Chang W C, Jou S J, Chien C C, He J A
Department of Environmental & Safety Engineering, National Yunlin University of Science & Technology, Touliu, 640, Yunlin, Chinese Taiwan.
Water Sci Technol. 2004;50(8):177-83.
This study evaluates the effect of chlorination bulking control on water quality and phosphate release/uptake in an anaerobic-oxic activated sludge system. A series of batch experiments with different specific NaOCl mass dose were conducted to determine the sludge settling properties, supernatant water quality and phosphate metabolism behavior of filamentous bulking sludge. The harvested sludge was from a continuous-flow anaerobic-oxic (A/O) activated sludge pilot-plant, i.e., enhanced biological phosphorus removal (EBPR) system, operated with 15 days of sludge retention time. The filamentous bacteria in the A/O pilot plant were identified to be Thiothrix according to Eikelboom's classification techniques, which was in accordance with the high influent sulfate concentration of this study (50 mg/L sulfate). Increasing NaOCI concentration, as revealed by experimental results, obviously decreased the sludge settling properties (SVI values and zone settling velocities) and meanwhile significantly reduced supernatant water quality (COD, SS, TP) mainly due to higher suspended solids caused by floc disruption. Moreover, the nine-hour batch experiments indicated that high NaOCI dosage (40 mg/gMLSS) completely deteriorated phosphate metabolism of EBPR sludge. Such a high dosage of chlorination further confirmed overdosing through disappearance of intracellular PHB and death of protozoa by microscopic investigation. Still, phosphate release/uptake behavior of EBPR sludge properly functions at low NaOCl dosage (5 mg/g MLSS). Besides, phosphate metabolism worsens rapidly before the SVI value reaches its lowest level. These findings imply that determining NaOCI requirement with merely SVI values can readily result in chlorination overdosing. Proper NaOCI dosage requires a delicately balanced consideration between sludge settling improvement, water quality demand and phosphate metabolism. Batch test of phosphate release/uptake is apparently a prerequisite to conclude an appropriate NaOCl dosage for bulking control.
本研究评估了氯化法控制污泥膨胀对厌氧 - 好氧活性污泥系统水质及磷酸盐释放/吸收的影响。进行了一系列不同特定次氯酸钠质量投加量的批次实验,以确定丝状膨胀污泥的污泥沉降性能、上清液水质及磷酸盐代谢行为。采集的污泥来自一个连续流厌氧 - 好氧(A/O)活性污泥中试装置,即强化生物除磷(EBPR)系统,该系统的污泥停留时间为15天。根据艾克尔布姆分类技术,A/O中试装置中的丝状菌被鉴定为硫丝菌,这与本研究中较高的进水硫酸盐浓度(50 mg/L硫酸盐)相符。实验结果表明,随着次氯酸钠浓度的增加,污泥沉降性能(污泥体积指数值和区域沉降速度)明显下降,同时上清液水质(化学需氧量、悬浮物、总磷)显著降低,这主要是由于絮体破坏导致的悬浮固体增加所致。此外,9小时的批次实验表明,高次氯酸钠投加量(40 mg/gMLSS)使EBPR污泥的磷酸盐代谢完全恶化。通过显微镜观察发现,如此高的氯化剂量进一步证实了投加过量,表现为细胞内聚羟基丁酸酯消失和原生动物死亡。不过,在低次氯酸钠投加量(5 mg/g MLSS)下,EBPR污泥的磷酸盐释放/吸收行为仍能正常发挥作用。此外,在污泥体积指数值达到最低水平之前,磷酸盐代谢会迅速恶化。这些发现表明,仅根据污泥体积指数值来确定次氯酸钠需求量很容易导致氯化投加过量。合适的次氯酸钠投加量需要在改善污泥沉降、水质要求和磷酸盐代谢之间进行微妙的平衡考虑。磷酸盐释放/吸收的批次试验显然是确定用于控制污泥膨胀的合适次氯酸钠投加量的先决条件。