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Municipal wastewater treatment in the anaerobic-aerobic baffled filter reactor at ambient temperature

机译:厌氧-好氧折流板式反应器中环境温度下的市政废水处理

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This paper presents the pilot-scale experiments with anaerobic-aerobic treatment of municipal wastewater. As the anaerobic part of the pilot-scale system, the combination of the anaerobic baffled reactor and the anaerobic filter was used. The aerobic part of reactor was designed as an activated sludge system with the carrier of biomass (polypropylene cords). Two pilot-scale reactors (AN-I and AN-II) under real conditions were monitored. All technological parameters were identical in both reactors, but the AN-I reactor was inoculated with the psychrophilic digested sludge. The HRT in the anaerobic and aerobic parts of reactors were about 15 hours and 4 hours, respectively. The temperature in both reactors varied during the year from 4.5 to 23degreesC. During the yearly operation time both systems removed all monitored parameters with relatively high efficiencies (COD-78.6-83.0%, BOD5-92.5-94.0 and SS-80.9-92.7%). The intensive nitrification process was observed during the whole year in both reactors (under average temperature of 5.9degreesC in January 2000, too). The average removal of the NH4-N varied during the year from 46.4 to 87.3%. In both systems the effective denitrification process was observed, too. In the real conditions it is possible to operate such systems for a long time without removing excess sludge. [References: 12]
机译:本文介绍了厌氧-好氧处理城市废水的中试规模的实验。作为中试规模系统的厌氧部分,使用了厌氧折流板反应器和厌氧滤池的组合。反应器的好氧部分设计为带有生物质载体(聚丙烯帘线)的活性污泥系统。监测了实际条件下的两个中试规模的反应堆(AN-1和AN-2)。在两个反应器中,所有技术参数均相同,但AN-I反应器接种了嗜冷消化污泥。反应器厌氧和好氧部分的HRT分别为约15小时和4小时。一年中,两个反应堆的温度均在4.5至23摄氏度之间变化。在年度运行时间内,两个系统均以相对较高的效率(COD-78.6-83.0%,BOD5-92.5-94.0和SS-80.9-92.7%)删除了所有受监视参数。全年在两个反应器中都观察到了强烈的硝化过程(2000年1月的平均温度也为5.9摄氏度)。一年中,NH4-N的平均去除率为46.4%至87.3%。在两个系统中,也都观察到了有效的反硝化过程。在实际条件下,可以长时间运行此类系统而不会去除过多的污泥。 [参考:12]

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