首页> 外文会议>International in Situ and On-Site Bioremediation Symposium; 20070507-10; Baltimore,MD(US) >A Biotic/Abiotic Three-Phase In Situ Barrier System to Treat TCE in Groundwater
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A Biotic/Abiotic Three-Phase In Situ Barrier System to Treat TCE in Groundwater

机译:生物/非生物三相原位屏障系统处理地下水中的三氯乙烯

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A groundwater remediation pilot test (PT) consisting of three (3) in series, in situ reactive barriers was designed to evaluate treatment of dissolved phase tri-chloroethene (TCE) at concentrations up to 650 μg/L and cis-l,2-dichloroethene (cis-DCE) concentrations up to 350 μg/L at the Canadian Department of National Defense (DND) site in Valcartier, Quebec, Canada. The layout of the pilot test cell provides for the testing of biotic/abiotic treatment approach consisting of a mixture of zero valent iron and an integrated ZVI-carbon product (EHC~R from Adventus) (ZVI/EHC), hydrogen sparging, and air sparging. Geology at the PT cell consists of sand with fine sand seams from ground surface to 28 metres below ground surface (m bgs) (92 ft bgs). Depth to groundwater is 10 m bgs (33 ft bgs) and a bedrock confining unit is at 28 m bgs (92 ft bgs). The ZVI /EHC barrier was installed using a proprietary pneumatic injection method developed by ARS Technologies. A total of 44,000 kilograms (96,000 pounds) of ZVI/EHC were injected into 12 points at a ratio of 2.7 to 1 (ZVI/EHC). Hydrogen sparging is being used to supplement hydrogen concentrations needed for reductive dechlorination of TCE. Four (4) hydrogen sparging wells were installed to evaluate radius of influence and treatment benefits of hydrogen sparging. As a final treatment, air sparging/bioventing wells were installed downgradient of the hydrogen sparging wells in the event that vinyl chloride (VC) is produced and needs treatment. All barrier systems and monitoring wells were installed during July 2006 and post construction PT monitoring was initiated in August 2006. Results to date indicate that groundwater TCE and cis-DCE concentrations have declined by over 50%, primarily in the ZVI/EHC barrier. Very high flow velocities and colder then anticipated groundwater temperatures have resulted in a reduction in the rate at which in situ chemical and biological treatment occurs and has increased the acclimation period for biological degradation.
机译:设计了由三(3)个串联原位反应性屏障组成的地下水修复中试(PT),以评估浓度高达650μg/ L和顺式1,2的溶解相三氯乙烯(TCE)的处理在加拿大魁北克省瓦尔卡蒂尔的加拿大国防部(DND)站点中,二氯乙烯(cis-DCE)的浓度高达350μg/ L。中试测试室的布局可用于测试生物/非生物处理方法,该方法包括零价铁和集成的ZVI-碳产物(Adventus的EHC〜R)(ZVI / EHC),氢气喷射和空气的混合物鼓舞。 PT单元的地质包括从地面到地面以下28米(m bgs)(92 ft bgs)的细沙层。地下水深度为10 m bgs(33 ft bgs),基岩限制单元为28 m bgs(92 ft bgs)。 ZVI / EHC屏障使用ARS Technologies开发的专有气动注入方法进行安装。以2.7:1(ZVI / EHC)的比例将总共44,000千克(96,000磅)的ZVI / EHC注入12个点。氢气喷射用于补充TCE还原脱氯所需的氢气浓度。安装了四(4)个氢气喷射井,以评估氢气喷射的影响半径和处理益处。作为最终处理,在生产氯乙烯(VC)并进行处理的情况下,将空气喷射/生物排放井的降级安装在氢喷射井的下方。在2006年7月安装了所有屏障系统和监测井,并在2006年8月开始了施工后PT监测。迄今为止的结果表明,地下水中TCE和顺式DCE的浓度下降了50%以上,主要是在ZVI / EHC屏障中。很高的流速和比预期更低的地下水温度导致原位化学和生物处理发生率的降低,并增加了生物降解的适应期。

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