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首页> 外文期刊>Environmental Science: Water Research & Technology >Iron-electrocoagulation as a disinfection byproduct control strategy for drinking water treatment
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Iron-electrocoagulation as a disinfection byproduct control strategy for drinking water treatment

机译:铁电凝作为饮用水处理的消毒副产品控制策略

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摘要

Disinfection byproducts (DBPs) result from reactions between oxidizing disinfectants, e.g., free chlorine, and DBP precursors such as natural organic matter (NOM). Electrocoagulation (EC) has potential as an effective DBP precursor removal strategy for decentralized water treatment and small drinking water utilities as it features similar removal trends compared to conventional coagulation, without alkalinity consumption, while also generating coagulant in situ by anodic dissolution of iron electrodes. However, studies assessing DBP formation in drinking water following EC treatment are lacking. This research evaluated EC as a DBP precursor removal strategy by quantifying reductions in total trihalomethane (TTHM) formation potential as a function of electrolysis time (2.5-17.5 min), pH (6-9.1), and the type of NOM treated (5-9.1 mg-C per L spiked as humic acid, fulvic acid, or NOM, or initially present in the Milwaukee River). Using doses of approximately 35 mg-Fe per L, EC performed similarly to conventional coagulation when the water matrices were at the same pH. As pH decreased, shorter EC electrolysis times were needed to decrease TTHM formation potential to meet the U.S. Environmental Protection Agency maximum contaminant level for TTHMs. EC decreased the mean specific TTHM formation potential (mu g-TTHM per mg-C) of every NOM source, thereby demonstrating that the residual NOM following EC treatment formed less DBPs per unit carbon compared to the influent water.
机译:消毒副产品(DBPS)由氧化消毒剂,例如游离氯和DBP前体如天然有机物(NOM)之间的反应产生。电凝(EC)具有作为分散水处理和小饮用水公用事业的有效DBP前体去除策略,因为它具有与常规凝结相比类似的去除趋势,而没有碱度消耗,同时通过铁电极的阳极溶解地产生凝结剂。然而,缺乏EC治疗后评估饮用水中DBP形成的研究。该研究通过定量总三甲烷(TTHM)形成电位的减少作为电解时间(2.5-17.5分钟),pH(6-9.1)和NOM治疗的类型(5- - )来评估EC作为DBP前体除去策略。 9.1 mg-c每l尖刺为腐殖酸,ulvic酸或Nom,或最初存在于密尔沃基河中)。使用约35mg-Fe的剂量每L,EC与常规凝结相同,当水基质处于相同的pH时。作为pH降低,需要较短的EC电解时间来减少TTHM形成潜力,以满足美国的最大污染水平。 EC减少了每个NOM源的平均特异性TTHM形成电位(MU G-TTHM / mg-C),从而证明与流入水相比,EC处理的残留NOM按照每单位碳的较少的Dbps。

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    Marquette Univ Dept Civil Construct & Environm Engn 1637 W Wisconsin Ave Milwaukee WI 53233 USA;

    Marquette Univ Dept Civil Construct & Environm Engn 1637 W Wisconsin Ave Milwaukee WI 53233 USA;

    Marquette Univ Dept Civil Construct & Environm Engn 1637 W Wisconsin Ave Milwaukee WI 53233 USA;

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