Cryptogamic Packed Biofilter as Potential Adsorbent for CO2, NH3, and H2S Impurities from Biogas

Norbert W. Temba, Thomas T. Kivevele, T. Pogrebnaya
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引用次数: 3

Abstract

The presence of elevated concentrations of carbon dioxide, hydrogen sulfide, ammonia, and trace impurities in biogas affect its caloric value as well as causes corrosion and is extremely toxic. There are various methods in existence for removal of these impurities, but most are chemically based and expensive and are limited in use. In our work, cryptogams (moss) integrated with soil and biochar packed in a filter have been employed for simultaneous removal of CO2, H2S, and NH3, from biogas. Different soil types rich in metallic oxides at different masses of 100 g, 150 g, and 200 g with a fixed mass of moss and biochar were tested in an on-site experiment to determine the removal efficiency (RE) and sorption capacity (SC). The adsorption dynamics of the filters were investigated at two flow rates, 80 ml/min and 100 ml/min, by determining removal efficiency. For the contribution of each substrate, sorption capacity and breakthrough time were determined by considering 5 g of each substrate that made up the filter. The soils with a high content of extractable cations showed excellent adsorption capacity for H2S by about 20 g S/100 g, which was higher than other adsorbents tested. It was found that integrated biofilter made up of bed arrangement of the soil, biochar, and moss plant improved the quality of biogas with SC of 11 g S and RE of 93% for H2S, 72% for NH3, and 68% for CO2.
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隐藻填料生物过滤器作为沼气中CO2、NH3和H2S杂质的潜在吸附剂
沼气中二氧化碳、硫化氢、氨和微量杂质的浓度升高会影响其热值,并引起腐蚀,毒性极大。现有的去除这些杂质的方法多种多样,但大多数都是以化学方法为基础的,而且价格昂贵,使用范围有限。在我们的工作中,将隐藓(苔藓)与土壤和生物炭结合在一个过滤器中,用于同时去除沼气中的CO2, H2S和NH3。在固定质量的苔藓和生物炭的基础上,对100 g、150 g和200 g不同质量的富含金属氧化物的土壤类型进行了现场试验,以确定金属氧化物的去除效率(RE)和吸附能力(SC)。在80 ml/min和100 ml/min两种流速下,通过测定去除效率,考察了过滤器的吸附动力学。对于每种底物的贡献,通过考虑构成过滤器的每种底物的5 g来确定吸附容量和突破时间。可萃取阳离子含量高的土壤对H2S的吸附量约为20 g S/100 g,高于其他吸附剂。结果表明,由土壤、生物炭和苔藓植物组成的一体化生物滤池提高了沼气质量,其SC为11 g S, H2S回收率为93%,NH3回收率为72%,CO2回收率为68%。
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13
审稿时长
28 weeks
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