2011
DOI: 10.1029/2010wr009369
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Transient groundwater chemistry near a river: Effects on U(VI) transport in laboratory column experiments

Abstract: [1] In the 300 Area of a U(VI)-contaminated aquifer at Hanford, Washington, USA, inorganic carbon and major cations, which have large impacts on U(VI) transport, change on an hourly and seasonal basis near the Columbia River. Batch and column experiments were conducted to investigate the factors controlling U(VI) adsorption/desorption by changing chemical conditions over time. Low alkalinity and low Ca concentrations (Columbia River water) enhanced adsorption and reduced aqueous concentrations. Conversely, hig… Show more

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Cited by 27 publications
(56 citation statements)
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“…The leaching profile (e.g., dissolved U(VI) versus cumulative water volume) is generally asymptotic, beginning with concentrations that significantly exceed the DWS, and decreasing with volume of groundwater passage to concentrations below the DWS (Figure 5.1). This asymptotic profile has been observed for all 300 Area sediments studied to date Liu et al 2009;Yin et al 2011), indicating that resupply of the plume is expected to follow similar behavior. As is evident for this IFRC site-wide composite (<8 mm), the passage of approximately 75 pore volumes of fluid is required for released U(VI) concentrations to drop below the DWS.…”
Section: Advective Removal Of Adsorbed Uraniummentioning
confidence: 77%
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“…The leaching profile (e.g., dissolved U(VI) versus cumulative water volume) is generally asymptotic, beginning with concentrations that significantly exceed the DWS, and decreasing with volume of groundwater passage to concentrations below the DWS (Figure 5.1). This asymptotic profile has been observed for all 300 Area sediments studied to date Liu et al 2009;Yin et al 2011), indicating that resupply of the plume is expected to follow similar behavior. As is evident for this IFRC site-wide composite (<8 mm), the passage of approximately 75 pore volumes of fluid is required for released U(VI) concentrations to drop below the DWS.…”
Section: Advective Removal Of Adsorbed Uraniummentioning
confidence: 77%
“…IFRC investigators have developed a surface complexation model to predict the K d of 300 Area sediments (<2-mm fraction) based on measured surface area and solution composition and pH . This model reveals that adsorption from river water is three to four times stronger than that from ambient groundwater because of reduced bicarbonate concentration (see Yin et al 2011). Accordingly, K d will be used in discussions below to semiquantitatively characterize the adsorptivity of 300 Area sediments Various publications have explored the merits of the equilibrium K d , equilibrium surface complexation, and kinetic variants of these models to describe the reactive transport dynamics of the 300 Area uranium plume (Yabusaki et al 2008;Ma et al 2010).…”
Section: Laboratory Measurements Of Adsorption and Desorptionmentioning
confidence: 99%
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“…Priebe [10] conducted column experiments also using low calcium concentrations of 20 mg L −1 , and obtained K d values comparable with our results (5000-32,000 mL g −1 ). The effect of competitive sorption involving Ca 2+ in radionuclide transport has been well studied [e.g., 1,23,24]. With increasing Ca 2+ concentration, sorption capacity for Sr 2+ tends to decrease due to competitive sorption.…”
Section: Modeling Resultsmentioning
confidence: 99%
“…[20][21][22] The main objective of this paper is to study the sorption and degradation behaviour of PTA wastewater with representative soil in the vadose zone, and then simulate the transport of wastewater through the vadose zone with Hydrus-1D. [20][21][22] The main objective of this paper is to study the sorption and degradation behaviour of PTA wastewater with representative soil in the vadose zone, and then simulate the transport of wastewater through the vadose zone with Hydrus-1D.…”
Section: Introductionmentioning
confidence: 99%