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曝气控制、好氧 SRT 和 COD 输入对主流硝化/反硝化的影响。

Control of aeration, aerobic SRT and COD input for mainstream nitritation/denitritation.

机构信息

Civil and Environment Engineering Department, Old Dominion University, Norfolk, VA 23529, USA.

Civil and Environment Engineering Department, Virginia Tech, Blacksburg, VA 24060, USA.

出版信息

Water Res. 2014 Jun 15;57:162-71. doi: 10.1016/j.watres.2014.03.035. Epub 2014 Mar 26.

DOI:10.1016/j.watres.2014.03.035
PMID:24721663
Abstract

This work describes the development of an intermittently aerated pilot-scale process (V = 0.34 m(3)) operated without oxidized nitrogen recycle and supplemental carbon addition optimized for nitrogen removal via nitritation/denitritation. The aeration pattern was controlled using a novel aeration strategy based on set-points for reactor ammonia, nitrite and nitrate concentrations with the aim of maintaining equal effluent ammonia and nitrate + nitrite (NOx) concentrations. Further, unique operational and process control strategies were developed to facilitate the out-selection of nitrite oxidizing bacteria (NOB) based on optimizing the chemical oxygen demand (COD) input, imposing transient anoxia, aggressive solids retention time (SRT) operation towards ammonia oxidizing bacteria (AOB) washout and high dissolved oxygen (DO) (>1.5 mg/L). Sustained nitrite accumulation (NO2-N/NOx-N = 0.36 ± 0.27) was observed while AOB activity was greater than NOB activity (AOB: 391 ± 124 mgN/L/d, NOB: 233 ± 151 mgN/L/d, p < 0.001) during the entire study. The reactor demonstrated total inorganic nitrogen (TIN) removal rate of 151 ± 74 mgN/L/d at an influent COD/ [Formula: see text] -N ratio of 10.4 ± 1.9 at 25 °C. The TIN removal efficiency was 57  ±  25% within the hydraulic retention time (HRT) of 3 h and within an SRT of 4-8 days. Therefore, this pilot-scale study demonstrates that application of the proposed online aeration control is able to out-select NOB in mainstream conditions providing relatively high nitrogen removal without supplemental carbon and alkalinity at a low HRT.

摘要

这项工作描述了一种间歇曝气中试规模工艺(V=0.34m³)的开发,该工艺在没有氧化氮循环和补充碳添加的情况下运行,通过亚硝化/反硝化优化了氮去除。采用基于反应器氨、亚硝酸盐和硝酸盐浓度设定点的新型曝气策略来控制曝气模式,目的是保持相等的出水氨和硝酸盐+亚硝酸盐(NOx)浓度。此外,还开发了独特的操作和过程控制策略,以促进基于优化化学需氧量(COD)输入、施加短暂缺氧、对氨氧化菌(AOB)进行强烈的固体停留时间(SRT)操作以实现氨氧化菌(AOB)洗出和高溶解氧(DO)(>1.5mg/L)的亚硝酸盐氧化菌(NOB)的外选。在整个研究过程中,AOB 活性大于 NOB 活性(AOB:391±124mgN/L/d,NOB:233±151mgN/L/d,p<0.001)时,观察到持续的亚硝酸盐积累(NO2-N/NOx-N=0.36±0.27)。在 25°C 时,进水 COD/[Formula: see text]-N 比为 10.4±1.9 时,该反应器的总无机氮(TIN)去除率为 151±74mgN/L/d。在水力停留时间(HRT)为 3h 和 SRT 为 4-8 天的情况下,TIN 去除效率为 57±25%。因此,这项中试研究表明,应用所提出的在线曝气控制能够在主流条件下选出 NOB,在不添加补充碳和碱度的情况下,在低 HRT 下实现相对较高的氮去除。

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