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Systematic Evaluation Of Nitrate And Perchlorate Bioreduction Kinetics In Groundwater Using A Hydrogen-based Membrane Biofilm Reactor

机译:基于氢的膜生物膜反应器对地下水中硝酸盐和高氯酸盐生物还原动力学的系统评价

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To evaluate the simultaneous reduction kinetics of the oxidized compounds, we treated nitrate-contaminated groundwater (~9.4mg-N/L) containing low concentrations of perchlorate (~12.5μg/L) and saturated with dissolved oxygen (~8mg/L) in a hydrogen-based membrane biofilm reactor (MBfR). We systematically increased the hydrogen availability and simultaneously varied the surface loading of the oxidized compounds on the biofilm in order to provide a comprehensive, quantitative data set with which to evaluate the relationship between electron donor (H_2) availability, surface loading of the electron acceptors (oxidized compounds), and simultaneous bioreduction of the electron acceptors. Increasing the H_2 pressure delivered more H_2 gas, and the total H_2 flux increased linearly from ~0.04mg/cm~2-d for 0.5psig (0.034 atm) to 0.13mg/cm~2-d for 9.5psig (0.65 atm). This increased rate of H_2 delivery allowed for continued reduction of the acceptors as their surface loading increased. The electron acceptors had a clear hydrogen-utilization order when the availability of hydrogen was limited: oxygen, nitrate, nitrite, and then perchlorate. Spiking the influent with perchlorate or nitrate allowed us to identify the maximum surface loadings that still achieved more than 99.5% reduction of both oxidized contaminants: 0.21 mg NO_3-N/cm~2-d and 3.4 μg ClO_4/cm~2-d. Both maximum values appear to be controlled by factors other than hydrogen availability.
机译:为了评估氧化化合物的同时还原动力学,我们处理了硝酸盐污染的地下水(〜9.4mg-N / L),其中地下水中的高氯酸盐浓度低(〜12.5μg/ L),而溶解氧饱和(〜8mg / L)。氢基膜生物膜反应器(MBfR)。我们系统地增加了氢的利用率并同时改变了生物膜上氧化化合物的表面负荷,以提供全面的定量数据集,用以评估电子供体(H_2)的可用性,电子受体的表面负荷之间的关系(氧化的化合物),并同时生物还原电子受体。升高H_2压力会输送更多的H_2气体,总H_2通量从0.5psig(0.034 atm)的〜0.04mg / cm〜2-d线性增加到9.5psig(0.65 atm)的0.13mg / cm〜2-d。 H 2递送的这种增加的速率允许随着受体表面负荷的增加而持续减少。当氢的可用性受到限制时,电子受体具有明确的氢利用顺序:氧气,硝酸盐,亚硝酸盐,然后是高氯酸盐。用高氯酸盐或硝酸盐加标进水,使我们能够确定最大表面负荷,但仍可将两种氧化污染物的浓度降低超过99.5%:0.21 mg NO_3-N / cm〜2-d和3.4μgClO_4 / cm〜2-d。这两个最大值似乎都受氢可用性以外的因素控制。

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