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ATTENUATION OF AQUEOUS BENZENE IN SOILS UNDER SATURATED FLOW CONDITIONS

机译:饱和水流条件下土壤中苯的衰减

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The fate of aqueous benzene in subsurface was investigated in this study, focusing on the role of sorption and biodegradation on the benzene attenuation under dynamic flow conditions. Two sets of column tests were conducted in Plexiglass flow cells packed uniformly with sandy aquifer materials. The first set of the experiment was conducted with a step-type injection of benzene with different powder activated carbon (PAC) contents: (1) PAC = 0 %; (2) PAC = 0.5 %; (3) PAC = 2.0 %. The second set was performed as a pulse-type with different test conditions: (4) benzene; (5) benzene and bacteria (Pseudomonas aeruginosa); (6) benzene and bacteria (P. aeruginosa) with hydrogen peroxide. In addition, numerical experiments were performed to examine the role of sorption processes on the benzene attenuation. In the step mode experiments, the KCl breakthrough curves (BTCs) reached the input concentration while the benzene BTCs were considerably lower than those of KCl with slight retardation for all cases, indicating that both reversible/retardation and irreversible sorption occurred. The pulse type tests showed that attenuation of benzene increased in the presence of bacteria due to biodegradation. The benzene attenuation by microbial degradation increased furthermore in the presence of hydrogen peroxide owing to sufficient supply of dissolved oxygen in soil column. Numerical experiments demonstrated that retardation could not contribute to the attenuation of benzene in soils but could only extend its breakthrough time. Experimental results indicated that aqueous benzene could be attenuated by irreversible sorption and biodegradation during transport through the subsurface. Additionally, the attenuation of aqueous benzene is closely related to organic carbon content and oxygen level existing in contaminated aquifers.
机译:在本研究中,研究了地下苯水溶液的去向,重点研究了动态流动条件下吸附和生物降解对苯衰减的作用。在用砂质含水层材料均匀填充的有机玻璃流通池中进行了两组柱测试。第一组实验是通过分步注入具有不同粉末活性炭(PAC)含量的苯进行的:(1)PAC = 0%; (2)PAC = 0.5%; (3)PAC = 2.0%。第二组以脉冲型在不同的测试条件下进行:(4)苯; (5)苯和细菌(铜绿假单胞菌); (6)苯与细菌(铜绿假单胞菌)同用过氧化氢。另外,进行了数值实验以检验吸附过程对苯衰减的作用。在分步模式实验中,KCl穿透曲线(BTCs)达到输入浓度,而苯BTCs明显低于KCl,所有情况下都略有延迟,表明发生了可逆/延迟和不可逆吸附。脉冲类型测试表明,由于存在生物降解,在细菌存在下,苯的衰减增加。在过氧化氢的存在下,由于土壤柱中溶解氧的充足供应,微生物降解引起的苯衰减进一步增加。数值实验表明,阻滞作用不能促进土壤中苯的衰减,而只能延长其突破时间。实验结果表明,在通过地下运输过程中,不可逆的吸附和生物降解作用可能会减弱苯的水溶液。此外,苯水溶液的衰减与受污染含水层中存在的有机碳含量和氧含量密切相关。

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