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臭氧减少污泥:剂量反应效应的见解和建模。

Sludge reduction by ozone: Insights and modeling of the dose-response effects.

机构信息

Universidad Autónoma del Estado de México (UAEM, CIRA), col. Centro, C.P. 50000, Toluca, Mexico.

Universidad Autónoma del Estado de México (UAEM, CIRA), col. Centro, C.P. 50000, Toluca, Mexico.

出版信息

J Environ Manage. 2018 Jan 15;206:103-112. doi: 10.1016/j.jenvman.2017.10.023. Epub 2017 Oct 20.

DOI:10.1016/j.jenvman.2017.10.023
PMID:29059565
Abstract

Applying ozone to the return flow in an activated sludge (AS) process is a way for reducing the residual solids production. To be able to extend the activated sludge models to the ozone-AS process, adequate prediction of the tri-atoms effects on the particulate COD fractions is needed. In this study, the biomass inactivation, COD mineralization, and solids dissolution were quantified in batch tests and dose-response models were developed as a function of the reacted ozone doses (ROD). Three kinds of model-sludge were used. S1 was a lab-cultivated synthetic sludge with two components (heterotrophs X and X). S2 was a digestate of S1 almost made by the endogenous residues, X. S3 was from a municipal activated sludge plant. The specific ozone uptake rate (SOUR, mgO/gCOD.h) was determined as a tool for characterizing the reactivity of the sludges. SOUR increased with the X fraction and decreased with more X. Biomass inactivation was exponential (e) as a function of the ROD doses. The percentage of solids reduction was predictable through a linear model (C + Y ROD), with a fixed part due to mineralization (C) and a variable part from the solubilization process. The parameters of the models, i.e. the inactivation and the dissolution yields (β, 0.008-0.029 (mgO/mgCOD) vs Y, 0.5-2.8 mg COD/mgO) varied in magnitude, depending on the intensity of the scavenging reactions and potentially the compactness of the flocs for each sludge.

摘要

向活性污泥(AS)工艺的回流中施加臭氧是减少剩余固体产量的一种方法。为了能够将活性污泥模型扩展到臭氧-AS 工艺,需要对臭氧三原子对颗粒 COD 分数的影响进行充分预测。在这项研究中,通过批处理试验量化了生物量失活、COD 矿化和固体溶解,并开发了剂量-响应模型,作为反应臭氧剂量(ROD)的函数。使用了三种模型污泥。S1 是一种由两种成分(异养菌 X 和 X)组成的实验室培养合成污泥。S2 是 S1 的消化物,几乎由内源性残留物 X 组成。S3 来自城市活性污泥厂。比臭氧需氧量(SOUR,mgO/gCOD.h)被确定为表征污泥反应性的工具。SOUR 随 X 分数的增加而增加,随更多 X 的增加而减少。生物量失活与 ROD 剂量呈指数(e)关系。通过线性模型(C + Y ROD)可预测固体减少的百分比,其中固定部分是由于矿化(C),可变部分是由于溶解过程。模型的参数,即失活和溶解产率(β,0.008-0.029(mgO/mgCOD)与 Y,0.5-2.8 mg COD/mgO),取决于每种污泥的猝灭反应强度和潜在的絮体紧密度。

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