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Technical-economical analysis of selected decentralized technologies for municipal wastewater treatment in the city of Rome

机译:罗马市市政污水处理的精选分散技术的技术经济分析

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摘要

Several wastewater treatment technologies were evaluated as alternative systems to theudmore traditional centralized continuous flow system to serve decentralized areas of the city of Romeud(Italy). For instance, the following technologies were selected: (1) Constructed wetlands, (2)udMembrane Biological Reactor, (3) Deep Shaft, (4) Sequencing Batch Reactor, and (5) CombinedudFiltration and UV-disinfection. Such systems were distinguished based on the limits they areudpotentially capable of accomplishing on the effluent. Consequently, the SBR and DS were groupedudtogether for their capability to comply with the standards for the discharge into surface watersud(according to the Italian D.Lgs. 152/06, Table 1, All. 5), whereas the MBR and tertiary systemud(Filtration+UVc-disinfection) were considered together as they should be able to allow effluentuddischarge into soil (according to the Italian D.Lgs. 152/06, Table 4, All. 5) and/or reuse (according toudthe Italian D.M. 185/03). Both groups of technologies were evaluated in comparison with the moreudcommon continuous flow treatment sequence consisting of a biological activated sludge tank followedudby the secondary settlement, with final chlorination. CWs were studied separately as a solution foruddecentralized urban areas with limited population.udAfter the analysis of the main technical features, an economical estimate was carried out taking intoudaccount the investment, operation and maintenance costs as a function of the plant's capacity. Theudanalysis was based on real data provided by the Company who manages the entire water system of theudCity of Rome (Acea Ato 2 S.p.A.). A preliminary design of the treatment plants using some of theudselected technologies was finally carried out.
机译:对几种废水处理技术进行了评估,以作为 udmore传统集中式连续流系统的替代系统,以服务于罗马 ud(意大利)市的分散区域。例如,选择了以下技术:(1)人工湿地,(2) ud膜生物反应器,(3)深井,(4)测序间歇反应器,以及(5)联合 udf过滤和紫外线消毒。此类系统是根据它们在废水中完全有能力实现的限制加以区分的。因此,SBR和DS因其符合排放到地表水中的标准的能力而被归类在一起(根据意大利D.Lgs。152/06,表1,第5条),而MBR和三级系统 ud(过滤+ UVc消毒)一起考虑,因为它们应能够使污水 udd排入土壤(根据意大利D.Lgs。152/06,表4,第5条规定)和/或重复使用(根据 u u u u003 /意大利DM 185/03)。与更常见的连续流处理程序(包括生物活性污泥池,二次沉降和最终氯化)相比,对两组技术进行了评估。对CW进行了单独研究,以解决人口稀少的城市分散地区。 ud在分析了主要技术特征之后,进行了经济估算,考虑了投资,运营和维护成本与工厂产能的关系。 。 udana分析基于管理罗马 udCity整个水系统的公司提供的真实数据(Acea Ato 2 S.p.A.)。最终使用某些非选定技术对污水处理厂进行了初步设计。

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