首页> 外文期刊>International Journal of Environmental Science and Technology >Anaerobic co-digestion of sanitary wastewater and kitchen solid waste for biogas and fertilizer production under ambient temperature: waste generated from condominium house.
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Anaerobic co-digestion of sanitary wastewater and kitchen solid waste for biogas and fertilizer production under ambient temperature: waste generated from condominium house.

机译:常温下用于生产沼气和化肥的生活污水和厨房固体废物的厌氧消化:公寓大楼产生的废物。

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摘要

Addis Ababa is one of the fastest growing cities where high urbanization has become a challenge. Consequently, housing shortage is a big problem of the city. The municipality has launched a huge Condominium Housing Programme in response to the problem. However, sanitary wastewater and solid waste management are the critical problems to those houses. The wastes were collected and evaluated for its biogas production and fertilizer potential to solve the foreseen waste management problems. The physicochemical characteristics of the collected wastes were determined. A laboratory scale batch anaerobic co-digestion of both wastes with different mix ratio of 100:0, 75:25, 50:50, 25:75, and 0:100 by volume [sanitary wastewater (TS=7,068 mg/L):kitchen organic solid waste (TS=56, 084 mg/L)]were carried out at ambient temperature for 30 days. The amount of biogas and methane produced over the digestion period for those mixing ratios were compared. The highest biogas yield obtained from a mix ratio of 25:75 was 65.6 L, and the lowest from a mix ratio of 100:0 was 9.5 L. The percentage of methane gas in the biogas was between 19.8 and 52.8%. From the study results, it is evidenced that the mixing ratio 25:75 produced the maximum quantity of biogas and methane. With regard to the fertilizer potential of the digested sludge, composting and sun drying process were helpful for land application by inactivating the pathogen.
机译:亚的斯亚贝巴是发展最快的城市之一,高度城市化已成为挑战。因此,住房短缺是城市的一大问题。为了解决这个问题,市政府启动了一项庞大的公寓住房计划。但是,卫生废水和固体废物管理是这些房屋的关键问题。收集废物并评估其沼气产量和肥料潜力,以解决可预见的废物管理问题。确定了所收集废物的理化特性。实验室规模的批量厌氧共消化两种废物的混合比例(体积比为100:0、75:25、50:50、25:75和0:100)[卫生废水(TS = 7,068 mg / L):厨房有机固体废物(TS = 56,084 mg / L)]在环境温度下进行了30天。比较了这些混合比例下在消化期间产生的沼气和甲烷的量。由25:75的混合比获得的最高沼气产量为65.6 L,从100:0的混合比获得的最低沼气产量为9.5L。沼气中甲烷气体的百分比在19.8至52.8%之间。从研究结果可以证明,混合比25:75产生了最大量的沼气和甲烷。关于消化污泥的肥料潜力,堆肥和晒干过程通过使病原体失活而有助于土地应用。

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