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AEROBIC COMETABOLIC DEGRADATION OF CHLOROETHENES: PILOT TEST AND FULL-SCALE DESIGN

机译:有氧Cometabolic降解氯乙烯:试验试验和全尺度设计

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Engineered in situ aerobic cometabolic degradation was selected to remediate groundwater beneath an Indiana industrial facility contaminated with trichloroethene (TCE) and cz's-l,2-dichloroethene (cDCE). Achieving groundwater concentrations equivalent to drinking water standards at the facility property line is required as part of the state-approved remedy for the site. Site characterization suggested a low rate of reductive dechlorination under the existing site conditions. Microcosm studies using aquifer solids and groundwater indicated that anaerobic reductive dechlorination could be stimulated by adding electron donors. However, several microcosms amended with methane and oxygen produced greater degradation rates than the anaerobic trials. An in-field pilot test was completed to evaluate the in situ degradation of chloroethenes and the mechanics of adding methane and oxygen to the aquifer. A two-well injection and extraction well couplet oriented transverse to the groundwater flow direction was selected for chemical injections. Numerical simulations of the pilot test area were used to establish well spacings, pumping rates, and monitoring well placement. Bromide injection was applied first to verify chemical spreading patterns within the aquifer. Methane and oxygen were introduced in two 5-day periods with subsequent groundwater monitoring. The estimated TCE degradation rate observed in the pilot test was 25 X10~(-9) kg/L/d. Also degraded in the aquifer was cDCE; chloroethene (CE) was not detected. The pilot test results were applied to a facility-wide numerical model to design an overall remedy. A conceptual model of the remedy suggests that the engineered bioremediation solution may require as little as 15 years to achieve the remediation goals compared to over 100 years for hydraulic containment by pumping and treating at the facility property line.
机译:选择原位有氧Cometabolic降解,选择用三氯乙烯(TCE)和2-二氯乙烯(CDCE)污染印第安纳州工业设施下面的地下水。作为现场国家批准的补救措施的一部分,需要实现相当于设施物业系列的地下水浓度。现场表征在现有场地条件下提出了低的还原脱氯率。使用含水层固体和地下水的微观研究表明,通过添加电子供体,可以刺激厌氧还原脱氯。然而,用甲烷和氧气修正的几个微观物质产生了比厌氧试验更大的降解率。完成了局部试验试验以评估氯乙烯的原位降解和向含水层添加甲烷和氧气的机制。选择横向于地下水流向的两孔注射和提取孔对联用于化学注射。试点测试区域的数值模拟用于建立井间距,泵送速率和监测井放置。首先应用溴化物注射,以验证含水层内的化学传播图案。甲烷和氧气在随后的地下水监测中引入了两次5天。试验试验中观察到的估计的TCE降解率为25×10〜(-9)kg / l / d。在含水层中也劣化是CDCE;未检测到氯乙烯(CE)。试验结果应用于设施范围的数字模型以设计整体补救措施。补救措施的概念模型表明,通过在设施物业线路泵送和治疗中,工程化生物修复解决方案可能需要几乎15年才能实现补救目标,而通过泵送和治疗液压遏制。

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