1986
DOI: 10.1021/es00150a009
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Model describing the rates of transfer processes of organic chemicals between atmosphere and water

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Cited by 195 publications
(121 citation statements)
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“…The mean annual net flux (F net ) was estimated using the following equation: where ⌺F is the net mass exchanged with units of mass yr Ϫ1 , K ol is the overall mass transfer coefficient (m day Ϫ1 ), C w is the concentration of the contaminant in the dissolved phase (mass l Ϫ1 ) in the surface water of the lake, C a is the vapor phase concentration of the contaminant in the atmosphere (mass m Ϫ3 ), R is the universal gas constant (8.21 ϫ 10 -5 m 3 atm K Ϫ1 mol Ϫ1 ), T is the surface water temperature (K) and H is the Henry's Law constant (atm m 3 mol Ϫ1 ). This equation predicts that the gas flux across the lake surface is a balance between volatilization from and absorption to the water surface, and is controlled by Henry's Law, the concentration gradient, and the overall mass transfer velocity (Liss and Slater 1974;Mackay and Yeun 1983). A correct assessment of H as a function of temperature is needed to determine the direction and magnitude of compound flux across the airwater interface.…”
Section: Model Development and Calculationsmentioning
confidence: 99%
See 1 more Smart Citation
“…The mean annual net flux (F net ) was estimated using the following equation: where ⌺F is the net mass exchanged with units of mass yr Ϫ1 , K ol is the overall mass transfer coefficient (m day Ϫ1 ), C w is the concentration of the contaminant in the dissolved phase (mass l Ϫ1 ) in the surface water of the lake, C a is the vapor phase concentration of the contaminant in the atmosphere (mass m Ϫ3 ), R is the universal gas constant (8.21 ϫ 10 -5 m 3 atm K Ϫ1 mol Ϫ1 ), T is the surface water temperature (K) and H is the Henry's Law constant (atm m 3 mol Ϫ1 ). This equation predicts that the gas flux across the lake surface is a balance between volatilization from and absorption to the water surface, and is controlled by Henry's Law, the concentration gradient, and the overall mass transfer velocity (Liss and Slater 1974;Mackay and Yeun 1983). A correct assessment of H as a function of temperature is needed to determine the direction and magnitude of compound flux across the airwater interface.…”
Section: Model Development and Calculationsmentioning
confidence: 99%
“…Upon entry into the aquatic environment they rapidly associate with suspended particulate material and sediments. Their ultimate fate is dictated by a variety of physical, chemical, and biological interactions, including partitioning between water and particles in the water column, hydraulic transport out of the lake, volatilization, uptake by biota, photolytic and biological degradation, sedimentation and recycling within the water column and between bottom sediments and water column (Baker et al 1985;Mackay et al 1986;Swackhamer et al 1988;Jeremiason et al 1994;Pearson et al 1996).…”
mentioning
confidence: 99%
“…The aquifer and catchment sub-models are capacity models consisting of cells with a limited number of variations in parameter properties, parameterised on English aquifers and river water catchments. Every time step, substance degradation, inflow and outflow are calculated, after which a new equilibrium is obtained (MacKay et al, 1986). The surface water predictions by VetPec have been validated with a selection of monitoring data on the pesticide isoproturon.…”
Section: Functional Validation For Surface Watermentioning
confidence: 99%
“…In a simplified case, the following equation is most commonly used to calculate particulate fluxes (Mackay, 1986). C p = conc.…”
Section: Particle Dry Depositionmentioning
confidence: 99%
“…The flux of contaminmlt wet deposition from the atmosphere to surface water by rain and snow can be determined from the equation (Mackay, 1986 …”
Section: Wet Deposition Of Vapor and Particlementioning
confidence: 99%