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[盐度对中试规模厌氧氨氧化工艺脱氮性能及其回收动力学的影响]

[Effect of Salinity on Nitrogen Removal Performance of a Pilot-scale Anaerobic Ammonia Oxidation Process and Its Recovery Kinetics].

作者信息

Tang Jia-Jia, Yu De-Shuang, Wang Xiao-Xia, Chen Guang-Hui, Zhang Jun, Zhao Hong, Han Chang-Min

机构信息

School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China.

Wuhan Kaidi Electric Power Environmental Co., Ltd., Wuhan 430023, China.

出版信息

Huan Jing Ke Xue. 2018 Nov 8;39(11):5081-5089. doi: 10.13227/j.hjkx.201804084.

Abstract

The denitrification characteristics of anaerobic ammonia oxidizing bacteria (AnAOB) treating high salinity wastewater were investigated in an pilot-scale anaerobic sequencing batch reactor (ASBR, 530 L) by gradually increasing the Cl concentration. The results showed that AnAOB can adapt to the high salinity (Cl concentration of 10000 mg·L) environment for high-efficiency denitrification by means of gradual salinity acclimation and total nitrogen (TN) removal rate of up to 92.3%. In particular, the denitrification performance was influenced by two gradients of Cl concentrations, namely 6000 mg·L and 10000 mg·L, but it could be gradually recovered as the acclimatization process continued. The modified Boltzmann model accurately fit the activity recovery process of AnAOB after being inhibited by the different salinities, and the correlation coefficient was above 0.96. The fitted recovered median values for Cl concentrations of 6000 mg·L and 10000 mg·L were 28.765 d and 44.495 d. NRR for these concentrations was 0.145 kg·(m·d) and 0.212 kg·(m·d), and NRR was 0.021 kg·(m·d) and 0.085 kg·(m·d), respectively. After salinity acclimation, the dominant bacteria of AnAOB were and (the abundances were 14.76% and 2.7%, respectively), the granulation degree and sludge density increased to varying degrees, and the sludge color was reddish brown.

摘要

通过逐步提高Cl浓度,在中试规模的厌氧序批式反应器(ASBR,530 L)中研究了厌氧氨氧化细菌(AnAOB)处理高盐废水的反硝化特性。结果表明,通过逐步进行盐度驯化,AnAOB能够适应高盐(Cl浓度为10000 mg·L)环境进行高效反硝化,总氮(TN)去除率高达92.3%。特别是,反硝化性能受到6000 mg·L和10000 mg·L这两个Cl浓度梯度的影响,但随着驯化过程的持续,其性能可以逐渐恢复。修正的玻尔兹曼模型准确拟合了不同盐度抑制后AnAOB的活性恢复过程,相关系数高于0.96。Cl浓度为6000 mg·L和10000 mg·L时拟合的恢复中值分别为28.765 d和44.495 d。这些浓度下的NRR分别为0.145 kg·(m·d)和0.212 kg·(m·d),而NRR分别为0.021 kg·(m·d)和0.085 kg·(m·d)。盐度驯化后,AnAOB的优势菌为 和 (丰度分别为14.76%和2.7%),颗粒化程度和污泥密度有不同程度的提高,污泥颜色为红棕色。

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