Cassidy D P, Belia E
Département de Géologie et de Génie Géologique, Université. Laval, Sainte-Foy, Que., Canada G1K 7P4.
Water Res. 2005 Nov;39(19):4817-23. doi: 10.1016/j.watres.2005.09.025. Epub 2005 Nov 8.
The formation and performance of granular sludge was studied in an 8l sequencing batch reactor (SBR) treating an abattoir (slaughterhouse) wastewater. Influent concentrations averaged 1,520 mg l(-1) volatile suspended solids (VSS), 7,685 mg l(-1) Chemical oxygen demand (COD), 1,057 mg l(-1) total kjeldahl nitrogen (TKN), 217 mg l(-1) total P. The COD loading was 2.6 kgm(-3)d(-1). The SBR was seeded with flocculating sludge from a SBR with an 1h settle time, but granules developed within 4 days by reducing the settle time to 2 min. The SBR cycle also had 120 min mixed (anaerobic) fill, 220 min aerated react, and 18 min draw/idle. The granules had a mean diameter of 1.7 mm, a specific gravity of 1.035, a density of 62 g VSS l(-1), a zone settling velocity (ZSV) of 51 mh(-1), and a sludge volume index (SVI) of 22 ml g(-1). Without optimizing process conditions, removal of COD and P were over 98%, and removal of N and VSS were over 97%. Nitrification and denitrification occurred simultaneously during react. The results indicate that conventional SBRs treating wastewaters with flocculating sludge can be converted to granular SBRs by reducing the settle time.
在一个8升的序批式反应器(SBR)中研究了颗粒污泥的形成和性能,该反应器用于处理屠宰场废水。进水浓度平均为1520毫克/升挥发性悬浮固体(VSS)、7685毫克/升化学需氧量(COD)、1057毫克/升总凯氏氮(TKN)、217毫克/升总磷。COD负荷为2.6千克/立方米·天。SBR接种了来自沉降时间为1小时的SBR的絮凝污泥,但通过将沉降时间缩短至2分钟,4天内就形成了颗粒。SBR周期还包括120分钟的混合(厌氧)进水、220分钟的曝气反应和18分钟的排水/闲置。颗粒的平均直径为1.7毫米,比重为1.035,密度为62克VSS/升,区域沉降速度(ZSV)为51米/小时,污泥体积指数(SVI)为22毫升/克。在未优化工艺条件的情况下,COD和磷的去除率超过98%,氮和VSS的去除率超过97%。反应过程中同时发生硝化和反硝化。结果表明,用絮凝污泥处理废水的传统SBR可以通过缩短沉降时间转化为颗粒SBR。