverse group of students with varied academic backgrounds and educational levels. Though these classes emphasize different aspects of groundwater resources, they lack a unified approach in instructional materials and learning methodologies for knowledge they do share. The goals of this research are to lessen the impact of variable student backgrounds and to better integrate the courses to improve teaching and learning, through the development of a multi-tiered, interdisciplinary website, Groundwater Interactive (GWI). GWI, as an educational technology, employs a variety of interactive multimedia. The primary educational components of the website include interactive and graphical models and quizzes, and a student-authored primer. An implementation strategy based on experiential and cooperative learning models is developed for application of the GWI tool in the classroom. An assessment methodology to evaluate the effectiveness of these new learning methods and techniques was also developed, but was not implemented as part of this work. / Master of Science

Creosote, containing many high molecular weight hydrophobic polycyclic aromatic hydrocarbons (PAH's), is present in the subsurface environment at the Oneida Tie-Yard in Oneida, Tennessee. Phytoremediation using hybrid poplar trees was chosen as the remedial technology on-site. Since monitoring began, the contaminant plume has been shrinking consistently and evidence has shown that remediation is taking place. However, remediation may be rate-limited by the desorption and dissolution kinetics of the PAH's on-site. The objectives of this research are to: (1) estimate the desorption and dissolution rates of 10 PAH's found in the subsurface and (2) estimate the amount of each PAH and total mass of contaminant that is irreversibly sorbed to the soil. Three laboratory desorption and dissolution experiments were performed using contaminated soil samples from the Oneida Tie-Yard site. The first experiment was a batch desorption equilibrium experiment, the second was a batch desorption kinetics experiment, and the third was a soil column dissolution kinetics experiment. The target compounds in this study were: naphthalene, acenaphthylene, acenaphthene, fluorene, phenanthrene, anthracene, fluoranthene, pyrene, chrysene, and benzo(b)fluoranthene. The resulting data for the desorption equilibrium experiment revealed that rates of equilibrium were truly not instantaneous in the systems studied. However, because approximately 76% of PAH's desorbed by the first sampling event (3 days), an equilibrium isotherm was considered appropriate. Results showed that there is a sorbed reversible concentration that readily desorbs to the aqueous phase for each PAH. Additionally, it was determined that the percent removal of sorbed PAH's decreases with increasing molecular weight. Desorption curves based on experimental data were found to exhibit linear behavior over large variations in aqueous concentration, but showed exponential behavior as concentrations approached zero. Freundlich sorption equilibrium isotherms for the 10 monitored PAH's on-site were generally found to have N coefficient values over 1, especially over large variations in solution phase concentration, indicating a non-uniform sorbent. Dissolution of resistant PAH's under field-like conditions was determined to occur over long periods of time. Dissolution rates calculated from experimental data were shown to generally decrease with increasing molecular weight. Overall, desorption and dissolution kinetics of PAH's were shown to be rate-limiting factors to remediation at the Oneida Tie-Yard. / Master of Science

Groundwater contamination is a very serious problem as it leads to the depletion of water resources. Seawater intrusion is a special category of groundwater contamination that threatens the health and possibly lives of many people living in coastal areas. The focus of this work is to develop a numerical model to study seawater intrusion and its effects on groundwater quality and develop a control method to effectively control seawater intrusion. Two major approaches are used in this study: the first approach is the development of a finite element model to simulate seawater intrusion; the second is the development of a simulation-optimization model to study the control of seawater intrusion in coastal aquifers using different management scenarios. The simulation-optimization model is based on the integration of a genetic algorithm optimization technique with the transient density-dependent finite element model developed in this research. The finite element model considers the coupled flow of air and water and solute transport in saturated and unsaturated soils. The governing differential equations include two mass balance equations of water and air phases and the energy balance equation for heat transfer, together with a balance equation for miscible solute transport. The nonlinear governing differential equations are solved using the finite element method in the space domain and a finite difference scheme in the time domain. A two dimensional finite element model is developed to solve the governing equations and provide values of solute concentration, pore water pressure, pore air pressure and temperature at different points within the region at different times. The mathematical formulation and numerical implementation of the model are presented. The numerical model is validated by application to standard examples from literature followed by application to a number of case studies involving seawater intrusion problems. The results show good agreement with previous results reported in the literature. The model is then used to predict seawater intrusion for a number of real world case studies. The developed model is capable of predicting, with a good accuracy, the intrusion