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Robustness and Related Concepts for Climate Adaptation in Drinking Water Treatment Systems
Pub Date : 2025-02-20 DOI: 10.1002/aws2.70017
Kirti S. Nemani, Sigrid Peldszus, Peter M. Huck

Climate change intensifies extreme weather events, potentially posing significant challenges to the quality and quantity of surface water available for drinking water treatment. Quantifying and substantiating a treatment system's capacity and vulnerability in handling a range of raw water conditions is crucial for preparing for future climate scenarios. Concepts like resilience and reliability and related tools have been applied to drinking water treatment plants (DWTPs), but often fail to capture the operational boundaries of treatment processes. Robustness offers a complementary approach, focusing on the range of conditions a system can effectively manage, thereby laying the foundation for improving the system and thus bridging a critical gap in adaptation strategies. This review examines the interconnections between robustness, resilience, reliability, risk, and vulnerability, providing tailored definitions for DWTPs. It also introduces visual diagrams to further illustrate their link and collective role in climate adaptation planning.

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引用次数: 0
Lithium Removal From Drinking Water
Pub Date : 2025-02-10 DOI: 10.1002/aws2.70016
Asher E. Keithley, Page Jordan, Christy Muhlen, Matthew Pinelli, Darren A. Lytle

Lithium (Li) is listed on the U.S. Environmental Protection Agency's fifth Contaminant Candidate List (CCL 5), and its occurrence in drinking water is being quantified under the fifth Unregulated Contaminant Monitoring Rule (UCMR5). Little information is available on its removal from drinking water. The current study evaluated 19 historical pilot- and full-scale studies and conducted sampling at 13 water treatment plants. The 32 sites included 3 surface water and 29 groundwater sources, and 8 treatment process categories. Conventional surface water treatment, adsorptive media, biological aerobic groundwater treatment, and manganese removal filters were not effective at removing Li. Cation exchange sometimes achieved Li removal, but removals were inconsistent. Lime softening often removed 11%–54% Li, but treated water Li typically was > 10 μg/L. RO removed > 90% of Li, although finished water concentrations depended on blending rates. This study fills a critical gap in evaluating Li treatability through the existing water treatment infrastructure.

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引用次数: 0
Automated Acquisition of Historical Water Distribution Pipe Repair Location Data
Pub Date : 2025-01-29 DOI: 10.1002/aws2.70015
Charles Scawthorn, Joseph McGlinchy, Keith Porter

We report an innovative method of extracting water distribution network (WDN) historical repair location data from images of paper repair data maps, to provide usable geo-referenced digitally formatted data. For most water utilities, repair location data typically fall into two eras: pre- and post-GIS, approximately corresponding to pre- and post-2000. Automated conversion of pre-2000 paper maps to a geo-referenced digital format provides additional data to clarify trends in pipe repair causative factors, such as material defects, corrosive or creeping soils, and traffic. We applied the methodology to more than 3,000 maps of the Los Angeles Department of Water and Power WDN, thereby extending the record of repairs backward from 2000 to 1975, almost doubling the number of repair records. The methodology's value, when using the resulting data for analysis, lies in the following: (a) large volumes of hard copy data can now be acquired in an automated manner, saving significant time and effort, (b) specific repair locations are accurately captured, resulting in (c) more reliable, confident, analyses, and results, (d) ongoing problem areas, due to corrosive or creeping soils for example, can be more specifically understood.

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引用次数: 0
Understanding the Cost of Basic Drinking Water Services in the United States: A National Assessment
Pub Date : 2025-01-23 DOI: 10.1002/aws2.70014
Sara Hughes, Christine J. Kirchhoff, Michelle Lee, David Switzer

The cost of basic drinking water services has implications for affordability, investment capacity, and public health. The fragmentation of drinking water services in the United States makes it difficult to reliably track and compare what customers pay for basic drinking water services. This paper uses a new, national dataset to examine the social, political, environmental, and institutional drivers of the cost of basic drinking water services, measured as the cost to households of 6000 gal of water per month. We find basic drinking water service costs vary widely across the United States. Costs are generally higher in smaller and more liberal cities and lower in places that rely on groundwater sources. Our findings provide a unique national perspective on variation in, and drivers of, the cost of basic water services and can inform efforts to improve the affordability, accessibility, and quality of drinking water services in the United States.

