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原位有机底物注入促进锌的生物沉淀:来自高流速、还原条件差含水层的实例。

In-situ zinc bioprecipitation by organic substrate injection in a high-flow, poorly reduced aquifer.

机构信息

VITO, Boeretang 200, 2400 Mol, Belgium.

出版信息

J Contam Hydrol. 2013 Jul;150:25-34. doi: 10.1016/j.jconhyd.2013.03.009. Epub 2013 Apr 18.

Abstract

We investigated if in-situ metal bioprecipitation (ISMP) is applicable to remediate a highly permeable zinc-contaminated aquifer at a metal-processing factory in Maasmechelen, Belgium. A large (more than 200m long and 70m wide) groundwater contamination plume has developed, with zinc concentrations in the range of 1-100mg/L, whereas the legal Flemish clean-up standard is 0.5mg/L. The estimated groundwater flow velocity is in the range 0.2-1m/d. The groundwater is relatively oxidized, naturally low in DOC (<1mg/L) and relatively low in sulfate (40-50mg/L). We conducted both laboratory feasibility tests as well as a long-term field pilot test in two sections of the plume. In the laboratory microcosm tests, zinc bioprecipitation (following addition of organic substrate and sulfate) removed more than 99% of the zinc from the water phase. Lactate, glycerol and vegetable oil were equally effective as substrates. 28-day anaerobic leaching tests indicated that the metal precipitates that were formed are stable, but they also suggested that substrate addition increases the solubility (leachability) of arsenic and manganese. In the field test, Zn concentrations were reduced by 2 to 3 orders of magnitude within the 232 day testing period and stayed low for the following 6 months in both pilot zones. In the field, no mobilization of arsenic occurred but manganese groundwater concentrations increased from 0.01-0.6mg/L to 0.4-6.5mg/L. Dissolved iron concentrations also increased markedly from below detection limits to concentrations as high as 67mg/L. Zinc concentrations in groundwater were closely correlated to pH and redox potential (Eh): plotting y=[Zn] against x=pH/log(Eh), an exponential relationship was found:

摘要

我们研究了原位金属生物沉淀(ISMP)是否适用于修复比利时马塞勒肯(Maasmechelen)一家金属加工厂的高渗透性锌污染含水层。已经形成了一个大型(超过 200m 长,70m 宽)地下水污染羽流,锌浓度范围为 1-100mg/L,而佛兰德法定的清洁标准为 0.5mg/L。估计地下水流速在 0.2-1m/d 之间。地下水相对氧化,自然 DOC 含量低(<1mg/L),硫酸盐含量低(40-50mg/L)。我们在羽流的两个部分进行了实验室可行性测试和长期现场试点测试。在实验室微宇宙测试中,锌的生物沉淀(在添加有机底物和硫酸盐后)从水相中去除了超过 99%的锌。乳酸盐、甘油和植物油作为底物同样有效。28 天的厌氧浸出试验表明,形成的金属沉淀物是稳定的,但它们也表明,添加底物会增加砷和锰的溶解度(浸出性)。在现场测试中,在 232 天的测试期内,锌浓度降低了 2 到 3 个数量级,在两个试点区接下来的 6 个月内保持在低水平。在现场,没有砷的迁移,但锰地下水浓度从 0.01-0.6mg/L 增加到 0.4-6.5mg/L。溶解铁浓度也从检测限以下显著增加到高达 67mg/L。地下水锌浓度与 pH 和氧化还原电位(Eh)密切相关:将 y=[Zn]与 x=pH/log(Eh)作图,发现存在指数关系:

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