Di Iaconi C, Del Moro G, Lopez A, De Sanctis M, Ramadori R
Istituto di Ricerca Sulle Acque CNR, Bari, Italy.
Water Sci Technol. 2008;58(12):2395-401. doi: 10.2166/wst.2008.836.
The paper reports the results obtained during an experimental campaign aimed at transferring aerobic granulation to a demonstrative SBBGR system (i.e., a submerged biofilter that operates in a "fill and draw" mode) for the treatment of municipal wastewater by financial support of the European Commission, within the framework of Life-Environment Programme (PERBIOF Project; www.perbiof-europe.com). The results show that following the generation of granular biomass during the start-up period, the SBBGR was able to remove 80-90% of COD, total suspended solids and ammonia occurring in primary effluent from a municipal wastewater treatment plant even when the minimum hydraulic residence time (i.e., 4 h) was investigated. The process was characterised by a sludge production almost one magnitude order lower than commonly reported for conventional treatment plants. The granular biomass was characterised by a high density (i.e., 150 gTSS/L(biomass)) that allowed a biomass concentration as high as 35 kgTSS/m(3)(bed) to be achieved. Proteobacteria were found as main microbial components of the granular biomass by applying Fluorescence In Situ Hybridization (FISH). No significant changes in microbial composition were observed during reactor operation.
本文报道了在欧盟委员会资助下,于“生命-环境计划”(PERBIOF项目;www.perbiof-europe.com)框架内,将好氧颗粒污泥技术应用于示范型序批式生物膜颗粒反应器系统(即一种以“进水-排水”模式运行的淹没式生物滤池)处理城市污水的实验活动中所取得的结果。结果表明,在启动阶段生成颗粒生物质后,即使研究了最短水力停留时间(即4小时),序批式生物膜颗粒反应器系统仍能够去除城市污水处理厂原水80%-90%的化学需氧量、总悬浮固体和氨氮。该工艺的特点是污泥产量比传统处理厂通常报道的低近一个数量级。颗粒生物质的特点是密度高(即150 gTSS/L(生物质)),这使得生物量浓度高达35 kgTSS/m(3)(滤床)。通过荧光原位杂交(FISH)发现变形菌门是颗粒生物质的主要微生物组成部分。在反应器运行期间未观察到微生物组成有显著变化。