Effects of chromium (VI) addition on the activated sludge process
Water Research, 2003•Elsevier
The effect of hexavalent chromium, Cr (VI), addition on various operating parameters of
activated sludge process was evaluated. To accomplish this, two parallel lab-scale
continuous-flow activated sludge plants were operated. One was used as a control plant,
while the other received Cr (VI) concentrations equal to 0.5, 1, 3 and 5mgl− 1. Cr (VI)
concentrations of 0.5 mgl− 1 caused significant inhibition of the nitrification process (up to
74% decrease in ammonia removal efficiency). On the contrary, the effect of Cr (VI) on …
activated sludge process was evaluated. To accomplish this, two parallel lab-scale
continuous-flow activated sludge plants were operated. One was used as a control plant,
while the other received Cr (VI) concentrations equal to 0.5, 1, 3 and 5mgl− 1. Cr (VI)
concentrations of 0.5 mgl− 1 caused significant inhibition of the nitrification process (up to
74% decrease in ammonia removal efficiency). On the contrary, the effect of Cr (VI) on …
The effect of hexavalent chromium, Cr(VI), addition on various operating parameters of activated sludge process was evaluated. To accomplish this, two parallel lab-scale continuous-flow activated sludge plants were operated. One was used as a control plant, while the other received Cr(VI) concentrations equal to 0.5, 1, 3 and 5mgl−1. Cr(VI) concentrations of 0.5mgl−1 caused significant inhibition of the nitrification process (up to 74% decrease in ammonia removal efficiency). On the contrary, the effect of Cr(VI) on organic substrate removal was minor for concentrations up to 5mgl−1, indicating that heterotrophic microorganisms are less sensitive to Cr(VI) than nitrifiers. Activated sludge floc size and structure characterization showed that Cr(VI) concentrations higher than 1mgl−1 reduced the filaments abundance, causing the appearance of pin-point flocs and free-dispersed bacteria. Additionally, the variability of protozoa and rotifers was reduced. As a result of disperse growth, effluent quality deteriorated, since significant amounts of suspended solids escaped with the effluent. Termination of Cr(VI) addition led to a partial recovery of the nitrification process (up to 57% recovery). Similar recovery signs were not observed for activated sludge floc size and structure. Finally, shock loading to the control plant with 5mgl−1 Cr(VI) for 2 days resulted in a significant inhibition of the nitrification process and a reduction in filamentous microorganisms abundance.
Elsevier
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