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Using an extended activated sludge model to simulate nitrite and nitrate variations in TNCU2 process

机译:使用扩展的活性污泥模型来模拟TNCU2工艺中的亚硝酸盐和硝酸盐变化

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摘要

In this study, an extended activated sludge model was established to describe the transformation of nitrite (S_(NO_2)), nitrate (S_(NO_3)) and other components in TNCU2 process (National Central University of Taiwan No. 2) that consisted of anaerobic, oxic, anoxic, oxic zones in sequence. The significant differences between this extended model and other models were that two-stage nitrification, multi-stage denitrification, and phosphorus removal were taken into account simultaneously. The results indicated that the growth rate constants of X_(AOB) and X_(NOB) were 1.4 and 0.4 d~(-1), respectively. Y_(AOB) value was 0.14 and Y_(NOB) value was 0.04. According to model simulation, the heterotrophic microorganism (X_H). phosphorus accumulating organism (X_(PAO)), X_(AOB) and X_(NOB) concentrations were 1160-1322, 182-226, 21-26 and 13-17 mg l~(-1), respectively, in TNCU2 process. X_h,X_(PAO),X_(AOB), and X_(NOB) decreased in the anaerobic tanks because of the lysis reaction. Then X_H,X_(PAO),X_(AOB). and X_(NOB) increased in the aerobic tanks due to aerobic growth. X_H,X_(PAO),X_(AOB), and X_(NOB) increased in quantities by about 5%, 6%, 6% and 4% in the first aerobic tank and decreased in quantities by about 12%, 19%, 20% and 19% in the anoxic tank in which the step feeding influent flowed. The ratio of total nitrifying species to total active biomass was about 3% in each tank.
机译:在这项研究中,建立了扩展的活性污泥模型,以描述TNCU2工艺(台湾国立中央大学第2号)中亚硝酸盐(S_(NO_2)),硝酸盐(S_(NO_3))和其他组分的转化。依次为厌氧,有氧,缺氧,有氧区。该扩展模型与其他模型之间的显着差异是同时考虑了两阶段硝化,多阶段反硝化和除磷。结果表明,X_(AOB)和X_(NOB)的生长速率常数分别为1.4 d〜(-1)和0.4 d〜(-1)。 Y_(AOB)值为0.14,Y_(NOB)值为0.04。根据模型仿真,发现了异养微生物(X_H)。在TNCU2过程中,磷累积生物(X_(PAO)),X_(AOB)和X_(NOB)的浓度分别为1160-1322、182-226、21-26和13-17 mg l〜(-1)。由于裂解反应,厌氧罐中的X_h,X_(PAO),X_(AOB)和X_(NOB)降低。然后X_H,X_(PAO),X_(AOB)。由于有氧生长,需氧池中的X_(NOB)增加。 X_H,X_(PAO),X_(AOB)和X_(NOB)在第一个有氧罐中的数量分别增加了5%,6%,6%和4%,而数量减少了约12%,19%,分步进水流入的缺氧池中有20%和19%。在每个池中,总硝化物种与总活性生物质的比率约为3%。

著录项

  • 来源
    《Applied Mathematical Modelling》 |2009年第11期|4259-4268|共10页
  • 作者单位

    Department of Environmental Engineering and Management, Chaoyang University of Technology, Wufong, Taichung 41349, Taiwan, ROC;

    Department of Civil Engineering, Ming Hsin University of Science and Technology, Hsinchu 304, Taiwan, ROC;

    Department of Environmental and Safety Engineering, National Yunlin University of Science and Technology, Douliou, Yunlin 64002, Taiwan, ROC;

    Department of Environmental Engineering and Management, Chaoyang University of Technology, Wufong, Taichung 41349, Taiwan, ROC;

    Department of Civil Engineering, National Chi Nan University, PuLi, Nantou 545, Taiwan, ROC;

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

    TNCU2; biological nutrient removal (BNR); activated sludge model No. 2d (ASM2d); ammonia oxidizing bacteria (AOB); nitrite oxidizing bacteria (NOB);

    机译:TNCU2;生物营养去除(BNR);2d型活性污泥(ASM2d);氨氧化细菌(AOB);亚硝酸盐氧化细菌(NOB);
  • 入库时间 2022-08-18 03:00:17

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