of seawater in coastal aquifers. In the second approach, a simulation-optimization model is developed to study the control of seawater intrusion using three management scenarios: abstraction of brackish water, recharge of fresh water and combination of abstraction and recharge. The objectives of these management scenarios include minimizing the total costs for construction and operation, minimizing salt concentrations in the aquifer and determining the optimal depths, locations and abstraction/recharge rates for the wells. Also, a new methodology is presented to control seawater intrusion in coastal aquifers. In the proposed methodology ADR (abstraction, desalination and recharge), seawater intrusion is controlled by abstracting brackish water, desalinating it using a small scale reverse osmosis plant and recharging to the aquifer. The simulation-optimization model is applied to a number of case studies. The efficiencies of three different scenarios are examined and compared. Results show that all the three scenarios could be effective in controlling seawater intrusion. However, ADR methodology can result in the lowest cost and salt concentration in aquifers and maximum movement of the transition zone towards the sea. The results also show that for the case studies considered in this work, the amount of abstracted and treated water is about three times the amount required for recharge; therefore the remaining treated water can be used directly for different proposes. The application of ADR methodology is shown to be more efficient and more practical, since it is a cost-effective method to control seawater intrusion in coastal aquifers. This technology can be used for sustainable development of water resources in coastal areas where it provides a new source of treated water. The developed method is regard as an effective tool to control seawater intrusion in coastal aquifers and can be applied in areas where there is a risk of seawater intrusion. Finally, the developed FE model is applied to study the effects of likely climate change and sea level rise on seawater intrusion in coastal aquifers. The results show that the developed model is capable of predicting the movement of the transition zone considering the effects of sea level rise and over-abstraction. The results also indicate that the change of water level in the sea side has a significant effect on the position of the transition zone especially if the effect of sea level rise is combined with the effect of increasing abstraction from the aquifer.

Le Site Pilote de Tchernobyl (CPS) est voué à l’étude de la migration des radionucléides à partir de l’une des tranchées creusée pour enfouir la matière contaminée à la suite de l'accident de Tchernobyl (1986). L’objectif de cette thèse est d’étudier les processus de migration des éléments dans la nappe phréatique.D’abord, l’extension maximale du panache de contamination est étudiée à l’aide du traceur conservatif 36Cl. Dans la nappe, les rapports 36Cl/Cl sont 1 à 4 ordres de grandeur supérieurs au rapport naturel théorique (particulièrement en aval de la tranchée), signifiant une importante contamination de la nappe par le 36Cl.Ensuite, un modèle conceptuel des processus géochimiques est proposé à partir de l’étude des variations en [Cl-], [HCO3-], [SO42-], [NO3-], [Na+], [Ca2+], [K+] [Mg2+], [Si], [Fe2+], [Mn2+] et des rapports δ18O et δ2H. Certains éléments sont très influencés par la présence de la tranchée mais des processus naturels peuvent aussi avoir une influence sur géochimie des eaux (eau-roche ou de drainage).Puis, les rapports isotopiques 238U/235U, 86Sr/88Sr et 87Sr/86Sr sont mesurés pour étudier la migration d’U et du Sr. La dissolution des particules de combustible enfouies dans la tranchée et le lessivage des radionucléides qui leur sont associés pourraient avoir un impact significatif sur les rapports isotopiques dans la nappe. Une augmentation des concentrations en [238U] est observée en aval de la tranchée mais les rapports 238U/235U mesurés sont naturels. La procédure d'analyse des rapports 86Sr/88Sr et 87Sr/86Sr ne permet pas d’observer un changement de ces rapports dans la nappe mais une diminution du rapport est observée en profondeur. / The Chernobyl Pilot Site (CPS) was set up to study the migration of radionuclides from one of the trenches dug in situ to bury materials contaminated after Chernobyl accident. The aim of this study is to investigate migration processes in groundwater. At first, the maximal extent of the contaminant plume is investigated based on the study of conservative tracer 36Cl. High contamination of groundwater by 36Cl is shown, with 36Cl/Cl ratios 1 to 4 orders of magnitude higher than the theoretical natural ratio (specifically downgradient of the trench). Then, a conceptual model of the main geochemical processes in groundwater is proposed based on the study of variantions in [Cl-], [HCO3-], [SO42-], [NO3-], [Na+], [Ca2+], [K+] [Mg2+], [Si]), [Fe2+], [Mn2+], and δ18O and δ2H. Some element concentrations are mainly governed by migrations from the trench. However, natural geochemical processes are also assessed to have an influence on groundwater geochemistry (water-rock interaction, leakage). Next, uranium and strontium migrations are investigated based on measurements of 238U/235U, 86Sr/88Sr, 87Sr/86Sr ratios. Indeed, dissolution fuel particles buried in the trench and the release of associated radionuclides is supposed to have a significant impact on those ratios in groundwater. However, in spite of an increase of [238U] concentrations downgradient of the trench, measured 238U/235U ratios in groundwater are in the natural range. Analytical procedure for 86Sr/88Sr and 87Sr/86Sr ratio measurement does not allow observing some trend downgradient of the trench; however, 87Sr/86Sr ratios clearly decrease with the depth.

