School of Civil Engineering, Purdue University, West Lafayette, IN 47907, USA.
Environ Sci Process Impacts. 2013 Aug;15(8):1601-12. doi: 10.1039/c3em00142c.
Short-term performance of permeable sand cap test cells, installed over sediment containing liquid coal tar was monitored on the Grand Calumet River (Hammond, Indiana, USA). The sand cap test cells included two sand-only cells, two test cells containing a sand/peat mixed layer, two test cells containing a sand/organoclay mixed layer, and two sediment control cells. In each test cell, six monocyclic and twelve polycyclic aromatic hydrocarbons (MAHs and PAHs) were monitored over an 18 month period, and interfacial water flow was monitored periodically. Seepage velocities ranged from 3.8 cm per day into the sediments to 3.2 cm per day out of the sediments, with discharge out of the sediments being observed more often. A ferric iron test indicated that stratified oxic-anaerobic layers were formed in the caps. Within the sand caps, concentrations of MAHs and PAHs fluctuated with time, and this fluctuation was more significant near the bottom. Near the top, most of the MAHs and PAHs were attenuated above 95% in the first year of the study, but their attenuation rates decreased in the second year due to recontamination of the surface of the caps by the surrounding sediments. Functional genes involved in PAH degradation were detected by polymerase chain reaction (PCR) in upper and lower sections of the caps for each of the three treatments. Bacterial communities were characterized by PCR amplification of 16s rRNA genes and denaturing gradient gel electrophoresis (DGGE). The results indicate that the rate and direction of sediment porewater flow is an important factor for properly designing any remedial sand cap, and that biodegradation of many of the MAH and PAH compounds was likely a major removal mechanism leading to attenuation through the test cells.
在位于美国印第安纳州哈蒙德市的格兰德卡鲁梅特河上,监测了安装在含有液态煤焦油的沉积物上的可渗透砂帽测试池的短期性能。这些砂帽测试池包括两个仅含砂的测试池、两个含砂/泥炭混合层的测试池、两个含砂/有机粘土混合层的测试池和两个沉积物控制池。在每个测试池中,监测了 18 个月内的六种单环和十二种多环芳烃(MAHs 和 PAHs),并定期监测界面水流。渗流速度范围从每天 3.8 厘米进入沉积物到每天 3.2 厘米从沉积物中排出,从沉积物中排出的情况更为常见。铁测试表明,在盖子中形成了分层的好氧-厌氧层。在砂帽内,MAHs 和 PAHs 的浓度随时间波动,这种波动在底部更为明显。在顶部附近,在研究的第一年,大多数 MAHs 和 PAHs 的衰减率超过了 95%,但由于周围沉积物对盖子表面的重新污染,第二年它们的衰减率下降。通过聚合酶链反应(PCR)在每个处理的盖子的上下部分检测到参与 PAH 降解的功能基因。通过 16s rRNA 基因的 PCR 扩增和变性梯度凝胶电泳(DGGE)对细菌群落进行了表征。结果表明,沉积物孔隙水流动的速率和方向是正确设计任何补救性砂帽的重要因素,许多 MAH 和 PAH 化合物的生物降解可能是导致通过测试池衰减的主要去除机制。