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厭氧顆粒污泥人工床層快速培養(yǎng)與吸附動(dòng)力學(xué)分析
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吉林省環(huán)保廳科研項(xiàng)目(吉環(huán)科字2009-13號(hào))和吉林市科技計(jì)劃項(xiàng)目(201232404)


Rapid Cultivation of Anaerobic Granular Sludge within Artificial Sludge Bed and Analysis of Adsorption Kinetics
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    摘要:

    為加快顆粒污泥的形成速率,,解決顆粒污泥培養(yǎng)時(shí)間長(zhǎng),、污泥活性差的問(wèn)題,,通過(guò)向厭氧池中加入人工污泥床層快速培養(yǎng)厭氧顆粒污泥,,實(shí)現(xiàn)厭氧顆粒污泥培養(yǎng)的可控性。采用電子掃描電鏡對(duì)培養(yǎng)好的厭氧顆粒污泥微觀形態(tài)進(jìn)行觀察,,通過(guò)電子顯微鏡觀察顆粒污泥形態(tài)變化,,確定顆粒污泥分形維數(shù),。以顆粒污泥的數(shù)量分布,、平均粒徑,、含水率為表征參數(shù),建立厭氧顆粒污泥的吸附動(dòng)力學(xué)模型,。結(jié)果表明,,厭氧顆粒污泥附著在人工污泥床層上,由于人工污泥床層均勻分布使得形成粒徑為4~5mm的厭氧顆粒污泥質(zhì)量占總污泥質(zhì)量的80%,,分形維數(shù)在2.68~2.83之間,,顆粒輪廓清晰,顆粒污泥在水力負(fù)荷達(dá)到5kg/(L·d)時(shí),,人工污泥床層上形成的顆粒污泥質(zhì)量濃度仍保持在5.84kg/m3,,顆粒污泥耐沖擊能力強(qiáng),;針對(duì)吸附在人工污泥床層上的厭氧顆粒污泥建立吸附動(dòng)力學(xué)模型,,發(fā)現(xiàn)反應(yīng)池中污泥的內(nèi)循環(huán)可以促進(jìn)厭氧顆粒污泥的形成,當(dāng)厭氧反應(yīng)池任意斷面顆粒污泥向上和向下的污泥濃度之比為0.8~0.9時(shí),,形成的厭氧顆粒污泥吸附性能最強(qiáng),。

    Abstract:

    The installation of artificial sludge blanket layer to the anaerobic ponds has accelerated the sludge formation rates, shortened the cultivation time and improved the sludge activity. It also enhances the operability of the formation process of the anaerobic granular sludge.The impacts on the formation of anaerobic granular sludge from the artificial sludge bed and the mechanisms of granular sludge adsorption were investigated. Scanning electron microscope (SEM) was used to measure the shapes of the anaerobic granular sludge and furthermore determine their fractal dimension. A granular sludge adsorption model was developed based on the distribution patterns, average particle sizes and water contents of the granular sludge. Results show that when attached to the artificial sludge blanket layer, the anaerobic granular sludge was evenly distributed across the layer, with particle sizes between 4mm and 5mm, and made up to 80% of the total sludge in the system. Under the SEM, their shapes were clearly observed and their fractal dimensions were between 2.68 and 2.83. Results also show strong stability of granular sludge on the artificial sludge layer. When the hydraulic loading rate reached 5kg/(L·d), they still maintained an average concentration of 5.84kg/m3. Results from the granular sludge adsorption model indicated that the internal circulation of the sludge inside the reaction pond can stimulate the formation of the anaerobic granular sludge. Peak adsorption capacity of the anaerobic granular sludge was achieved when the concentration ratio of upflow/downflow sludge fell between 0.8 and 0.9. This study will provide a reference to the formation of anaerobic granular sludge for the industrial treatment of wastewater with high organic concentrations.

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施云芬,孫萌,張更宇.厭氧顆粒污泥人工床層快速培養(yǎng)與吸附動(dòng)力學(xué)分析[J].農(nóng)業(yè)機(jī)械學(xué)報(bào),2016,47(9):227-233. Shi Yunfen, Sun Meng, Zhang Gengyu. Rapid Cultivation of Anaerobic Granular Sludge within Artificial Sludge Bed and Analysis of Adsorption Kinetics[J]. Transactions of the Chinese Society for Agricultural Machinery,2016,47(9):227-233.

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  • 收稿日期:2016-03-11
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  • 在線發(fā)布日期: 2016-09-10
  • 出版日期: 2016-09-10
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