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Municipal sludge characteristic changes under different aerating condition in a deep-shaft aeration system

机译:深井曝气系统中不同曝气条件下城市污泥特性的变化

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A pilot-scale municipal sewage sludge deep-shaft aeration system was implemented in Lanzhou, Gansu Province of China. The reactor depth was 60 m with a diameter of 1.0 m and the sludge to be treated came from a wastewater plant in Lanzhou. In order to obtain the optimum operation conditions, analysis was conducted on the transformations of the volatile suspended solids (VSS), temperature, pH, oxidation-reduction potential (ORP) and pathogens in the deep-shaft reactor under different aeration conditions. Attention was paid to how operating conditions affected the removal efficiency of the VSS and the reaction temperature. As a result, higher volatile solids removal was gained at higher temperature, and the temperature could reach 50.8 degrees C for a complete inactivation of bacteria in the first reaction zone when the deep-shaft aeration system was run for about 18 days. The sludge aeration rate was observed as 1.5 to 1.8 L/(h.L sludge) which enabled the volatile solids removal rate to reach 40.1%. The degradation of VSS occurred under a micro-oxygen environment, and the lowest ORP was found to be -256 mV in the digestive process. Not only aerobic bacteria but also anaerobic and facultative bacteria performed their functions in the reactor.
机译:在中国甘肃省兰州市实施了中试规模的城市污水污泥深井曝气系统。反应器深度为60 m,直径为1.0 m,待处理的污泥来自兰州的一家废水处理厂。为了获得最佳的操作条件,分析了在不同曝气条件下深井反应器中挥发性悬浮固体(VSS),温度,pH,氧化还原电位(ORP)和病原体的转化情况。注意操作条件如何影响VSS的去除效率和反应温度。结果,在较高的温度下获得了较高的挥发性固体去除率,并且当深轴曝气系统运行约18天时,温度可能达到50.8摄氏度,从而使第一反应区中的细菌完全失活。观察到污泥通气率为1.5到1.8 L /(h.L污泥),使挥发性固体去除率达到40.1%。 VSS的降解发生在微氧气环境下,在消化过程中,最低的ORP为-256 mV。在反应器中,不仅好氧细菌而且厌氧细菌和兼性细菌都发挥了作用。

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