Center for Environmental Science and Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India.
Water Res. 2012 May 1;46(7):2405-14. doi: 10.1016/j.watres.2012.02.008. Epub 2012 Feb 14.
The effect of nitrophenolic shock loads on the performance of three lab scale SBRs was studied using a synthetic feed. Nitrophenols were biotransformed by Simultaneous heterotrophic Nitrification and aerobic Denitrification (SND) using a specially designed single sludge biomass containing Thiosphaera pantotropha. Reactors R1, R2 and R3 were fed with 200mg/L concentration of 4-nitrophenol (4-NP), 2,4-dinitrophenol (2,4-DNP), and 2,4,6-trinitrophenol (2,4,6-TNP) whereas reactor R was used as a background control. Three nitrophenolic shock loadings of 400, 600 and 800 mg/Ld were administrated by increasing the influent nitrophenolic concentration while keeping the hydraulic retention time as 48 h. The shocks were given continuously for a period of 4 days before switching back to normal nitrophenolic loading (200mg/Ld). The reactors were allowed to recover to normal performance level before administrating the next nitrophenolic shock load. The study showed that a nitrophenolic shock load, as high as 600 mg/Ld was completely degraded by the 4-NP & 2,4-DNP bioreactors while almost half degraded by the 2,4,6-TNP bioreactor without affecting the reactor's performance irreversibly. After resuming the normal nitrophenolic loading, it took almost 8-10 days for the reactors to recover from the shock effect. The study was further extended to evaluate the maximum possible mixed nitrophenolic loading (4-NP:2,4-DNP:2,4,6-TNP 1:1:1) to which a reactor (R3) containing 2,4,6-TNP acclimated single sludge biomass can be exposed without hampering the reactor performance irreversibly. The reactor was able to achieve pseudo-steady-state at a mixed nitrophenolic loading of 300 mg/Ld with more than 90% removal of all the three nitrophenols, but could remove half of the mixed nitrophenolic loading of 600 mg/Ld.
采用合成饲料研究了硝酚类冲击负荷对三种实验室规模 SBR 的性能的影响。使用专门设计的含有硫丝菌属(Thiosphaera pantotropha)的单污泥生物量通过同时异养硝化和好氧反硝化(SND)对硝酚类进行生物转化。反应器 R1、R2 和 R3 分别以 200mg/L 的浓度进料 4-硝基酚(4-NP)、2,4-二硝基酚(2,4-DNP)和 2,4,6-三硝基酚(2,4,6-TNP),而反应器 R 则作为背景对照。通过增加进水硝酚浓度,连续进行三次 400、600 和 800mg/L/d 的硝酚类冲击负荷,同时保持水力停留时间为 48 小时。在切换回正常硝酚类负荷(200mg/L/d)之前,连续进行 4 天的冲击。在进行下一次硝酚类冲击负荷之前,让反应器恢复到正常性能水平。研究表明,高达 600mg/L/d 的硝酚类冲击负荷完全被 4-NP 和 2,4-DNP 生物反应器降解,而 2,4,6-TNP 生物反应器几乎降解一半,而不会使反应器性能不可逆地受到影响。在恢复正常硝酚类负荷后,反应器需要大约 8-10 天才能从冲击效应中恢复。研究进一步扩展到评估含有 2,4,6-TNP 驯化单污泥生物量的反应器(R3)可以暴露的最大混合硝酚类负荷(4-NP:2,4-DNP:2,4,6-TNP 1:1:1),而不会使反应器性能不可逆地受到干扰。该反应器能够在 300mg/L/d 的混合硝酚类负荷下达到准稳态,对所有三种硝酚的去除率超过 90%,但只能去除 600mg/L/d 的混合硝酚类负荷的一半。