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引用次数: 0
Method Development, Interlaboratory Comparison, and Occurrence Study for 19 Taste and Odor Compounds by Solid-Phase Microextraction Gas Chromatography–Mass Spectrometry
Pub Date : 2025-01-07 DOI: 10.1002/aws2.70013
Hunter Adams, Sam Reeder, Katie Kohoutek, Christiane Hoppe-Jones, Susheera Pochiraju, Mark Southard, Keisuke Ikehata, Carlos A. Espindola Jr, Andrea M. Dietrich, Gary A. Burlingame, Daniel K. Nix, Ruth Marfil-Vega, Terry Jeffers, I. H. (Mel) Suffet, Michelle Ashman, Kandé Duncan, Eduardo Morales, William C. Lipps

Public water systems (PWSs) need robust taste and odor (T&O) methods for a diverse range of compounds to proactively monitor their systems from source to tap and make informed treatment decisions. In this study, Standard Method 6040D T&O compounds by solid-phase microextraction gas chromatography–mass spectrometry was revised to include 19 T&O compounds with various odor descriptors including earthy, musty, grassy, woody, fishy, septic, fruity, and sweet. An interlaboratory comparison was performed to determine method accuracy, precision, reproducibility, and ruggedness. Three laboratories achieved passing quality control (QC) acceptance criteria for all 19 compounds, and one laboratory achieved passing QC acceptance criteria for 14 compounds. In this article, occurrence data and method applications are also discussed, which will allow PWSs to monitor diverse classes of T&O compounds and make informed, proactive treatment decisions to maintain high aesthetic quality for their customers.

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引用次数: 0
Mixed Adsorbents: Synergic Effects Improve Problematic Compounds Removal During Drinking Water Treatment
Pub Date : 2025-01-07 DOI: 10.1002/aws2.70011
Katerina Sichrova, Lenka Cermakova, Katerina Novotna, Lenka Pivokonska, Veronika Zustakova, Martin Pivokonsky

This study investigated the adsorption using mixed adsorbents comprising different proportions of commercially available granular activated carbons (GACs) and compared their performance to single GACs for removing algal organic matter (AOM) and pesticides. In addition to diverse GAC ratios, the effects of adsorbent dosage and solution pH were investigated for AOM, pesticides, and an AOM-pesticide mixture. The mixed adsorbents can achieve overall higher removal of AOM and pesticides in a mixture. Surprisingly, even the removal of single adsorbates increased when mixed adsorbents were used. The AOM removal increased from 25%–29% using single GACs to 44% using a suitable adsorbent mixture; similarly, the pesticide removal increased from 52%–67% to 74%. The adsorbent ratio was the key influential factor. Additionally, the pH value also significantly affected the adsorption. Using a mixture of different adsorbents is a promising method for treating drinking water.

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引用次数: 0
Pilot-Scale Analysis of Stagnation and Flushing in Premise Plumbing
Pub Date : 2025-01-06 DOI: 10.1002/aws2.70012
Derek Hogue, McKenzie Steele, Treavor H. Boyer

Research has demonstrated that water quality degrades in commercial and institutional (C&I) building premise plumbing leading to increased risk to consumers. This study aimed to bridge the gap between real premise plumbing systems and theory by using a pilot scale pipe rig representative of C&I premise plumbing. The research examined changes in key water quality parameters, including chlorine, copper, trihalomethanes (THMs), and cellular ATP (cATP) across different flushing and stagnation conditions. Results indicated significant degradation during periods of stagnation found in real premise plumbing, with reductions in chlorine levels and increases in copper and THM concentrations. Conversely, flushing effectively renewed water quality, though the extent varied with system size and flow dynamics. Correlations were found between key water quality variables. The findings emphasize the need for strategic water management practices to mitigate risks associated with poor water quality in building plumbing systems.

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引用次数: 0
Impact of flocculated and softened particles on UV254 inactivation of indigenous spores
Pub Date : 2024-12-22 DOI: 10.1002/aws2.70010
Judith Straathof, Zuzana Bohrerova, Natalie M. Hull

US regulatory ultraviolet (UV) disinfection credit is typically granted when turbidity is ≤1 NTU. However, studies show turbidity does not always correlate well with UV dose responses. This study examined the impact of worst-case high turbidity scenarios at drinking water treatment plants on UV254 inactivation of indigenous spores from unfiltered source water and unsettled flocculation and softening steps. Flocculated water (turbidity = 6.49–164 NTU) had the lowest dose response with a significantly lower Geeraerd-tail maximum inactivation rate (kmax = 0.021 cm2/mJ) and higher residual population density (Nres = 7.081 SFU/mL). Raw source water (kmax = 0.027 cm2/mJ, Nres = 1.168 SFU/mL, turbidity = 0.978–215 NTU) and softened water (kmax = 0.030 cm2/mJ, Nres = 0.216 SFU/mL, turbidity = 318–495 NTU) had similar dose responses despite significantly different water quality. Particle size and the degree of particle-associated spores best explained the differences in dose responses. Almost all spores were associated with flocculated particles instead of free-floating, which increased tailing and negatively impacted UV inactivation. Based on regulatory reduction equivalent dose bias factors and UV sensitivities of spiked Bacillus subtilis spores, Cryptosporidium would be 4-log inactivated in these raw, flocculated, or softened waters if UV transmission were ≥65%, 90%, or 80%, respectively, even though turbidity was grossly >1 NTU. Depending on particle characteristics, partial inactivation credit when turbidity is >1 NTU should be considered to avoid high-tier violations while still protecting public health.

