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不同初始硝酸盐浓度引发的部分反硝化作用下的养分去除特性

Characteristics of nutrients removal under partial denitrification initiated by different initial nitrate concentration.

作者信息

Peng Zhaoxu, Lou Tianyu, Jiang Kun, Niu Ningqi, Wang Ju, Liu Ao

机构信息

School of Water Conservancy and Engineering, Zhengzhou University, Zhengzhou, 450001, China.

出版信息

Bioprocess Biosyst Eng. 2021 Oct;44(10):2051-2059. doi: 10.1007/s00449-021-02582-y. Epub 2021 May 16.

DOI:10.1007/s00449-021-02582-y
PMID:33993384
Abstract

The partial denitrification (PD) is a very promising process developed in the last decade, to study the comprehensive influence of influent carbon to nitrogen (C/N) on the activated sludge system under PD, six sequencing batch reactors (SBRs) were operated in parallel at C/N of 2.75, 3.30, 4.13, 5.50, 8.25 and 16.50, the nitrogen removal, phosphorus removal and sludge settleability of PD were investigated. The results showed that PD was observed treating synthetic wastewater in all the six SBRs, and the nitrite accumulation rate (NAR) was highest at C/N of 5.50 (NAR of 82.30%). However, due to the alternate inhibition of NO-N and free nitrous acid (FNA) produced by a limited carbon source, both the sludge settleability and phosphorus removal deteriorated. The average SVI at C/N of 8.25 was 130% lower than C/N of 3.30, and the average amount of PO-P released at C/N of 16.5 was 189% higher than C/N of 2.75. Kinetic analysis showed that the denitrification kinetics of PD and complete denitrification were similar, and the nitrite accumulation was caused by the difference between nitrate reduction rate and nitrite reduction rate. Variations of on-line parameters (pH and ORP) revealed that nitrite accumulation could be indicated by judging the nitrate turning point and nitrite turning point on pH and ORP curves, which provided guidance for the setup of PD.

摘要

部分反硝化(PD)是过去十年中开发的一个非常有前景的工艺。为了研究进水碳氮比(C/N)对部分反硝化活性污泥系统的综合影响,六个序批式反应器(SBR)在C/N分别为2.75、3.30、4.13、5.50、8.25和16.50的条件下平行运行,研究了部分反硝化的脱氮、除磷和污泥沉降性能。结果表明,在所有六个SBR中处理合成废水时均观察到部分反硝化现象,且在C/N为5.50时亚硝酸盐积累率(NAR)最高(NAR为82.30%)。然而,由于有限碳源产生的NO-N和游离亚硝酸(FNA)的交替抑制作用,污泥沉降性能和除磷效果均变差。C/N为8.25时的平均污泥体积指数(SVI)比C/N为3.30时低130%,C/N为16.5时的平均PO-P释放量比C/N为2.75时高189%。动力学分析表明,部分反硝化和完全反硝化的反硝化动力学相似,亚硝酸盐积累是由硝酸盐还原速率和亚硝酸盐还原速率的差异引起的。在线参数(pH和氧化还原电位(ORP))的变化表明,通过判断pH和ORP曲线上的硝酸盐转折点和亚硝酸盐转折点可以指示亚硝酸盐积累,这为部分反硝化的设置提供了指导。

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本文引用的文献

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Partial denitrification providing nitrite: Opportunities of extending application for anammox.部分反硝化提供亚硝酸盐:扩展厌氧氨氧化应用的机会。
Environ Int. 2019 Oct;131:105001. doi: 10.1016/j.envint.2019.105001. Epub 2019 Jul 20.
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Using kinetics and modeling to predict denitrification fluxes in elemental-sulfur-based biofilms.利用动力学和建模预测基于单质硫的生物膜中的反硝化通量。
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