Lant Paul, Hartley Ken
Advanced Wastewater Management Centre, The University of Queensland, St. Lucia, Qld. 4072, Australia.
Water Res. 2007 Jun;41(11):2437-48. doi: 10.1016/j.watres.2007.02.056. Epub 2007 Apr 23.
The aim of this work was to characterise the solids in an anaerobic sewage treatment process. Hindered settling velocity, particle size distributions (PSD), influent and effluent COD(P)/SS and discrete settling velocity distributions were all measured. The anaerobic migrating bed reactor (AMBR) solids were mainly flocculent and had a settling rate equivalent to a good settling activated sludge ( approximately SSVI=60 mL/g). The PSD of the anaerobic solids were very different to PSD for activated sludge flocs, with the anaerobic solids having a modal size an order of magnitude smaller than activated sludge, but a range of particle sizes being two orders of magnitude larger. There was a far greater range in size and structure in the anaerobic solids. The anaerobic process solids were primarily feed solids undergoing VSS destruction (hydrolysis). The biological mass was small. The solids seemed to retain their size as the volatiles were degraded and the density decreased ('skeletons' of the influent particulates). The small fraction of slowly settling solids, which have been identified to have a similar modal size but lower density than the mixed solids in the reactor, pose a solids retention time (SRT) control problem when relying on settling alone for solids retention.
这项工作的目的是对厌氧污水处理过程中的固体物质进行特性分析。测量了受阻沉降速度、粒度分布(PSD)、进水和出水的COD(P)/SS以及离散沉降速度分布。厌氧移动床反应器(AMBR)中的固体主要是絮凝状的,其沉降速率与沉降性能良好的活性污泥相当(大约污泥沉降比SSVI = 60 mL/g)。厌氧固体的粒度分布与活性污泥絮体的粒度分布有很大不同,厌氧固体的模态尺寸比活性污泥小一个数量级,但粒径范围却比活性污泥大两个数量级。厌氧固体在尺寸和结构上的范围要大得多。厌氧过程中的固体主要是正在经历挥发性悬浮固体(VSS)分解(水解)的进料固体。生物量很小。随着挥发性物质的降解和密度的降低,固体似乎保持了它们的尺寸(进水颗粒的“骨架”)。一小部分沉降缓慢的固体,其模态尺寸与反应器中的混合固体相似,但密度较低。当仅依靠沉降来保留固体时,这会带来固体停留时间(SRT)控制问题。