Analisando o potencial risco de contaminação das águas devido à falta de planejamento e de gestão integrada dos recursos hídricos, o trabalho desenvolvido, intitulado PLANO DIRETOR DE DRENAGEM URBANA EM CIDADES PLANEJADAS: Premissa de Zoneamento Baseado no Risco de Contaminação da Água Subterrânea, propõe que os Planos Diretores Municipais sejam elaborados visando à preservação quali-quantitativa não somente das águas superficiais, mas também das subterrâneas. Para isso, a pesquisa sugere técnicas de zoneamento urbano e adoção de alternativas de Drenagem BMPs (Best Management Practices) baseadas no risco de contaminação das águas subterrâneas, apresentadas como premissa na elaboração de Planos Diretores de Drenagem Urbana para cidades planejadas. Assim, o zoneamento de áreas urbanas foi analisado de forma a minimizar a contaminação de aquíferos, tanto pelo uso direto, quanto pela poluição difusa provocada pela precipitação. Servindo, de tal modo, como premissa na determinação das alternativas estruturais e não-estruturais a serem adotadas, principalmente quanto à adoção de dispositivos de drenagem com infiltração no solo. A análise integrada do mapa de vulnerabilidade existente (CPRM, 2001) com o Mapa de Fontes Potenciais de Contaminação, desenvolvido a partir do zoneamento urbano vigente, subsidiou a elaboração do Mapa de Zoneamento Baseados no Risco à Contaminação de Águas Subterrâneas. Este, por sua vez, deu base à elaboração do Mapa de Restrição às Soluções de Drenagem com Infiltração no Solo, que analisado juntamente com os critérios de escolha das medidas de controle na fonte definidos por São Paulo (2012c), deu origem ao Mapa de Implantação de Técnicas de Controle na Fonte. Neste estudo, a cidade de Palmas, capital do estado do Tocantins, é adotada como estudo de caso. A cidade surgiu em uma época em que o conceito de sustentabilidade estava em foco, contudo ela parece seguir os mesmos processos de desenvolvimento dos grandes centros urbanos, onde a urbanização não prevê impactos ambientais negativos e o adequado, portanto, pretende-se indicar soluções de drenagem adequadas para a cidade em desenvolvimento. / Analyzing the potential risk of water contamination due to the lack of planning and integrated management of water resources, the ongoing study, URBAN DRAINAGE MASTER PLAN FOR PLANNED CITIES: Zoning Premise Based on Risk of Groundwater Contamination, suggests that the Municipal Master Plans are proposed to be developed aiming to preserve the quality and the amount not only of surface waters but also groundwater. The study intends to approach techniques of urban zoning based on the risk of groundwater contamination as a premise in the development of urban Drainage Master Plans for planned cities. Thus, this study analyzes zoning techniques and the adoption of alternative drainage BMPs (Best Management Practices) based on the risk of groundwater contamination as a premise in the development of Urban Drainage Master Plans for planned cities. For this, the zoning of urban areas is analyzed in order to minimize the contamination of aquifers, by direct use and by diffuse pollution. Serving as a premise in the determination of structural and nonstructural alternatives to be taken, especially regarding the adoption of drainage devices with soil infiltration. The integrated analysis of the maps gave rise to the Map of Implementation of BMPs. The Brazil capital\'s newest came at a time when the concept of sustainability was in focus, nevertheless it seems to follow the same processes of development of major urban centers. Being a city in full development and urbanization of areas contained in its master plan, it is intended to contribute to the elaboration of master plans of the city.

