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有机废物的厌氧生物处理。

Anaerobic bioprocessing of organic wastes.

机构信息

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出版信息

World J Microbiol Biotechnol. 1996 May;12(3):221-38. doi: 10.1007/BF00360919.

Abstract

Anaerobic digestion of dissolved, suspended and solid organics has rapidly evolved in the last decades but nevertheless still faces several scientific unknowns. In this review, some fundamentals of bacterial conversions and adhesion are addressed initially. It is argued in the light of ΔG-values of reactions, and in view of the minimum energy quantum per mol, that anaerobic syntrophs must have special survival strategies in order to support their existence: redistributing the available energy between the partners, reduced end-product fermentation reactions and special cell-to-cell physiological interactions. In terms of kinetics, it appears that both reaction rates and residual substrate thresholds are strongly related to minimum ΔG-values. These new fundamental insights open perspectives for efficient design and operation of anaerobic bioprocesses. Subsequently, an overview is given of the current anaerobic biotechnology. For treating wastewaters, a novel and high performance new system has been introduced during the last decade; the upflow anaerobic sludge blanket system (UASB). This reactor concept requires anaerobic consortia to grow in a dense and eco-physiologically well-organized way. The microbial principles of such granular sludge growth are presented. Using a thermodynamic approach, the formation of different types of aggregates is explained. The application of this bioprocess in worldwide wastewater treatment is indicated. Due to the long retention times of the active biomass, the UASB is also suitable for the development of bacterial consortia capable of degrading xenobiotics. Operating granular sludge reactors at high upflow velocities (5-6 m/h) in expanded granular sludge bed (EGSB) systems enlarges the application field to very low strength wastewaters (chemical oxygen demand < 1 g/l) and psychrophilic temperatures (10°C). For the treatment of organic suspensions, there is currently a tendency to evolve from the conventional mesophilic continuously stirred tank system to the thermophilic configuration, as the latter permits higher conversion rates and easier sanitation. Integration of ultrafiltration in anaerobic slurry digestion facilitates operation at higher volumetric loading rates and at shorter residence times. With respect to organic solids, the recent trend in society towards source separated collection of biowaste has opened a broad range of new application areas for solid state anaerobic fermentation.

摘要

溶解态、悬浮态和固态有机物的厌氧消化在过去几十年中迅速发展,但仍面临着一些科学上的未知问题。在这篇综述中,首先讨论了细菌转化和附着的一些基本原理。根据反应的ΔG 值以及每个摩尔的最小能量量子,我们认为厌氧共生物必须具有特殊的生存策略来支持其存在:在合作伙伴之间重新分配可用能量、减少末端产物发酵反应以及特殊的细胞间生理相互作用。就动力学而言,似乎反应速率和残留底物阈值都与最小ΔG 值密切相关。这些新的基本见解为高效设计和运行厌氧生物工艺开辟了新的前景。随后,对当前的厌氧生物技术进行了概述。在处理废水方面,过去十年中引入了一种新型、高性能的新系统——上流式厌氧污泥床系统(UASB)。这种反应器概念要求厌氧生物群落以密集和生态生理学上组织良好的方式生长。介绍了这种颗粒污泥生长的微生物原理。利用热力学方法,解释了不同类型聚集体的形成。展示了该生物过程在全球废水处理中的应用。由于活性生物量的保留时间较长,UASB 也适用于开发能够降解异生物质的细菌群落。在膨胀颗粒污泥床(EGSB)系统中以高上流速度(5-6 m/h)运行颗粒污泥反应器,将应用领域扩大到非常低强度的废水(化学需氧量<1 g/l)和低温(10°C)。对于有机悬浮液的处理,目前从传统的中温连续搅拌槽系统向高温配置的趋势演变,因为后者允许更高的转化率和更容易的卫生处理。在厌氧泥浆消化中集成超滤可提高容积负荷率并缩短停留时间。就有机固体而言,社会最近对生物废物进行源头分类收集的趋势为固态厌氧发酵开辟了广泛的新应用领域。

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