Stasinakis Athanasios S, Thomaidis Nikolaos S, Mamais Daniel, Lekkas Themistokles D
Laboratory of Water and Air Quality, Department of Environmental Studies, University of the Aegean, University Hill, Mytilene 81 100, Greece.
Chemosphere. 2004 Dec;57(9):1069-77. doi: 10.1016/j.chemosphere.2004.08.020.
The aim of this research was to investigate hexavalent chromium, Cr(VI), reduction by activated sludge and to evaluate the use of continuous-flow activated sludge systems for the treatment of Cr(VI)-containing wastewater. Three series of experiments were conducted using two parallel lab-scale activated sludge systems. During the first experiment, one system was used as a control, while the other received Cr(VI) concentrations equal to 0.5, 1, 3 and 5mg l(-1). For all concentrations added, approximately 40% of the added Cr(VI) was removed during the activated sludge process. Determination of chromium species in the dissolved and particulate phase revealed that the removed Cr(VI) was sorbed by the activated sludge flocs mainly as trivalent chromium, Cr(III), while the residual chromium in the dissolved phase was mainly detected as Cr(VI). Activated sludge ability to reduce Cr(VI) was independent of the acclimatization of biomass to Cr(VI) and it was not affected by the toxic effect of Cr(VI) on autotrophic and heterotrophic microorganisms. During the second experiment, both systems were operated under two different hydraulic residence time (theta equal to 20 and 28h) and three different initial organic substrate concentration (COD equal to 300, 150 and 0mg l(-1)). Cr(VI) reduction was favored by an increase of theta, while it was limited by influent COD concentration. Finally, at the last experiment the effect of anoxic and anaerobic reactors on Cr(VI) reduction was investigated. It was observed that the use of an anoxic zone or an anaerobic-anoxic zone ahead of the aerobic reactor favored Cr(VI) reduction, increasing mean percentage Cr(VI) reduction to almost 80%.
本研究的目的是调查活性污泥对六价铬(Cr(VI))的还原作用,并评估连续流活性污泥系统用于处理含Cr(VI)废水的效果。使用两个平行的实验室规模活性污泥系统进行了三组实验。在第一个实验中,一个系统用作对照,另一个系统接受浓度分别为0.5、1、3和5mg l(-1)的Cr(VI)。对于所有添加的浓度,在活性污泥处理过程中约40%的添加Cr(VI)被去除。对溶解相和颗粒相中铬形态的测定表明,去除的Cr(VI)主要以三价铬(Cr(III))的形式被活性污泥絮体吸附,而溶解相中的残留铬主要检测为Cr(VI)。活性污泥还原Cr(VI)的能力与生物量对Cr(VI)的驯化无关,且不受Cr(VI)对自养和异养微生物的毒性影响。在第二个实验中,两个系统在两种不同的水力停留时间(θ分别为20和28小时)和三种不同的初始有机底物浓度(COD分别为300、150和0mg l(-1))下运行。Cr(VI)的还原受θ增加的促进,而受进水COD浓度的限制。最后,在最后一个实验中研究了缺氧和好氧反应器对Cr(VI)还原的影响。观察到在好氧反应器之前使用缺氧区或厌氧-缺氧区有利于Cr(VI)的还原,使Cr(VI)的平均还原百分比提高到近80%。