Analisando o potencial risco de contaminação das águas devido à falta de planejamento e de gestão integrada dos recursos hídricos, o trabalho desenvolvido, intitulado PLANO DIRETOR DE DRENAGEM URBANA EM CIDADES PLANEJADAS: Premissa de Zoneamento Baseado no Risco de Contaminação da Água Subterrânea, propõe que os Planos Diretores Municipais sejam elaborados visando à preservação quali-quantitativa não somente das águas superficiais, mas também das subterrâneas. Para isso, a pesquisa sugere técnicas de zoneamento urbano e adoção de alternativas de Drenagem BMPs (Best Management Practices) baseadas no risco de contaminação das águas subterrâneas, apresentadas como premissa na elaboração de Planos Diretores de Drenagem Urbana para cidades planejadas. Assim, o zoneamento de áreas urbanas foi analisado de forma a minimizar a contaminação de aquíferos, tanto pelo uso direto, quanto pela poluição difusa provocada pela precipitação. Servindo, de tal modo, como premissa na determinação das alternativas estruturais e não-estruturais a serem adotadas, principalmente quanto à adoção de dispositivos de drenagem com infiltração no solo. A análise integrada do mapa de vulnerabilidade existente (CPRM, 2001) com o Mapa de Fontes Potenciais de Contaminação, desenvolvido a partir do zoneamento urbano vigente, subsidiou a elaboração do Mapa de Zoneamento Baseados no Risco à Contaminação de Águas Subterrâneas. Este, por sua vez, deu base à elaboração do Mapa de Restrição às Soluções de Drenagem com Infiltração no Solo, que analisado juntamente com os critérios de escolha das medidas de controle na fonte definidos por São Paulo (2012c), deu origem ao Mapa de Implantação de Técnicas de Controle na Fonte. Neste estudo, a cidade de Palmas, capital do estado do Tocantins, é adotada como estudo de caso. A cidade surgiu em uma época em que o conceito de sustentabilidade estava em foco, contudo ela parece seguir os mesmos processos de desenvolvimento dos grandes centros urbanos, onde a urbanização não prevê impactos ambientais negativos e o adequado, portanto, pretende-se indicar soluções de drenagem adequadas para a cidade em desenvolvimento. / Analyzing the potential risk of water contamination due to the lack of planning and integrated management of water resources, the ongoing study, URBAN DRAINAGE MASTER PLAN FOR PLANNED CITIES: Zoning Premise Based on Risk of Groundwater Contamination, suggests that the Municipal Master Plans are proposed to be developed aiming to preserve the quality and the amount not only of surface waters but also groundwater. The study intends to approach techniques of urban zoning based on the risk of groundwater contamination as a premise in the development of urban Drainage Master Plans for planned cities. Thus, this study analyzes zoning techniques and the adoption of alternative drainage BMPs (Best Management Practices) based on the risk of groundwater contamination as a premise in the development of Urban Drainage Master Plans for planned cities. For this, the zoning of urban areas is analyzed in order to minimize the contamination of aquifers, by direct use and by diffuse pollution. Serving as a premise in the determination of structural and nonstructural alternatives to be taken, especially regarding the adoption of drainage devices with soil infiltration. The integrated analysis of the maps gave rise to the Map of Implementation of BMPs. The Brazil capital\'s newest came at a time when the concept of sustainability was in focus, nevertheless it seems to follow the same processes of development of major urban centers. Being a city in full development and urbanization of areas contained in its master plan, it is intended to contribute to the elaboration of master plans of the city.

Much is known about natural attenuation of contaminants in granular aquifers because many contaminant plumes in these aquifers have been intensively monitored with detailed sampling along cross sections positioned across the plumes (i. e. transects). However, little is known about natural attenuation of contaminant plumes in fractured rock. In this thesis study, strong natural attenuation of a persistent co-mingled plume of trichloroethylene (TCE) and an herbicide (metolachlor) in a 100 <em>m</em> thick dolostone aquifer used for municipal water supply in Cambridge, Ontario is shown based on detailed delineation of groundwater contaminant concentrations along a single transect located 150 <em>m</em> downgradient from the area where the metolachlor entered the dolostone and 300 <em>m</em> downgradient from the TCE source area. This delineation was accomplished using depth-discrete, multilevel groundwater monitoring systems in five cored holes and detailed analyses of contaminant concentration in rock cores. The maximum metolachlor concentration on the transect is a factor of 20 below the maximum concentration in the metolachlor source area and the maximum TCE concentration on the transect is lower by a factor of 100 from the TCE source area. <br /><br /> Matrix diffusion and strong temporal variability of the groundwater flow system caused by pumping of nearby municipal wells have likely caused strong natural attenuation of metolachlor and TCE and degradation has likely contributed to even stronger TCE attenuation. The transect shows rock core concentrations much higher than the groundwater concentrations in the multilevel systems at the same locations and in the conventional monitoring wells, which indicates that plume persistence is likely maintained by back diffusion from the rock matrix, which has very low hydraulic conductivity but substantial porosity, into the active groundwater flow in the fractures. <br /><br /> Metolachlor has been observed at very low concentrations and has persisted at these concentrations in the nearest municipal pumping well located approximately 780 <em>m</em> downgradient of the transect, however this well shows no detectable TCE. The relatively low concentrations along the transect and the replenishment of the plume by back diffusion suggests that a substantial increase of metolachlor or TCE in the municipal well is unlikely.

