2002
DOI: 10.1029/2000wr000148
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Hydrogeologic assessment of in situ natural attenuation in a controlled field experiment

Abstract: [1] An experiment to investigate the natural attenuation of three volatile organic compounds, toluene, carbon tetrachloride, and tetrachloroethene ($1-10 mg L À1 ) was performed in a 3 m deep, sandy aquifer isolated within a 24 m long, 2 m wide, three-sided sheet pile alleyway (hereafter referred to as the gate). A constant flow was maintained in the test volume by pumping a well at the closed end of the gate at 130 mL min À1 . The test compounds were introduced to the aquifer using diffusive emitters installe… Show more

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Cited by 23 publications
(14 citation statements)
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“…An average groundwater flow velocity of 1.9 ± 0.5 m/d was estimated to be representative for the area of the monitoring profile. The retardation of toluene due to interaction with the aquifer matrix was assumed to be 1.2 [37], that is, travel time ( t ) of the toluene along the water flow path is prolonged by a factor of 1.2 in comparison to the travel time of water. With these assumptions, the zero‐order biodegradation rate constant was calculated by plotting theoretical concentrations (μM) over travel time (d) according to Equation 6 (Fig.…”
Section: Resultsmentioning
confidence: 99%
“…An average groundwater flow velocity of 1.9 ± 0.5 m/d was estimated to be representative for the area of the monitoring profile. The retardation of toluene due to interaction with the aquifer matrix was assumed to be 1.2 [37], that is, travel time ( t ) of the toluene along the water flow path is prolonged by a factor of 1.2 in comparison to the travel time of water. With these assumptions, the zero‐order biodegradation rate constant was calculated by plotting theoretical concentrations (μM) over travel time (d) according to Equation 6 (Fig.…”
Section: Resultsmentioning
confidence: 99%
“…Traditional remediation efforts have been based on site investigations that typically focus on both chemical concentration and subsurface flow data. However, an increasing number of research and industry groups (ASTM 1998; Einarson and Mackay 2001a; CTDEP 2002; Devlin et al 2002; Rao et al 2002; Kavanaugh et al 2003; Newell et al 2003; Farhat et al 2006; Chapman et al 2007; Brooks et al 2008; Basu et al 2009; USEPA 2009) suggest that combining contaminant and hydrology into a mass discharge metric may provide key insights about plume behavior. Although some practitioners have used the term mass flux to denote mass per time associated with a plume, terminology acceptance is now consolidating along traditional chemical engineering nomenclature, where mass discharge is mass per time and mass flux is defined as a flux in units of mass per time per area.…”
Section: Introductionmentioning
confidence: 99%
“…Alternatively, ionic salts such as potassium bromide (KBr) can be used to artificially elevate concentrations in one of the contributing waters. This approach has been widely used in various hydrological and hydrogeological studies (e.g., (Hill et al 1998;Hendriks et al 1999;Burns and Nguyen 2002;Devlin et al 2002).…”
Section: Introductionmentioning
confidence: 99%