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引用次数: 0
Lithium in drinking water: Review of chemistry, analytical methods, and treatment technologies 饮用水中的锂:化学、分析方法和处理技术综述
Pub Date : 2024-12-17 DOI: 10.1002/aws2.70009
Julie A. Korak, Philip J. Brandhuber, Joseph E. Goodwill

Lithium was included in the fifth Unregulated Contaminants Monitoring Rule, signaling the Environmental Protection Agency's interest in regulating lithium. Many questions regarding occurrence, health effects, and treatability of lithium exist. This review primarily focuses on the relationship between lithium chemistry and treatability. Sampling indicates nationwide lithium occurrence in drinking water. Yet, lithium is not included in the Integrated Risk Information System, reflecting a lack of censuses regarding its health effects. Aqueous lithium is a monovalent cation with size, charge density, and solubility properties that present treatment challenges. Lithium's growing economic value is stimulating new extraction and isolation technologies, but these may not be transferable to drinking water treatment. Currently, reverse osmosis is the only full-scale drinking water treatment technology that can reliably remove significant levels (>50%) of lithium. Focusing future research efforts on electrodialysis and inorganic ion sieves may yield significant gains in effectiveness and readiness for the drinking water industry.

锂被列入第五项不受管制的污染物监测规则,这标志着环境保护局对监管锂的兴趣。关于锂的发生、健康影响和可治疗性存在许多问题。本文主要综述了锂化学与可治疗性之间的关系。抽样显示全国饮用水中存在锂。然而,锂不包括在综合风险信息系统中,这反映了缺乏关于其健康影响的人口普查。含水锂是一种单价阳离子,其大小、电荷密度和溶解度都给处理带来了挑战。锂日益增长的经济价值刺激了新的提取和分离技术,但这些技术可能无法转移到饮用水处理中。目前,反渗透是唯一能够可靠地去除大量(50%)锂的全面饮用水处理技术。将未来的研究重点放在电渗析和无机离子筛上,可能会在饮用水工业的有效性和准备性方面取得重大进展。
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引用次数: 0
A pilot-scale study of potable reuse impacts on surface water treatment 饮用水回用对地表水处理影响的中试研究
Pub Date : 2024-12-04 DOI: 10.1002/aws2.70008
Hari Seshan, Michael J. Adelman, Paige J. Russell, Joseph Quicho, Daniel Daft, Thomas Watson

Interest is growing in direct potable reuse where advanced-treated water and raw water are blended and fed directly to a water treatment plant (WTP). However, the impacts of raw water augmentation on treatability at drinking water treatment plants have not been studied extensively. A pilot-scale treatment system, consisting of coagulation, flocculation, sedimentation, and filtration, was set up at a WTP to treat potential future blends of advanced-treated water and current raw water. The pilot plant was run with blends from 20% to 100% advanced-treated water at a range of filtration rates (2–9 gpm/sf) and coagulant doses. Under all conditions, filterable water was produced, achieving acceptable turbidity removal. Turbidity removal by sedimentation was variable (30%–90%). Filtration performance was more consistent, exceeding 90% turbidity reduction under all conditions and achieving lower headloss accumulation rates at higher advanced-treated water share. These results are optimistic for potable reuse schemes featuring raw water augmentation.

人们对直接饮用水再利用的兴趣日益浓厚,在这种情况下,经过高级处理的水和原水混合后直接送入水处理厂。然而,原水加注对饮用水处理厂可处理性的影响尚未得到广泛的研究。在WTP上建立了一个由混凝、絮凝、沉淀和过滤组成的中试处理系统,以处理未来可能的高级处理水和现有原水的混合物。中试装置在过滤速率(2 - 9gpm /sf)和混凝剂剂量范围内使用了20%至100%的深度处理水。在所有条件下,产生了可过滤的水,达到了可接受的浊度去除。沉淀法去除浊度是可变的(30%-90%)。过滤性能更加一致,在所有条件下浊度降低超过90%,并且在更高的深度处理水份额下实现更低的净水率积累。这些结果对以原水增加为特征的饮用水再利用方案是乐观的。
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AWWA water science
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