Environmental Engineering Program, Faculty of Engineering, Rajamangala University of Technology Thanyaburi (RMUTT), Klong 6, Pathum Thani 12110, Thailand.
Excellent Center of Waste Utilization and Management (ECoWaste), King Mongkut's University of Technology Thonburi (KMUTT), Bangkhuntien, Bangkok 10150, Thailand; National Center for Genetic Engineering and Biotechnology (BIOTEC), National Science and Technology Development Agency (NSTDA), Pathum Thani 12120, Thailand.
Sci Total Environ. 2018 Oct 1;637-638:771-779. doi: 10.1016/j.scitotenv.2018.05.066. Epub 2018 May 12.
This research investigated the micropollutant biodegradation and nitrous oxide (NO) concentration reduction in high strength wastewater treated by two-stage activated sludge (AS) systems with (bioaugmented) and without (non-bioaugmented) acclimatized sludge bioaugmentation. The bioaugmented and non-bioaugmented systems were operated in parallel for 228 days, with three levels of concentrations of organics, nitrogen, and micropollutants in the influent: conditions 1 (low), 2 (moderate), and 3 (high). The results showed that, under condition 1, both systems efficiently removed the organic and nitrogen compounds. However, the bioaugmented system was more effective in the micropollutant biodegradation and NO concentration reduction than the non-bioaugmented one. Under condition 2, the nitrogen and micropollutant biodegradation efficiency of the non-bioaugmented system slightly decreased, while the NO concentration declined in the bioaugmented system. Under condition 3, the treatment performance and NO concentration abatement were substantially lowered as the compounds concentration increased. Further analysis also showed that the acclimatized sludge bioaugmentation increased the bacterial diversity in the system. In essence, the acclimatized sludge bioaugmentation strategy was highly effective for the influent with low compounds concentration, achieving the organics and nitrogen removal efficiencies of 92-97%, relative to 71-97% of the non-bioaugmented system. The micropollutant treatment efficiency of the bioaugmented system under condition 1 was 75-92%, indicating significant improvement in the treatment performance (p < 0.05), compared with 60-79% of the non-bioaugmented system.
本研究考察了两段式活性污泥(AS)系统在(生物增强)和(未生物增强)驯化污泥生物增强条件下处理高强度废水时的微污染物生物降解和氧化亚氮(NO)浓度降低情况。生物增强和非生物增强系统平行运行 228 天,进水有机物、氮和微污染物浓度分为三个水平:条件 1(低)、2(中)和 3(高)。结果表明,在条件 1 下,两个系统均能有效去除有机物和氮化合物。然而,与非生物增强系统相比,生物增强系统在微污染物生物降解和 NO 浓度降低方面更为有效。在条件 2 下,非生物增强系统的氮和微污染物生物降解效率略有下降,而生物增强系统的 NO 浓度下降。在条件 3 下,随着化合物浓度的增加,处理性能和 NO 浓度降低幅度显著增大。进一步的分析还表明,驯化污泥生物增强增加了系统中的细菌多样性。本质上,驯化污泥生物增强策略对于低浓度化合物的进水非常有效,实现了 92-97%的有机物和氮去除效率,而未生物增强系统的去除效率为 71-97%。生物增强系统在条件 1 下的微污染物处理效率为 75-92%,与未生物增强系统的 60-79%相比,处理性能显著提高(p<0.05)。