期刊文献+

BMW厌氧消化过程中产气性能影响因素研究 被引量:4

Effect of Factors on the Capability of Biogas Production in Anaerobic Fermentation for BMW
在线阅读 下载PDF
导出
摘要 研究了农贸市场生物废弃物进行不同接种物浓度、颗粒度及pH值的厌氧发酵产气特性。结果表明:适宜的接种物浓度有利于微生物的生长、产气速率加快、产气量增大,接种物浓度为5/3和5/4在反应13天日产气量达到1400ml,甲烷含量超过50%以上;不同粒径下生物气体产量和甲烷气含量均有差异,颗粒度对发酵产气有一定影响,颗粒粒径的减小可使得表面积增大,提高气体产量,同时粒径的减小可以提高消化速率,可以促进生物过程,尤其是对起始的水解反应的促进,1cm大小的粒径在日产气量居最高水平达到1290ml,甲烷气体含量高达到51%;上料前初始pH值的调节有利于厌氧反应产生甲烷,碱度的作用主要是提供体系保持中性pH所需要的缓冲能力,将发酵液初始pH值调节至弱碱性,有利于厌氧发酵产气,增加甲烷含量,发酵罐中初始pH值调控为7.5的发酵罐产气量大且甲烷含量超过57%。 The effect of factors, like the ratio of material and sludge, the degree of granule and different pH in anaerobic fermentation, on the production of biogas was studied. The result showed that a good ratio of material and sludge was beneficial to the growth of microorganism, the velocity of the volume and biogas production daily. It was also said the volume of biogas was up to 1400ml and the content of methane was more than 50% on the thirteenth day when the ratio of material and sludge was 5/3 or 5/4. There was a great difference in the volume of biogas and the content of methane in different size. It was beneficial to improve the volume and the velocity of biogas production, especially the hydrolyzing reaction and the digesting process by decreasing the size. It was shown that the content of methane was up to 51% and the volume of biogas was to 1290ml daily when the granule size was lcm. It was also propitious to produce the biogas and enhance the content of methane, When the pH was 7,5, the volume of biogas production was much more and the content of methane was more than 51%.
出处 《包装与食品机械》 CAS 2006年第5期8-12,共5页 Packaging and Food Machinery
基金 安徽省优秀青年科技基金(04043051) 安徽省自然科学基金项目(050450304) 安徽省教育厅自然科学研究项目(2005kj1922006KJ227B) 合肥学院科研发展基金计划项目(05ky001zr)
关键词 厌氧发酵 料泥比 产气量 甲烷含量 anaerobic fermentation ratio of material and sludge volume of biogas production content of methane
  • 相关文献

参考文献5

二级参考文献55

  • 1任南琪,王宝贞,马放.厌氧活性污泥工艺生物发酵产氢能力研究[J].中国环境科学,1995,15(6):401-406. 被引量:29
  • 2徐庆元.《城市生活垃圾无害化综合处理》研究报告[J].中国工程物理研究院内部资料,1997,11.
  • 3华振明 高忠爱 等.《固体废弃物的处理与处置》(修订版)[M].高等教育出版社,..
  • 4吴香尧.《城市生活垃圾堆肥化处理的现状、问题及解决途径初探》.四川省第一届固体废弃物处理技术交流会文集[M].,1998,10..
  • 5冯明谦.《动态发酵工艺参数》.四川省第一届固体废弃物处理技术交流会文集[M].,1998,10..
  • 6[1]Baldasano J M, Soriano C. Emission of greenhouse gases from anaerobic digestion processes: Comparison with other municipal solid waste treatments[J]. Wat Sci Tech, 2000,41(3): 15-18.
  • 7[2]W Edelman, et al. Ecological, energetic and economic comparison of anaerobic digestion with different competing technologies to treat biogenic wastes[J]. Wat Sci Tech, 2000, 41(3): 263-274.
  • 8[3]H. Kubler, et al. Full scale co-digestion of organic waste[J]. Wat. Sci. Tech, 2000,41(3): 195-202.
  • 9[4]Siegrist H, et al. Mathematical modelling of anaerobic mesophilic sewage sludge treatment[J]. Water Sci Technol, 1993, 27 (2): 25-36.
  • 10[5]J. Mata-Alvarez, et al. 1999. Anaerobic digestion of organic solid wastes: An overview of research achievements and perspectives. Bioresource Technology 74 (2000) 3-16.

共引文献138

同被引文献81

引证文献4

二级引证文献37

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部