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The effect of air supply on nitrogen removal using a biological filter proposed for ventilated pit latrines

机译:供气对使用通风坑式厕所设计的生物过滤器去除氮的影响

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摘要

Pit latrines are the most commonly used sanitation systems in many developing countries. Various researchers have reported elevated nitrate concentrations in groundwater in the vicinity of pit latrines and this could pose a serious health risk to the users of the water source. Faecal sludge from pit latrines contains high concentrations of nitrogen and organic matter (3-5 g-V N and 20-50 g-l~' COD); however, it is produced at a very low rate (1.5 £capita"1-d~1) relative to that of waterborne sewage systems. A pit latrine basically only confines the waste and no real treatment takes place. In this research the nitrogen was removed in a biological filter using a combination of nitrification and denitrification processes. The aim of this investigation was to determine the effect of air supplied at different rates, namely, 0,0.3,1.0 and 2.0 m3h~' N, on the biological filtration process. The application rate was 0.04 m3nr2d'. More than 90% removal of nitrogen was observed at an air supply rate of 1.0 m3-h~'N. At lower air supply rates nitrification was not complete. At an air supply rate of 2.0 m3-h~' nitrogen removal was also approx. 90%, but the biological filter only became stable after about 2 months of operation, possibly due to desiccation of the biomass.
机译:坑式厕所是许多发展中国家最常用的卫生系统。许多研究人员报告说,坑厕附近的地下水中硝酸盐浓度升高,这可能给水源使用者带来严重的健康风险。坑厕的粪便污泥中含有高浓度的氮和有机物(3-5 g-V N和20-50 g-1'COD)。然而,相对于水性污水处理系统而言,它的生产率非常低(人均1.5英镑“ 1-d〜1”)。坑式厕所基本只限制了废物,没有进行实际处理。结合硝化和反硝化工艺在生物滤池中去除空气的方法本研究的目的是确定以不同速率(分别为0、0.3、1.0和2.0 m3·h·N)供应的空气对生物滤池的影响。施用量为0.04 m3nr2d'。在空气供给量为1.0 m3-h〜'N时,观察到氮的去除率超过90%。在空气供给率较低时,硝化未完成;在空气供给量为2.0 m3氮的去除率也约为90%,但生物滤池仅在运行约2个月后才变得稳定,这可能是由于生物质的干燥所致。

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