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紫外吸收监测用于去除水质变化中的 DB P 前体:再探强化混凝。

Ultraviolet absorbance monitoring for removal of DBP-precursor in waters with variable quality: Enhanced coagulation revisited.

机构信息

Département de Génie Civil et de Génie des Eaux, Université Laval, 1065, Avenue de la Médecine, Québec, QC G1V 0A6, Canada.

Department of Civil Engineering, University of Victoria, PO Box 1700, STN CSC, 3800 Finnerty Road, Victoria, B.C. V8W 2Y2, Canada.

出版信息

Sci Total Environ. 2020 May 15;717:137225. doi: 10.1016/j.scitotenv.2020.137225. Epub 2020 Feb 8.

Abstract

Enhanced coagulation can be an effective way to reduce disinfection by-product (DBP) precursor concentrations. Where turbidity is not extremely high, the natural organic matter concentration evaluated by total or dissolved organic carbon concentration or UV absorbance is known to be the most important factor for determining the adequate coagulant dose. Yet, treatment plant operators are often faced with difficult decisions when it comes to coagulant dosages: Should coagulation efforts and coagulant doses be consistent year-round when water quality changes seasonally? Should the coagulant dose be increased when DBP standards are not met, or has the maximum removal of DBP precursors been reached? The objective and novelty of this study is to revisit the concept of enhanced coagulation and to determine optimal coagulation guidelines based not just on the removal of common indicators such as DOC but on the removal of actual DBP precursors. Jar-tests (for DBP precursor removal evaluation) using alum were conducted under a range of conditions on 8 different natural/synthetic waters with varying physicochemical characteristics for subsequent chlorination over 48 h (for DBP formation potential). A coagulant-dose adjustment strategy based on UV254 monitoring was also implemented at a full-scale facility. Results show that, for the wide range of waters tested, an alum/UV254 stoichiometric dose of 180 ± 25 mg alum cm/L represents a point of diminishing return (i.e. it maximises DBP precursor removal). Another original result of this work is that this dose is applicable and equally efficient in all seasons, despite changes in water quality. For utilities with similar raw waters, this means that coagulation efforts should be proportional to the UV254 of the raw water, regardless of the season.

摘要

增强混凝可以有效降低消毒副产物(DBP)前体物浓度。当浊度不是非常高时,总有机碳(TOC)或溶解性有机碳(DOC)浓度或紫外吸光度(UV)所评估的天然有机物浓度是决定所需混凝剂量的最重要因素。然而,对于混凝剂剂量,处理厂的操作人员经常面临艰难的决策:当水质随季节变化时,是否应全年保持一致的混凝效果和剂量?当未达到 DBP 标准时,是否应增加混凝剂剂量,或者是否已达到 DBP 前体物的最大去除率?本研究的目标和新颖性在于重新审视增强混凝的概念,并确定最佳的混凝指南,不仅要基于 DOC 等常见指标的去除率,还要基于实际 DBP 前体物的去除率。在 8 种具有不同理化特性的天然/合成水中进行了一系列 jar 试验(用于评估 DBP 前体物去除),使用硫酸铝作为混凝剂,在不同条件下进行,随后进行 48 小时的氯化(用于 DBP 生成潜力评估)。还在一个全规模的设施中实施了基于 UV254 监测的混凝剂剂量调整策略。结果表明,对于所测试的广泛范围的水样,硫酸铝/UV254 化学计量剂量为 180 ± 25 mg 硫酸铝 cm/L 表示收益递减点(即,最大程度地去除 DBP 前体物)。这项工作的另一个原创结果是,尽管水质发生变化,该剂量在所有季节都适用且同样有效。对于具有类似原水的公用事业,这意味着无论季节如何,混凝效果都应与原水的 UV254 成正比。

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