Meric Dogus, Barbuto Sara, Sheahan Thomas C, Shine James P, Alshawabkeh Akram N
Department of Civil and Environmental Engineering, Northeastern University, 400 Snell Engineering Center 360 Huntington Avenue, Boston, MA 02115; PH (617) 373-2781; FAX (617) 373-4419.
Department of Environmental Health, Harvard School of Public Health, 401 Park Drive Landmark Center 404-H West, Boston, MA 02215; PH (617) 384-8806.
Soil Sediment Contam. 2014;23(1). doi: 10.1080/15320383.2013.772093.
This paper describes the results of a benchscale testing program to assess the efficacy of a reactive core mat (RCM) for short term isolation and partial remediation of contaminated, subaqueous sediments. The 1.25 cm thick RCM (with a core reactive material such as organoclay with filtering layers on top and bottom) is placed on the sediment, and approximately 7.5 - 10 cm of overlying soil is placed on the RCM for stability and protection. A set of experiments were conducted to measure the sorption characteristics of the mat core (organoclay) and sediment used in the experiments, and to determine the fate of semi-volatile organic contaminants and non-reactive tracers through the sediment and reactive mat. The experimental study was conducted on naphthalene-spiked Neponset River (Milton, MA) sediment. The results show nonlinear sorption behavior for organoclay, with sorption capacity increasing with increasing naphthalene concentration. Neponset River sediment showed a notably high sorption capacity, likely due to the relatively high organic carbon fraction (14%). The fate and transport experiments demonstrated the short term efficiency of the reactive mat to capture the contamination that is associated with the post-capping period during which the highest consolidation-induced advective flux occurs, driving solid particles, pore fluid and soluble contaminants toward the reactive mat. The goal of the mat placement is to provide a physical filtering and chemically reactive layer to isolate contamination from the overlying water column. An important finding is that because of the high sorption capacity of the Neponset River sediment, the physical filtering capability of the mat is as critical as its chemical reactive capacity.
本文描述了一项实验室规模测试计划的结果,该计划旨在评估一种反应性核心垫(RCM)对受污染水下沉积物进行短期隔离和部分修复的效果。将1.25厘米厚的RCM(其核心反应材料为有机粘土,顶部和底部有过滤层)放置在沉积物上,并在RCM上放置约7.5 - 10厘米厚的上覆土壤以保持稳定性和起到保护作用。进行了一系列实验,以测量实验中使用的垫子核心(有机粘土)和沉积物的吸附特性,并确定半挥发性有机污染物和非反应性示踪剂在沉积物和反应性垫子中的归宿。实验研究是在萘污染的内波恩塞特河(马萨诸塞州米尔顿)沉积物上进行的。结果表明有机粘土具有非线性吸附行为,吸附容量随萘浓度的增加而增加。内波恩塞特河沉积物显示出显著较高的吸附容量,这可能是由于其相对较高的有机碳含量(14%)。归宿和迁移实验表明,反应性垫子在短期内能够有效捕获与封顶后时期相关的污染物,在此期间会出现最高的固结诱导平流通量,驱使固体颗粒、孔隙流体和可溶性污染物流向反应性垫子。放置垫子的目的是提供一个物理过滤和化学反应层,以将污染物与上覆水柱隔离开来。一个重要的发现是,由于内波恩塞特河沉积物的高吸附容量,垫子的物理过滤能力与其化学反应能力同样重要。