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用于好氧废水处理的微气泡曝气固定床生物膜反应器的性能

Performance of a fixed-bed biofilm reactor with microbubble aeration in aerobic wastewater treatment.

作者信息

Zhang Lei, Liu Junliang, Liu Chun, Zhang Jing, Yang Jingliang

机构信息

Institute of Urban and Rural Construction, Agricultural University of Hebei, Baoding 071001, China; Pollution Prevention Biotechnology Laboratory of Hebei Province, School of Environmental Science and Engineering, Hebei University of Science and Technology, Yuxiang Road 26#, Shijiazhuang 050018, China E-mail:

Institute of Urban and Rural Construction, Agricultural University of Hebei, Baoding 071001, China.

出版信息

Water Sci Technol. 2016;74(1):138-46. doi: 10.2166/wst.2016.187.

Abstract

Microbubble aeration is supposed to be highly efficient for oxygen supply in aerobic wastewater treatment. In the present study, the performance of a fixed-bed biofilm reactor microbubble-aerated using a Shirasu porous glass (SPG) membrane system was investigated when treating synthetic municipal wastewater. The biofilm formation on the carriers was enhanced with microbubble aeration due to the strong adhesion of microbubbles to the solid surface. The dissolved oxygen concentration, the removals of chemical oxygen demand (COD) and nitrogen, and the oxygen utilization efficiency were influenced by the organic loading rate at a certain oxygen supply capacity. The relatively optimal organic loading rate was determined as 0.82 kgCOD/(m(3)d) when the oxygen supply capacity was 0.93 kgO(2)/(m(3)d), where COD and ammonia removal efficiencies were 91.7% and 53.9%, respectively. The corresponding SPG membrane area-based COD removal capacity was 6.88 kgCOD/(m(2)d). The oxygen utilization efficiency of microbubble aeration was obviously higher compared to conventional bubble aeration. The simultaneous nitrification and denitrification occurred in the biofilm reactor and the total nitrogen removal efficiency of 50.4% was achieved under these conditions. In addition, the increase in air supply capacity of the SPG membrane system was suggested to improve its energy utilization efficiency.

摘要

微气泡曝气被认为在好氧废水处理中具有很高的氧气供应效率。在本研究中,考察了使用白榴石多孔玻璃(SPG)膜系统进行微气泡曝气的固定床生物膜反应器处理合成城市污水时的性能。由于微气泡与固体表面的强附着力,微气泡曝气增强了载体上生物膜的形成。在一定的氧气供应能力下,溶解氧浓度、化学需氧量(COD)和氮的去除率以及氧气利用效率受有机负荷率的影响。当氧气供应能力为0.93 kgO₂/(m³·d)时,相对最佳有机负荷率确定为0.82 kgCOD/(m³·d),此时COD和氨的去除效率分别为91.7%和53.9%。基于SPG膜面积的相应COD去除能力为6.88 kgCOD/(m²·d)。与传统气泡曝气相比,微气泡曝气的氧气利用效率明显更高。生物膜反应器中同时发生硝化和反硝化作用,在此条件下总氮去除效率达到50.4%。此外,建议提高SPG膜系统的空气供应能力以提高其能源利用效率。

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