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Optimization Measures and Results of a Full-Scale Potassium Permanganate Application (Abstract)

机译:全尺寸高锰酸钾应用的优化措施和结果(摘要)

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A full-scale in situ chemical oxidation (ISCO) application using potassium perman- ganate (KMnO4) was implemented for the treatment of chlorinated ethenes in groundwa- ter at a site in Myrtle Beach, South Carolina. A total of 52 injection wells were installed throughout a narrow 60-ft plume with an approximate 420-ft length. Approximately 25,200-lbs of potassium permanganate were injected as 127,000 gallons of solution ranging in concentration from 3 percent to 0.2 percent. Multiple innovative optimization measures were implemented to enhance the delivery, distribution, and overall effective- ness of the technology in achieving site remediation. First, the screened interval length and depth of the injection wells was adjusted across the site to specifically target the sandy contaminated zone, which varied in thickness and depth. Second, a mixing and injection system was designed to allow for continuous injection of permanganate solution without interruption during the mixing process. Third, the concentration of the perman- ganate solution was varied with time within each injection phase to enhance subsurface distribution. A computer model code was developed to calculate the necessary change in permanganate concentration with time by accounting for the injection rates, hours of injection per day, total soil oxidant demand, spacing between injection wells, and most notably the kinetics of permanganate consumption. This approach ensured a more uni- form distribution of permanganate, minimizing the potential for permanganate residuals around the injection wells. Lastly, the injection process was combined with groundwater extraction to contain and capture the displaced groundwater, maintain hydraulic control of the permanganate solution, and further facilitate the distribution of the injectant.
机译:使用Palesiual-Ganate(KMNO4)的原位化学氧化(ISCO)施用的全规模用于治疗南卡罗来纳州米尔特海滩的地下水中的氯化替代品。在整个窄的60英尺羽流中安装了总共52个注射孔,近似的420英尺长。将大约25,200磅的高锰酸钾注射为127,000加仑的溶液,浓度范围为3%至0.2%。实施了多种创新的优化措施,以提高实现现场修复技术的交付,分销和整体效力。首先,将筛选的间隔长度和喷射孔的深度进行调节,以特异性地靶向厚度和深度的含沙污染区域。其次,设计混合和注射系统以允许连续注射高锰酸盐溶液而不会在混合过程中中断。第三,在每个注射阶段内随时间变化的永胶溶液的浓度以增强地下分布。开发了一种计算机模型代码,以通过算用于注射率,每天注射时间,每天注射时间,注射井之间的间隔,以及最符合高锰酸盐消费的动力学的含量,氧化盐的间隔,以及最象征性的时间。这种方法确保了更加纯粹的高锰酸盐分布,最大限度地减少了注射孔周围的高锰酸盐残留的可能性。最后,将注射过程与地下水提取合并以含有并捕获位移地下水,维持高锰酸盐溶液的液压控制,并进一步促进注射剂的分布。

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