Much is known about natural attenuation of contaminants in granular aquifers because many contaminant plumes in these aquifers have been intensively monitored with detailed sampling along cross sections positioned across the plumes (i. e. transects). However, little is known about natural attenuation of contaminant plumes in fractured rock. In this thesis study, strong natural attenuation of a persistent co-mingled plume of trichloroethylene (TCE) and an herbicide (metolachlor) in a 100 <em>m</em> thick dolostone aquifer used for municipal water supply in Cambridge, Ontario is shown based on detailed delineation of groundwater contaminant concentrations along a single transect located 150 <em>m</em> downgradient from the area where the metolachlor entered the dolostone and 300 <em>m</em> downgradient from the TCE source area. This delineation was accomplished using depth-discrete, multilevel groundwater monitoring systems in five cored holes and detailed analyses of contaminant concentration in rock cores. The maximum metolachlor concentration on the transect is a factor of 20 below the maximum concentration in the metolachlor source area and the maximum TCE concentration on the transect is lower by a factor of 100 from the TCE source area. <br /><br /> Matrix diffusion and strong temporal variability of the groundwater flow system caused by pumping of nearby municipal wells have likely caused strong natural attenuation of metolachlor and TCE and degradation has likely contributed to even stronger TCE attenuation. The transect shows rock core concentrations much higher than the groundwater concentrations in the multilevel systems at the same locations and in the conventional monitoring wells, which indicates that plume persistence is likely maintained by back diffusion from the rock matrix, which has very low hydraulic conductivity but substantial porosity, into the active groundwater flow in the fractures. <br /><br /> Metolachlor has been observed at very low concentrations and has persisted at these concentrations in the nearest municipal pumping well located approximately 780 <em>m</em> downgradient of the transect, however this well shows no detectable TCE. The relatively low concentrations along the transect and the replenishment of the plume by back diffusion suggests that a substantial increase of metolachlor or TCE in the municipal well is unlikely.

Contamination of groundwater supplies by gasoline and other petroleum-derived hydrocarbons released from underground or aboveground storage tanks is a serious and widespread environmental problem. Corrosion, ground movement, and poor sealing can cause leaks in tanks and associated piping. Petroleum hydrocarbons contain methyl tertiary-butyl ether (MTBE) (a fuel oxygenate), benzene, toluene, ethylbenzene, and xylene isomers (BTEX), the major components of gasoline, which are hazardous substances regulated by many nations. MTBE possesses all the characteristics of a persistent compound in the subsurface: high solubility, low volatility, low sediment sorption, and resistance to biodegradation. The objectives of this study were to (1) evaluate the biodegradibility of MTBE under aerobic conditions, and (2) assess the potential of using the aerobic bioremediation technique to clean up aquifers contaminated by MTBE. In this study, microcosms were constructed to determine the feasibility of biodegrading MTBE by intrinsic microbial consortia (aquifer sediments) under aerobic and aerobic cometabolic conditions. In the cometabolic microcosms, propane, ethanol, and BTEX were applied as the primary substracts to enhance the biodegradation of MTBE. The inocula used in this microcosm study were aquifer sediments collected from the contaminated-zones of a petroleum-hydrocarbon (including MTBE) contaminated site. Microcosms were constructed with nutrient medium (or site groundwater), sediments, and MTBE solution in 70-mL serum bottles sealed with Teflon-lined rubber septa. MTBE was analyzed using purge-and-trap instrument following gas chromatography (GC)/flame ionization detector (FID). Results show that the indigenous microorganisms were able to biodegrade MTBE under aerobic conditions using MTBE as the sole primary substrate. Microcosms with site groundwater as the medium solution show higher MTBE biodegradation rate. This indicates that site groundwater might contain some trace minerals or organics, which could enhance the MTBE biodegradation rate. Results show that the addition of BTEX would also enhance the MTBE removal. However, no significant MTBE biodegradation was observed in microcosms with propane and ethanol as the primary substrates. This reveals that the supplement of the second carbon source might inhibit the degradation of MTBE due to the preferential removal of some organics over MTBE. Results from the microcosm study suggest that aerobic biodegradation plays an important role on the MTBE removal. Intrinsic bioremediation is a feasible technology to remediate the studied MTBE-contaminated site.