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Towards energy positive wastewater treatment plants

机译:迈向能源积极的废水处理厂

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Energy requirement for wastewater treatment is of major concern, lately. This is not only due to the increasing cost of electrical energy, but also due to the effects to the carbon footprint of the treatment process. Conventional activated sludge process for municipal wastewater treatment may consume up to 60% of the total plant power requirements for the aeration of the biological tank. One way to deal with high energy demand is by eliminating aeration needs, as possible. The proposed process is based on enhanced primary solids removal, based on advanced microsieving and filtration processes, by using a proprietary rotating fabric belt MicroScreen (pore size: 100-300 urn) followed by a proprietary Continuous Backwash Upflow Media Filter or cloth media filter. About 80-90% reduction in TSS and 60 -70% reduction in BODS has been achieved by treating raw municipal wastewater with the above process. Then the partially treated wastewater is fed to a combination low height trickling filters, combined with encapsulated denitrification, for the removal of the remaining BOD and nitrogen. The biosolids produced by the microsieve and the filtration backwash concentrate are fed to an auger press and are dewatered to about 55% solids. The biosolids are then partially thermally dried (to about 80% solids) and conveyed to a gasifier, for the co-production of thermal (which is partly used for biosolids drying) and electrical energy, through syngas combustion in a co-generation engine. Alternatively, biosolids may undergo anaerobic digestion for the production of biogas and then electric energy. The energy requirements for complete wastewater treatment, per volume of inlet raw wastewater, have been calculated to 0.057 kWh/m~3, (or 0.087 kWh/m~3, if UV disinfection has been selected), which is about 85% below the electric energy needs of conventional activated sludge process. The potential for net electric energy production through gasification/co-generation, per volume of inlet raw wastewater, has been calculated to 0.172 kWh/m~3. It is thus obvious, that the proposed process can operate on an electric energy autonomous basis.
机译:近来,废水处理的能量需求是主要关注的问题。这不仅是由于电能成本的增加,还归因于对处理过程碳足迹的影响。用于市政废水处理的常规活性污泥工艺可能会消耗生物池曝气所需的全部工厂电力需求的60%。解决高能量需求的一种方法是尽可能消除曝气需求。提议的过程基于先进的微筛分和过滤工艺,通过使用专有的旋转式织物带MicroScreen(孔径:100-300 urn),然后是专有的连续反冲洗上流式介质过滤器或布式介质过滤器,来提高初级固体去除率。通过使用上述方法处理市政废水,已经实现了约80-90%的TSS降低和60 -70%的BODS降低。然后将经过部分处理的废水送入一个组合的低高度滴滤池中,并与封装的反硝化相结合,以去除残留的BOD和氮。将由微筛和过滤反洗浓缩物产生的生物固体进料到螺旋压榨机中,并脱水成约55%的固体。然后,通过热电联产发动机中的合成气燃烧,将生物固体部分进行热干燥(至约80%的固体含量),并输送至气化炉,以共同生产热量(部分用于生物固体干燥)和电能。或者,生物固体可以进行厌氧消化以产生沼气,然后产生电能。计算得出的完整废水处理的能量需求(按进水原废水的体积计算)为0.057 kWh / m〜3(如果选择了UV消毒,则为0.087 kWh / m〜3),比标准工艺低约85%。传统活性污泥法的电能需求。通过计算,通过气化/热电联产产生的净电能的潜力,以每单位进水的原废水量计算,为0.172 kWh / m〜3。因此很明显,所提出的过程可以在电能自主的基础上进行。

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