Phatak Pranita S, Trivedi Saurabh, Garg Anurag, Gupta Sudhir K, Mukherji Suparna
Centre for Environmental Science and Engineering (CESE), Indian Institute of Technology Bombay, Powai, Mumbai, 400076, India.
Environ Sci Pollut Res Int. 2016 Oct;23(20):20065-20080. doi: 10.1007/s11356-016-6412-z. Epub 2016 Mar 11.
Biological treatment of high-strength nitrogenous wastewater is challenging due to low growth rate of autotrophic nitrifiers. This study reports bioaugmentation of Thiosphaera pantotropha capable of simultaneously performing heterotrophic nitrification and aerobic denitrification (SND) in sequencing batch reactors (SBRs). SBRs fed with 1:1 organic-nitrogen (N) and NH-N were started up with activated sludge and T. pantotropha by gradual increase in N concentration. Sludge bulking problems initially observed could be overcome through improved aeration and mixing and change in carbon source. N removal decreased with increase in initial nitrogen concentration, and only 50-60 % removal could be achieved at the highest N concentration of 1000 mg L at 12-h cycle time. SND accounted for 28 % nitrogen loss. Reducing the settling time to 5-10 min and addition of divalent metal ions gradually improved the settling characteristics of sludge. Sludge aggregates of 0.05-0.2 mm diameter, much smaller than typical aerobic granules, were formed and progressive increase in settling velocity, specific gravity, Ca, Mg, protein, and polysaccharides was observed over time. Granulation facilitated total nitrogen (TN) removal at a constant rate over the entire 12-h cycle and thus increased TN removal up to 70 %. Concentrations of NO-N and NO-N were consistently low indicating effective denitrification. Nitrogen removal was possibly limited by urea hydrolysis/nitrification. Presence of T. pantotropha in the SBRs was confirmed through biochemical tests and 16S rDNA analysis.
由于自养硝化菌的生长速率较低,高强度含氮废水的生物处理具有挑战性。本研究报道了在序批式反应器(SBR)中,通过生物强化泛养硫球菌来同时进行异养硝化和好氧反硝化(SND)。用活性污泥和泛养硫球菌,通过逐渐提高氮浓度,启动以1:1有机氮(N)和氨氮(NH₃-N)为进水的SBR。最初观察到的污泥膨胀问题可通过改善曝气和混合以及改变碳源来克服。氮去除率随初始氮浓度的增加而降低,在12小时循环时间、最高氮浓度为1000 mg/L时,仅能实现50%-60%的去除率。SND占氮损失的28%。将沉降时间缩短至5-10分钟并添加二价金属离子,逐渐改善了污泥的沉降特性。形成了直径为0.05-0.2毫米的污泥聚集体,远小于典型的好氧颗粒,并且随着时间的推移,沉降速度、比重、钙、镁、蛋白质和多糖逐渐增加。造粒有助于在整个12小时循环中以恒定速率去除总氮(TN),从而使TN去除率提高至70%。亚硝酸盐氮(NO₂-N)和硝酸盐氮(NO₃-N)的浓度一直很低,表明反硝化有效。氮去除可能受尿素水解/硝化作用的限制。通过生化试验和16S rDNA分析证实了SBR中存在泛养硫球菌。