2013
DOI: 10.1007/s00253-013-4942-6
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Using 2,6-dichlorobenzamide (BAM) degrading Aminobacter sp. MSH1 in flow through biofilters—initial adhesion and BAM degradation potentials

Abstract: Micropollutants in groundwater are given significant attention by water companies and authorities due to an increasing awareness that they might be present even above the legal threshold values. As part of our investigations of the possibility to remove the common groundwater pollutant 2,6-dichlorobenzamide (BAM) by introducing the efficient BAM degrader Aminobacter sp. MSH1 into biologically active sand filters, we investigated if the strain adheres to filters containing various filter materials and if the in… Show more

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Cited by 31 publications
(31 citation statements)
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“…Coprecipitation of the herbicides with iron oxide precipitation was investigated by adding 14 C-labeled DCPP and MCPP to an iron(III) chloride-quartz sand slurry and then raising the pH to 7 to allow precipitation of iron oxides on the sand grains, as previously described (37).…”
Section: Methodsmentioning
confidence: 99%
“…Coprecipitation of the herbicides with iron oxide precipitation was investigated by adding 14 C-labeled DCPP and MCPP to an iron(III) chloride-quartz sand slurry and then raising the pH to 7 to allow precipitation of iron oxides on the sand grains, as previously described (37).…”
Section: Methodsmentioning
confidence: 99%
“…Inoculation with MSH1 was carried out as follows: MSH1 was grown from a freeze-culture in 5 L sterile conical bottles as previously described (Albers et al, 2014). A ten liter culture containing 2 Â 10 12 bacteria/L was produced for each inoculation, corresponding to 10 13 MSH1-bacteria per filter.…”
Section: Installation and Operation Of Pilot Waterworkmentioning
confidence: 99%
“…The water level was then lowered quickly to the top of the filters and the top of the filter material was stirred with a shovel to ensure equal bacterial distribution in the top 20 cm. The bacteria were allowed to adhere for two hours before the filters were set into operation (Albers et al, 2014). Outlet water was sampled regularly during the first two hours of operation to determine loss of bacteria by turbidity (spectrophotometric absorbance at 600 nm) and quantitative real-time polymerase chain reaction (qPCR) analysis (section 2.4).…”
Section: Installation and Operation Of Pilot Waterworkmentioning
confidence: 99%
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