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Combined Coagulation and Ultrafiltration Process to Counteract Increasing NOM in Brown Surface Water

机译:混凝和超滤相结合的方法来抵消棕色地表水中NOM的增加

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Membrane hybrid processes—coagulation coupled with ultrafiltration (UF)—have become a common method to comply with the legal, chemical, and microbiological requirements for drinking water. The main advantages of integrating coagulation with membrane filtration are the enhanced removal of natural organic matter (NOM) and reduced membrane fouling. With in-line coagulation, coagulants are patched into the feed stream directly prior to the membrane process, without removing the coagulated solids. Compared with conventional coagulation/sedimentation, in-line coagulation/membrane reduces the treatment time and footprint. Coagulant dosing could be challenging in raw water of varying quality; however, with relatively stable specific ultraviolet absorbance (SUVA), dosing can be controlled. Recent studies indicate that UV absorbance correlates well with humic substances (HS), the major fraction to be removed during coagulation. This paper describes and evaluates a 30-month UF pilot trial on the surface water of Lake Neden (Sweden), providing drinking water to 60,000 residents. In this study, automatic coagulant dosing based on online measurement was successfully applied. Online sensor data were used to identify the current optimal aluminium coagulation conditions (0.5–0.7 mg L ?1 ) and the potential boundaries (0.9–1.2 mg L ?1 ) for efficient future (2040) NOM removal. The potential increase in NOM could affect the Al dose and drinking water quality significantly within 20 years, should the current trends in dissolved organic carbon (DOC) prevail. UV absorbance, the freshness index, and liquid chromatography-organic carbon detection (LC-OCD) measurements were used to optimise the process. Careful cross-calibration of raw and filtered samples is recommended when using online sensor data for process optimisation, even in low-turbidity water (formazin nephelometric unit (FNU) < 5).
机译:膜混合工艺(混凝与超滤(UF))已成为满足饮用水的法律,化学和微生物要求的常用方法。将混凝与膜过滤相结合的主要优点是增强了对天然有机物(NOM)的去除并减少了膜的结垢。使用在线凝结时,凝结剂会在膜处理之前直接加入进料流中,而不会除去凝结的固体。与常规混凝/沉淀相比,在线混凝/膜减少了治疗时间和占地面积。在不同质量的原水中,混凝剂的投加可能具有挑战性。但是,由于具有相对稳定的比紫外线吸收率(SUVA),可以控制剂量。最近的研究表明,紫外线吸收与腐殖质(HS)密切相关,腐殖质是在凝结过程中要去除的主要部分。本文描述并评估了为期30个月的超滤试点项目,该项目对瑞典内登湖(瑞典)的地表水提供了60,000居民饮用水。在这项研究中,成功​​应用了基于在线测量的自动凝结剂投加。在线传感器数据用于确定当前最佳的铝凝结条件(0.5–0.7 mg L?1)和潜在的边界(0.9–1.2 mg L?1),以有效地去除未来(2040)NOM。如果当前溶解有机碳(DOC)的趋势流行,则潜在的NOM升高会在20年内显着影响铝剂量和饮用水质量。紫外线吸收率,新鲜度指数和液相色谱-有机碳检测(LC-OCD)测量用于优化工艺。当使用在线传感器数据进行过程优化时,即使在低浊度的水中(福尔马星浊度单位(FNU)<5),也建议对原始样品和过滤后的样品进行仔细的交叉校准。

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