Zhu Liang, Xu Xiangyang, Luo Weiguo, Tian Zhijuan, Lin Haizhuan, Zhang Nini
Department of Environmental Engineering, Zhejiang University, Hangzhou, China.
Appl Microbiol Biotechnol. 2008 Jul;79(5):867-74. doi: 10.1007/s00253-008-1476-4. Epub 2008 May 1.
The formation and characterization of the aerobic 4-chloroaniline-degrading granules in the three column-type sequencing batch reactors were investigated in this paper. The granular sludge was observed since 15 days after start-up in R2 and R3 which had the high ratio of height to diameter (H/D). Since then and within the subsequent 75 days, the granulation of aerobic sludge was apparently developed by the decreased settling time and gradually increased 4-chloroaniline (4-ClA) concentration to above 400 mg.L(-1) in R1 to R3. The aerobic granules tended to be mature in all reactors continuously operated with 4-ClA loading rates of around 800 g.m(-3).d(-1), and the removal efficiencies of chemical oxygen demand, total nitrogen, and 4-ClA were maintained above 93%, 70%, and 99.9%, respectively. Mature aerobic granules in R1 to R3 featured with the average diameter of 0.78, 1.68, and 1.25 mm, minimal settling velocity of 20.5, 70.1 and 66.6 m.h(-1), specific 4-ClA degradation rates of 0.14, 0.21, and 0.27 g.gVSS(-1).d(-1), and the ratio of proteins to polysaccharides of 8.2, 10.8, and 13.7 mg.mg(-1), respectively. This study demonstrates that the reactor with a high H/D ratio and internal circulation favors the granulation and stabilization of aerobic sludge.
本文研究了三个柱式序批式反应器中好氧4-氯苯胺降解颗粒的形成与特性。在高径比(H/D)较大的R2和R3中,启动15天后观察到颗粒污泥。此后,在随后的75天内,通过缩短沉降时间以及将R1至R3中的4-氯苯胺(4-ClA)浓度逐渐提高至400 mg.L(-1)以上,好氧污泥的颗粒化明显发展。在所有以约800 g.m(-3).d(-1)的4-ClA负荷率连续运行的反应器中,好氧颗粒趋于成熟,化学需氧量、总氮和4-ClA的去除效率分别保持在93%、70%和99.9%以上。R1至R3中的成熟好氧颗粒平均直径分别为0.78、1.68和1.25 mm,最小沉降速度分别为20.5、70.1和66.6 m.h(-1),4-ClA的比降解速率分别为0.14、0.21和0.27 g.gVSS(-1).d(-1),蛋白质与多糖的比例分别为8.2、10.8和13.7 mg.mg(-1)。本研究表明,具有高H/D比和内部循环的反应器有利于好氧污泥的颗粒化和稳定化。