Musielak Marion, Brusseau Mark L, Marcoux Manuel, Morrison Candice, Quintard Michel
Université de Toulouse; INPT, UPS; IMFT (Institut de Mécanique des Fluides de Toulouse); Allée Prof. Camille Soula, F-31400 Toulouse, France.
School of Earth and Environmental Sciences, University of Arizona, Tucson, Arizona, United States.
Transp Porous Media. 2014 Aug;104(1):77-90. doi: 10.1007/s11242-014-0321-8.
Experiments have been performed to investigate the sorption of trichloroethene (TCE) vapor by concrete material or, more specifically, the cement mortar component. Gas-flow experiments were conducted using columns packed with small pieces of cement mortar obtained from the grinding of typical concrete material. Transport and retardation of TCE at high vapor concentrations (500 mg L) was compared to that of a non-reactive gas tracer (Sulfur Hexafluoride, SF6). The results show a large magnitude of retardation (retardation factor = 23) and sorption (sorption coefficient = 10.6 cm g) for TCE, compared to negligible sorption for SF6. This magnitude of sorption obtained with pollutant vapor is much bigger than the one obtained for aqueous-flow experiments conducted for water-saturated systems. The considerable sorption exhibited for TCE under vapor-flow conditions is attributed to some combination of accumulation at the air-water interface and vapor-phase adsorption, both of which are anticipated to be significant for this system given the large surface area associated with the cement mortar. Transport of both SF6 and TCE was simulated successfully with a two-region physical non-equilibrium model, consistent with the dual-medium structure of the crushed cement mortar. This work emphasizes the importance of taking into account sorption phenomena when modeling transport of volatile organic compounds through concrete material, especially in regard to assessing vapor intrusion.
已开展实验来研究混凝土材料,更具体地说是水泥砂浆成分对三氯乙烯(TCE)蒸汽的吸附作用。使用填充有由典型混凝土材料研磨而成的小块水泥砂浆的柱子进行了气流实验。将高蒸汽浓度(500毫克/升)下TCE的迁移和阻滞与非反应性气体示踪剂(六氟化硫,SF6)的迁移和阻滞进行了比较。结果表明,与SF6可忽略不计的吸附相比,TCE有很大程度的阻滞(阻滞因子=23)和吸附(吸附系数=10.6厘米/克)。污染物蒸汽的这种吸附程度比水饱和系统水流实验中获得的吸附程度大得多。TCE在蒸汽流条件下表现出的显著吸附归因于在气水界面处的积累和气相吸附的某种组合,鉴于水泥砂浆具有较大的表面积,预计这两者对该系统都很重要。利用两区物理非平衡模型成功模拟了SF6和TCE的迁移,这与破碎水泥砂浆的双介质结构一致。这项工作强调了在模拟挥发性有机化合物通过混凝土材料的迁移时,尤其是在评估蒸汽侵入方面,考虑吸附现象的重要性。