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Critical assessment of anaerobic processes for continuous biohydrogen production from organic wastewater

机译:从有机废水中连续生产生物氢的厌氧工艺的关键评估

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摘要

Production of biohydrogen using dark fermentation has received much attention owing to the fact that hydrogen can be generated from renewable organics including waste materials. The key to successful application of anaerobic fermentation is to uncouple the liquid retention time and the biomass retention time in the reactor system. Various reactor designs based on biomass retention within the reactor system have been developed. This paper presents our research work on bioreactor designs and operation for biohydrogen production. Comparisons between immobilized-cell systems and suspended-cell systems based on biomass growth in the forms of granule, biofilm and floes were made. Reactor configurations including column- and tank-based reactors were also assessed. Experimental results indicated that formation of granules or biofilms substantially enhanced biomass retention which was found to be proportional to the hydrogen production rate. Rapid hydrogen-producing culture growth and high organic loading rate might limit the application of biofilm biohydrogen production, since excessive growth of fermentative biomass would result in washout of support carrier. It follows that column-based granular sludge process is a preferred choice of process for continuous biohydrogen production from organic wastewater, indicating maximum hydrogen yield of 1.7 mol-H_2/mol-glucose and hydrogen production rate of 6.8 L-H_2/L-reactor h.
机译:由于可以从包括废物在内的可再生有机物中产生氢,因此使用暗发酵生产生物氢倍受关注。成功应用厌氧发酵的关键是使反应器系统中的液体保留时间和生物质保留时间脱开。已经开发了基于生物质保留在反应器系统内的各种反应器设计。本文介绍了我们在生物反应器设计和生产生物氢的操作方面的研究工作。基于颗粒,生物膜和絮凝物形式的生物量增长,对固定细胞系统和悬浮细胞系统进行了比较。还评估了包括塔式和罐式反应器在内的反应器配置。实验结果表明,颗粒或生物膜的形成大大提高了生物质的保留能力,发现生物质的保留与氢的产生速率成比例。快速的产氢培养物生长和高有机负荷率可能会限制生物膜生物制氢的应用,因为发酵生物质的过度生长会导致载体载体被洗去。由此可见,基于柱的颗粒污泥工艺是从有机废水中连续生产生物氢的首选工艺,这表明最大氢产量为1.7 mol-H_2 / mol-葡萄糖,氢生产率为6.8 L-H_2 / L-反应器h 。

著录项

  • 来源
    《International journal of hydrogen energy》 |2010年第24期|p.13350-13355|共6页
  • 作者单位

    Faculty of Engineering and Green Technology, University Tunfeu Abdul Rahman, Jalan University, Bandar Barat, 31900 Kampar, Perak, Malaysia;

    Beijing Enterprises Water Group Limited, BLK 25, No. 3 Minzhuang Road, Beijing 100195, China;

    School of Civil and Environmental Engineering, Nanyang Technological University, Hanyang Avenue, Singapore 639798;

    Institute of Environmental Science and Engineering, Nanyang Technological University, Singapore 637723;

    Department of Chemical Engineering, National Taiwan University, Taipei, Taiwan, ROC;

    State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China;

    State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    granule; biofilm; continuous stirred tank reactor (CSTR); anaerobic fluidized bed reactor (AFBR);

    机译:颗粒;生物膜连续搅拌釜反应器(CSTR);厌氧流化床反应器(AFBR);
  • 入库时间 2022-08-18 00:29:29

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