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  • 1
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Ground water 32 (1994), S. 0 
    ISSN: 1745-6584
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geosciences
    Notes: Although the charge balance for a single chemical analysis of a water's electrolytes is not a reliable gauge for the accuracy of that analysis, the percent charge-balance error (%CBE) becomes more credible as a means for evaluating analytical technique when applied to groups of analyses.Just how good are charge balances for chemical analyses of potable ground and stream waters in mainline geological journals? Starting with each journal's first volume, a search found 68 articles in six journals (Appl. Geochem., Chem. Geol, Geochim. Cos. Acta., Ground Water, J. Hydrol, and Water Resources Res.) that had what was deemed to be “complete” analyses of individual samples' major ions. Analyses of brines and hydrothermal solutions were excluded as were “composite” averages. A total of 1,062 %CBEs were computed and tabulated, and the average was 3.99%$ 6.56 (1σ).The average %CBE (by journals) ranges from 1.55% to 9.34%. Quality of %CBE is slightly better for articles published after 1970. Not surprisingly, low ionic strength samples are prone to charge-balance errors 〉 10%. Of the 1,062 charge balances calculated, 612 were positive and 450 were negative. Eight of the 68 articles had analyses that were evenly balanced between positive and negative CB errors. There are 21 articles in which the majority of analyses had negative charge-balance errors. Thus a clear majority (39) of articles had analyses in which there were more positive than negative charge-balance errors.Systematic error is likely for situations where the analyses in an article are predominantly positive or predominantly negative. The likely reason for the former occurrence is lab determination of alkalinity from the nonacidified field aliquot. Failure to filter samples may cause the latter situation—especially in carbonate terranes. Systematic laboratory errors involving salt standards and dilutions can also yield charge-balance errors for a suite of analyses that are skewed to either positive or negative errors. The care with which the analyst did his/her job may also impact charge-balance errors.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Ground water 32 (1994), S. 0 
    ISSN: 1745-6584
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geosciences
    Notes: A common effort involved in the remediation of contamination by petroleum hydrocarbons in porous media is the monitoring and volume estimation of the immiscible hydrocarbon fluid. The apparent free product thickness indicated by a standard monitoring well is typically much greater than the actual free product thickness in the surrounding soil. This results in significant errors in estimates of drainable fluid (product) volume, which in turn leads to inaccuracies (i.e., over design, improper pump sizing, etc.) with remediation system design.An equation to predict actual thickness was developed using heterogeneous fluid flow mechanics and hydrostatics. This equation is: tg= t(l – Sg) - ha, where tg= actual formation free product thickness, t = apparent (well bore product) thickness, Sg= specific gravity of petroleum hydrocarbon (gasoline in this research), and ha= distance between the ground-water table and the free product in the formation.The developed theory was compared to data collected from a physical model which simulated field conditions. The theory was used to estimate product thickness in the model, and then these estimates were statistically tested for accuracy. The theoretical slope, (1 – Sg), was not statistically different from the regression slope at test levels of α= 0.05 and α= 0.01, while the theoretical intercept (ha) was statistically different at α– 0.05 and α– 0.01. The discrepancy between the theoretical intercept and the regression intercept was probably due to either an incorrect assumption that ha= hc (hc= average wetting capillary rise), or an incorrect laboratory measurement of hc.The effects of water-table fluctuations were also studied. A rising water table caused a decrease in apparent thickness and an increase in actual thickness, and vice versa. No theoretical equation was developed for the effects of water-table fluctuations, but it was reasoned that hysteresis of the saturation curve and adsorption were the primary factors in the observed trends.Finally, the developed theoretical equation was compared to the results of previously published predictive methods and experiments. The comparison was made by calculating percent error and using a chi-square statistic. The developed theory was found to be the best predictor of actual product thickness for both laboratory data sets used.
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Ground water 32 (1994), S. 0 
    ISSN: 1745-6584
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geosciences
    Notes: Under many circumstances during an RCRA investigation, the EPA will not allow intrusive sampling of an SWMU (Solid Waste Management Unit, or “waste dump”). This presented difficulties in characterizing the waste within a closed landfill identified as an SWMU located on land owned by Purdue University, 3 kilometers northwest of the West Lafayette (Indiana) campus because there were few records of what was discarded into this public dump during its operation from 1958–87. Chemical and isotopic data of shallow ground water and surface runoff provided a realistic means to infer movement of contaminants away from the landfill.Leachate is characterized by high concentrations of Na+ and Cl− (∼ 4mN), sulfate (∼ 8 mN), total hardness (Ca+2+ Mg+2∼ 19 mN), and alkalinity (∼ 12mN). Disposal of road salt is responsible for the NaCl concentrations, while dissolution of concrete explains the high Ca+2, Mg+2, and alkalinity values for waters having a pC02 only slightly above the regional level for ground waters (10−1.82atm).Deep and shallow uncontaminated ground waters in the vicinity of the SWMU have an average δ34S value of 0.5 per mil (CDT). Since the δ34S of leachate lies between + 10 and + 17 per mil (CDT), the high sulfate concentrations are most likely due to dissolution of interred plasterboard consisting primarily of gypsum.Tritium activities for the leachate in two shallow wells emplaced 15 meters from the toe of the SWMU ranged from 55 to 85 TU. Correcting for half-lives and correlating these activities to historical records of tritium in rainfall as measured at Chicago, these 3H activities suggest that the travel time between the SWMU interior and these wells is between 15 and 20 years.
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