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十四座全规模污水处理厂的运行情况:四种需氧技术在出水水质、污泥产生量和能源消耗方面的比较。

Performance of 14 full-scale sewage treatment plants: comparison between four aerobic technologies regarding effluent quality, sludge production and energy consumption.

机构信息

Environmental Science Center EULA-Chile, University of Concepción, Concepción, Chile.

Department of Statistics, Faculty of Mathematics and Physical Sciences, University of Concepción, Concepción, Chile.

出版信息

Environ Technol. 2013 Jul-Aug;34(13-16):2267-75. doi: 10.1080/09593330.2013.765921.

Abstract

The performance of 14 Full-Scale Sewage Treatment Plants (STPs) was evaluated. STPs were divided into four aerobic technologies: a) Aerated Lagoon (AL), and three configurations of activated sludge technologies, b) conventional (CAS), c) Extended Aeration (EA), d) Sequencing Batch Reactor (SBR). Comparison between these configurations were made regarding: a) control parameters, organic loading rate (OLR), Mixed Liquor Volatile Suspended Solids (MLVSS) concentrations, Food to Microorganism ratio (F/M), sludge age (theta(c)), Hydraulic Retention Time (HRT) and return sludge ratio (R); b) effluent quality, through 5-day Biological Oxygen Demand (BOD5), Chemical Oxygen Demand (COD), Total Suspended Solids (TSS), Total Kjeldahl Nitrogen (TKN), Total Phosphorus (TP); and c) indicators related to sludge production (on a dry basis) and electrical energy consumption. Also, complementary costs analyses were made. The results show that in terms of effluent quality, for all configurations organic matter (BOD5 and COD) and TKN removal efficiency were up to 90%, while TSS and TP were up to 90% and 50%, respectively. However, CAS, EA, SBR, and AL had stability problems with effluent concentrations. The results of the electrical energy consumption and sludge production analyses show that SBRs reduce these indicators by 40%. Cost analysis showed that CAS, EA, SBR and AL had similar cost structures, with more than 50% of total operating and maintenance cost being related to electrical energy and sludge management. Therefore, SBR could be defined as the configuration with a more stable performance.

摘要

对 14 座全规模污水处理厂(STP)的性能进行了评估。STP 分为四种好氧技术:a)曝气塘(AL)和三种活性污泥技术配置,b)传统(CAS),c)扩展曝气(EA),d)序批式反应器(SBR)。对这些配置进行了比较,比较内容包括:a)控制参数,有机负荷率(OLR)、混合液挥发性悬浮固体浓度(MLVSS)、食微比(F/M)、污泥龄(θ(c))、水力停留时间(HRT)和回流污泥比(R);b)通过五日生化需氧量(BOD5)、化学需氧量(COD)、总悬浮固体(TSS)、总凯氏氮(TKN)、总磷(TP)评估出水质量;c)与污泥产量(干基)和电能消耗有关的指标。此外,还进行了补充成本分析。结果表明,就出水质量而言,所有配置的有机物(BOD5 和 COD)和 TKN 去除效率均达到 90%,而 TSS 和 TP 分别达到 90%和 50%。然而,CAS、EA、SBR 和 AL 存在出水浓度不稳定的问题。电能消耗和污泥产量分析的结果表明,SBR 将这些指标降低了 40%。成本分析表明,CAS、EA、SBR 和 AL 的成本结构相似,超过总运行和维护成本的 50%与电能和污泥管理有关。因此,可以将 SBR 定义为性能更稳定的配置。

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