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Effects Of Reduced Contaminant Loading On Downgradient Water Quality In An Idealized Two-layer Granular Porous Media

机译:理想化的两层颗粒多孔介质中污染物负荷减少对水质下降的影响

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The following explores the issue of how reductions in contaminant loading to plumes will effect downgradient water quality. An idealized scenario of two adjacent layers of uniform geologic media, one transmissive and the other low permeability, is considered. A high concentration source, similar to a thin DNAPL pool, is introducedin the transmissive layer immediately above the low permeability layer. While the source is active, dissolved constituents are driven along the contact by advection and into the low permeability layer by transverse diffusion. Removing the source reverses the concentration gradient between the layers, driving back diffusion of contaminants from the low permeability layer. Laboratory studies involving four contaminants demonstrate that 15 to 44% of the introduced contaminant moves into the low permeability zone (along a distance of 87 cm in a sand tank) over a period of 25 days. The greatest movement of contaminants into the low permeability zone is seen with the contaminants with the greatest sorption coefficients. A unique two-dimensional analytical solution is developed for the two-layer scenario. Processes addressed include advection; transverse dispersion; adsorption and degradation in the transmissive zones; and diffusion, adsorption, and degradation in the low permeability layer. Laboratory data agree favorably with the analytical solutions. Collectively, the laboratory results and analytical solutions provide a basis for testing other modeling approaches that can be applied to more complex problems. A set of field-scale scenarios are considered using the analytical solutions. Results indicate that improvement in water quality associated with source removal diminish with distance downgradient of the source. Furthermore, contaminant degradation and contaminant adsorption in the stagnant zone are shown to be critical factors governing the timing and magnitude of downgradient improvements in water quality. For five of six scenarios considered, observed improvements in water quality 100 m downgradient of the source fall in the range of 1 to 2 orders of magnitude 15 years after complete source removal. The sixth scenario, involving a contaminant half-life of three years and no adsorption, shows greater than three order of magnitude improvements in downgradient water quality within one year of source removal.
机译:以下内容探讨了减少羽状污染物含量如何影响水质下降的问题。考虑了两个相邻的均匀地质介质层的理想情况,一个是透射层,另一个是低渗透率层。类似于薄DNAPL池的高浓度源被引入到低渗透率层正上方的透射层中。当源处于活动状态时,通过对流将溶解的成分沿接触驱动,并通过横向扩散将其驱入低渗透层。去除污染源可以逆转各层之间的浓度梯度,从而驱使污染物从低渗透率层中扩散回来。涉及四种污染物的实验室研究表明,引入的污染物中有15%至44%在25天的时间内进入低渗透性区域(在砂箱中沿87 cm的距离)。带有最大吸附系数的污染物可以看到污染物进入低渗透率区域的最大运动。针对两层方案开发了独特的二维分析解决方案。解决的过程包括平流;横向分散透射区的吸附和降解;以及低渗透率层中的扩散,吸附和降解。实验室数据与分析解决方案完全吻合。总之,实验室结果和分析解决方案为测试可应用于更复杂问题的其他建模方法提供了基础。使用分析解决方案考虑了一组现场规模的方案。结果表明,随着水源距离的降低,与水源去除相关的水质改善会减弱。此外,在停滞区内的污染物降解和污染物吸附被证明是控制水质下降的时间和幅度的关键因素。对于所考虑的六种情景中的五种,观察到水源水质下降100 m的改善在完全清除水源15年后落在1-2个数量级的范围内。第六种情况涉及污染物半衰期为三年且没有吸附,表明在去除源头后一年内,降级水质的改善幅度超过了三个数量级。

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