A natural gradient tracer test using perdeuterated MTBE was conducted in an anaerobic aquifer to determine the relative importance of dispersion and degradation in reducing MTBE concentrations in ground water. Preliminary ground water chemistry and hydraulic conductivity data were used to place the tracer within an existing dissolved MTBE plume at Port Hueneme, California. Following one year of transport, the tracer plume was characterized in detail. Longitudinal dispersion was identified as the dominant mechanism for lowering the perdeuterated MTBE concentrations. The method of moments was used to determine the longitudinal and lateral dispersion coefficients (0.85 m2/day and 0.08 m2/day, respectively). A mass‐balance analysis, carried out after one year of transport, accounted for 110% of the injected mass and indicated that no significant mass loss occurred. The plume structure created by zones of higher and lower hydraulic conductivity at the site was complex, consisting of several localized areas of high tracer concentration in a lower concentration plume. This is important because the aquifer has generally been characterized as exhibiting fairly minor heterogeneity. In addition, the tracer plume followed a curved flowpath that deviated from the more macroscopic direction of ground water flow inferred from local ground water elevation measurements and the behavior of the existing plume. Understanding the mass balance, plume structure, curvature of the tracer plume, and consequently natural attenuation behavior required the detailed sampling approach employed in this study. These data imply that a detailed understanding of site hydrogeology and an extensive sampling network may be critical for the correct interpretation of monitored natural attenuation of MTBE.

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In situ air sparging (IAS) pilot test procedures have been developed that provide rapid, on-site information about IAS performance. The standard pilot test consists of six activities conducted to look for indicators of infeasibility and to characterize the air distribution to the extent necessary to make design decisions about IAS well placement. In addition, safety hazards that need to be addressed prior to full-scale design are identified. Two additional pilot test activities are described in those cases where air distribution must be more precisely defined. The test activities include both chemical tests (tracking contaminant concentrations, dissolved oxygen and tracers) and physical tests (air flow rate and injection pressure, groundwater pressure response).

This document describes the development and initial application of a multi-tracer push-pull test designed to provide near real-time point-specific measures of contaminant volatilization and aerobic biodegradation rates during in situ air sparging (IAS) operation. Measured biodegradation and volatilization rates are specific to the tracers used, so the results provide relative measures useful for identifying spatial differences in treatment performance and changes in performance with changes in system operation and design. The diagnostic test involves injecting a solution containing multiple tracer compounds into the target treatment zone through a monitoring well, piezometer, or drive point. The injected solution is initially deoxygenated and can contain: (a) a nondegradable, non-volatile conservative tracer, (b) one or more nondegradable, volatile chemicals, (c) an aerobically biodegradable, nonvolatile compound, and (d) a visible dye. After some predetermined hold time, an excess quantity of groundwater is extracted from the same injection point and the change in the concentrations of the tracer compounds is measured. Volatilization and oxygen utilization rates are then estimated from mass balances on the tracer components. The development of this diagnostic tool was conducted in a controlled physical model study and then initial field tests were conducted at the U.S. Navy Hydrocarbon National Test Site (HNTS) in Port Hueneme, California. Spatial variations in oxygenation and volatilization rates were observed, with oxygenation rates varying from 0 to 51 mg-O 2 /L-water/d, and tracer volatilization rates varying from 0 to 47%/d. Acetate and sulfur hexafluoride (SF 6 ) were used as tracers in the initial testing, and it was discovered that these are not ideal choices due to the potential for anaerobic acetate biodegradation and SF 6 partitioning into trapped gas in the aquifer.