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Total nitrogen removal in a hybrid, membrane-aerated activated sludge process

机译:混合膜曝气活性污泥工艺中的总氮去除

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The hybrid (suspended and attached growth) membrane biofilm process (HMBP) is a novel method to achieve total nitrogen removal from wastewater. Air-filled hollow-fiber membranes are incorporated into an activated sludge tank, and a nitrifying biofilm develops on the membranes, producing nitrite and nitrate. By suppressing bulk aeration, the bulk liquid becomes anoxic, and the nitrateitrite can be reduced with influent BOD. The key feature that distinguishes the HMBP from other membrane-aerated processes is that it is hybrid; heterotrophic bacteria are kept mainly in suspension by maintaining low bulk liquid BOD concentrations. We investigated the HMBP's performance under a variety of BOD and ammonium loadings, and determined the dominant mechanisms of nitrogen removal. Suspended solids increased with the BOD loadings, maintaining low bulk liquid BOD concentrations. As a result, nitrification rates were insensitive to the BOD loadings, remaining at 1 gN m~(-2) day~(-1) for BOD loadings ranging from 4 to 17 gBOD m~(-2) day~(-1). Nitrification rates decreased during short-term spikes in bulk liquid BOD concentrations. Shortcut nitrogen removal was confirmed using microsensor measurements, showing that nitrite was the dominant form of oxidized nitrogen produced by the biofilm. Fluorescence in situ hybridization (FISH) showed that ammonia oxidizing bacteria (AOB) were dominant throughout the biofilm, while nitrite oxidizing bacteria (NOB) were only present in the deeper regions of the biofilm, where the oxygen concentration was above 2 mg/L. Denitrification occurred mainly in the suspended phase, instead of in the biofilm, decreasing the potential for biofouling. When influent BOD concentrations were sufficiently high, full denitrification occurred, with total nitrogen (TN) removal approaching 100%. These results suggest that the process is well-suited for achieving concurrent BOD and TN removal in activated sludge.
机译:混合(悬浮和附着生长)膜生物膜工艺(HMBP)是一种实现废水中总氮去除的新方法。将空气填充的中空纤维膜结合到活性污泥池中,并在膜上形成硝化生物膜,产生亚硝酸盐和硝酸盐。通过抑制大量的通气,大量的液体变成缺氧的,并且可以通过流入的BOD还原硝酸盐/亚硝酸盐。 HMBP与其他膜充气工艺的主要区别在于它是杂种。异养细菌主要通过保持较低的散装液体BOD浓度而保持悬浮状态。我们研究了在各种BOD和铵负载下HMBP的性能,并确定了脱氮的主要机理。悬浮固体随BOD含量的增加而增加,保持较低的散装液体BOD浓度。结果,硝化速率对BOD负荷不敏感,对于4至17 gBOD m〜(-2)天〜(-1)的BOD负荷,硝化速率保持在1 gN m〜(-2)天〜(-1)。 。短期内大量液体BOD浓度上升时,硝化率降低。使用微传感器测量证实了氮的捷径去除,表明亚硝酸盐是生物膜产生的氧化氮的主要形式。荧光原位杂交(FISH)表明,氨氧化细菌(AOB)在整个生物膜中占主导地位,而亚硝酸盐氧化细菌(NOB)仅存在于生物膜的较深区域,其中氧浓度高于2 mg / L。反硝化作用主要发生在悬浮相中,而不是在生物膜中,从而降低了生物污染的可能性。当进水BOD浓度足够高时,就会发生完全反硝化,总氮(TN)去除率接近100%。这些结果表明该工艺非常适合于同时去除活性污泥中的BOD和TN。

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