Suppr超能文献

下水道中废水有机物的缺氧转化——过程动力学、模型概念及废水处理潜力

Anoxic transformations of wastewater organic matter in sewers--process kinetics, model concept and wastewater treatment potential.

作者信息

Abdul-Talib S, Hvitved-Jacobsen T, Vollertsen J, Ujang Z

机构信息

Institute of Environmental and Water Res. Mgmt., Universiti Teknologi Malaysia, Johor.

出版信息

Water Sci Technol. 2002;45(3):53-60.

Abstract

The sewer is an integral part of the urban wastewater system: the sewer, the wastewater treatment plant and the local receiving waters. The sewer is a reactor for microbial changes of the wastewater during transport, affecting the quality of the wastewater and thereby the successive treatment processes or receiving water impacts during combined sewer overflows. This paper presents the results of studies on anoxic processes, namely denitrification, in the bulk water phase of wastewater as it occurs in sewers. Experiments conducted on 12 different wastewater samples have shown that the denitrification process in the bulk wastewater can be simplified by the reduction of nitrate to nitrogen with significant accumulation of nitrite in the water phase. Utilization of nitrate was observed not to be limited by nitrate for concentrations above 5 gNO3-N/m3. The denitrification rates, under conditions of excess substrate and electron acceptor, were found to be in the range of 0.8-2.0 g NO3-N/(m3h). A discussion on the interaction of the sewer processes and the effects on a downstream located wastewater treatment plant (WWTP) is provided.

摘要

下水道是城市污水系统不可或缺的一部分,该系统包括下水道、污水处理厂和当地的受纳水体。下水道是污水输送过程中微生物变化的反应器,影响着污水的质量,进而影响后续的处理过程或合流制下水道溢流期间对受纳水体的影响。本文介绍了对下水道中污水主体水相中的缺氧过程(即反硝化作用)的研究结果。对12个不同污水样本进行的实验表明,污水主体中的反硝化过程可简化为硝酸盐还原为氮气,且水相中会有大量亚硝酸盐积累。当硝酸盐浓度高于5 gNO3-N/m3时,观察到硝酸盐的利用不受硝酸盐限制。在底物和电子受体过量的条件下,反硝化速率在0.8 - 2.0 g NO3-N/(m3·h)范围内。文中还讨论了下水道过程的相互作用及其对下游污水处理厂的影响。

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验