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使用有机覆盖物渗透反应屏障修复受RDX和HMX污染的地下水。

Remediation of RDX- and HMX-contaminated groundwater using organic mulch permeable reactive barriers.

作者信息

Ahmad Farrukh, Schnitker Stephen P, Newell Charles J

机构信息

Groundwater Services, Inc., 2211 Norfolk, Suite 1000, Houston, Texas 77098-4054, USA.

出版信息

J Contam Hydrol. 2007 Feb 20;90(1-2):1-20. doi: 10.1016/j.jconhyd.2006.09.005. Epub 2006 Oct 24.

Abstract

Organic mulch is a complex organic material that is typically populated with its own consortium of microorganisms. The organisms in mulch breakdown complex organics to soluble carbon, which can then be used by these and other microorganisms as an electron donor for treating RDX and HMX via reductive pathways. A bench-scale treatability study with organic mulch was conducted for the treatment of RDX- and HMX-contaminated groundwater obtained from a plume at the Pueblo Chemical Depot (PCD) in Pueblo, Colorado. The site-specific cleanup criteria of 0.55 ppb RDX and 602 ppb HMX were used as the logical goals of the study. Column flow-through tests were run to steady-state at the average site seepage velocity, using a 70%:30% (vol.:vol.) mulch:pea gravel packing to approach the formation's permeability. Significant results included: (1) Complete removal of 90 ppb influent RDX and 8 ppb influent HMX in steady-state mulch column effluent; (2) pseudo-first-order steady-state kinetic rate constant, k, of 0.20 to 0.27 h(-1) based on RDX data, using triplicate parallel column runs; (3) accumulation of reduced RDX intermediates in the steady-state column effluent at less than 2% of the influent RDX mass; (4) no binding of RDX to the column fill material; and (5) no leaching of RDX, HMX or reduction intermediates from the column fill material. The results of the bench-scale study will be used to design and implement a pilot-scale organic mulch/pea gravel permeable reactive barrier (PRB) at the site.

摘要

有机覆盖物是一种复杂的有机材料,通常含有其自身的微生物群落。覆盖物中的微生物将复杂有机物分解为可溶性碳,然后这些微生物和其他微生物可以将其作为电子供体,通过还原途径处理RDX和HMX。对来自科罗拉多州普韦布洛市普韦布洛化学仓库(PCD)羽流中的RDX和HMX污染地下水进行了一项使用有机覆盖物的实验室规模可处理性研究。将0.55 ppb的RDX和602 ppb的HMX的特定场地清理标准用作该研究的合理目标。以平均场地渗流速度进行柱流通试验直至达到稳态,使用70%:30%(体积比)的覆盖物:豌豆砾石填料以接近地层渗透率。显著结果包括:(1)稳态覆盖物柱流出物中90 ppb的进水RDX和8 ppb的进水HMX完全去除;(2)基于RDX数据,使用三次平行柱运行,伪一级稳态动力学速率常数k为0.20至0.27 h⁻¹;(3)稳态柱流出物中还原的RDX中间体的积累量小于进水RDX质量的2%;(4)RDX与柱填充材料无结合;(5)柱填充材料无RDX、HMX或还原中间体的浸出。实验室规模研究的结果将用于在该场地设计和实施中试规模的有机覆盖物/豌豆砾石可渗透反应屏障(PRB)。

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