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    Assessing future water shortages at Boryeong dam, South Korea, under CMIP6 climate scenarios using the SWAT model

    AbstractClimate change is significantly impacting water resource management, with increasing droughts threatening water availability worldwide. This study assesses future water shortages at Boryeong dam in Chungnam Province, South Korea, under Coupled Model Intercomparison Project Phase 6(CMIP6) climate scenarios using the Soil and Water Assessment Tool (SWAT) model. The research integrates data from 18 Global Climate Models (GCMs) across multiple Shared Socioeconomic Pathways (SSPs) to analyze projected inflows, outflows, and reservoir storage capacity. The results indicate an overall increase in annual precipitation and inflow, with mean inflows rising from 5.26 m3/s (historical period: 1981–2010) to 6.64 m3/s under SSP5-8.5 by 2071–2100. While most projections suggest improved water supply resilience, certain models predict intensified shortages, with estimated shortage volumes ranging from 7.54 million m3 to 1,914 million m3, highlighting the urgency of adaptive water management strategies. The study employs downscaling and bias correction techniques to enhance hydrological predictions, and simulations reveal significant uncertainties in future water levels. To mitigate potential shortages, policy recommendations include diversifying water sources, optimizing dam operations, and improving emergency water transfer infrastructure. The research underscores the importance of proactive planning in ensuring long-term water security in the face of climate variability.

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    Utilization of a bioinspired algorithm for optimum reservoir operation in an altering climate a case study of China

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    Water resources sustainability assessment through uncertain supply-demand modeling under scarcity conditions

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    Open access
    24 May 2026

    Navigating water stability and crop resilience in a changing climate: insights from SPEI, CWSI, and CMIP6 projections

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    Open access
    03 June 2026

    AbbreviationsASOS:
    Automated Surface Observing System
    AWS:
    Automated Weather Station
    CMIP6:
    Coupled Model Intercomparison Project Phase 6
    DEM:
    Digital Elevation model
    EASM:
    East Asian Summer Monsoon
    GCM:
    Global Climate Model
    HRU:
    Hydrologic Response Unit
    MME:
    Multi-Model Ensemble
    NSE:
    Nash-Sutcliffe Efficiency
    R2
    :
    Coefficient of Determination
    RCP:
    Representative Concentration Pathways
    RDA:
    Rural Development Administration
    RMSE:
    Root Mean Square Error
    SSP:
    Shared Socioeconomic Pathway
    SWAT:
    Soil and Water Assessment Tool
    SOL_AWC:
    Available Water Capacity
    GW_DELAY:
    Groundwater Delay Time
    AcknowledgementsThis work was carried out with the support of “Research Program for Agriculture Science and Technology Development (Project No. RS-2025-02215069)“ Rural Development Administration, Republic of Korea and the Korea Institute of Planning and Evaluation for Technology in Food, Agriculture and Forestry (IPET) through Intelligent Agricultural Infra Management for Climate Change Development Program, funded by Ministry of Agriculture, Food and Rural Affairs (MAFRA) (RS-2025-02263147).FundingThis work was carried out with the support of “Research Program for Agriculture Science and Technology Development (Project No. RS-2025-02215069)“ Rural Development Administration, Republic of Korea.Author informationAuthor notesHyungjin Shin, Youngkyu Jin, Jaepil Cho and Changi Park contributed equally to this work.Authors and AffiliationsSchool of Social Safety and Systems Engineering, Hankyong National University, 327, Jungang-ro, Anseong-si, 17579, Gyeonggi-do, KoreaChansung OhDepartment of Geological Sciences, Chungnam National University, 99 Daehak-ro, Yuseong- gu, Daejeon, 34134, KoreaWooho MyoungRural Research Institute, Korea Rural Community Corporation, 870 Haean-ro, Ansan-si, 15634, Gyeonggi-do, KoreaWooho Myoung, Hyungjin Shin & Youngkyu JinIntegrated Watershed Management Institute, 1301, 9, Namdaemun-ro, 10gil, Jung-gu, Seoul, 04540, KoreaJaepil ChoDepartment of Rural Construction Engineering, Kongju National University, 54 Daehak- ro, Yesan-gun 32439, Gongju, Chuncheongnam-do, KoreaChangi ParkAuthorsChansung OhView author publicationsSearch author on:PubMed Google ScholarWooho MyoungView author publicationsSearch author on:PubMed Google ScholarHyungjin ShinView author publicationsSearch author on:PubMed Google ScholarYoungkyu JinView author publicationsSearch author on:PubMed Google ScholarJaepil ChoView author publicationsSearch author on:PubMed Google ScholarChangi ParkView author publicationsSearch author on:PubMed Google ScholarCorresponding authorCorrespondence to
    Wooho Myoung.Ethics declarations

    Competing interests
    The authors declare no competing interests.

    Additional informationPublisher’s noteSpringer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.AppendicesAppendix A. Monthly total inflow for each climate change scenario (SSP2-4.5)Fig. 9Full size imageMonthly total inflow from January to June for each climate change scenario (SSP2-4.5): (a) January; (b) February; (c) March; (d) April; (e) May; (f) June.Fig. 10Full size imageMonthly total inflow from January to June for each climate change scenario (SSP2-4.5): (a) July; (b) August; (c) September; (d) October; (e) November; (d) December.Appendix B. Monthly total inflow for each climate change scenario (SSP5-8.5)Fig. 11Full size imageMonthly total inflow from January to June for each climate change scenario (SSP5-8.5): (a) January; (b) February; (c) March; (d) April; (e) May; (f) June.Fig. 12Full size imageMonthly total inflow from January to June for each climate change scenario (SSP5-8.5): (a) July; (b) August; (c) September; (d) October; (e) November; (d) December.Rights and permissions
    Open Access This article is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License, which permits any non-commercial use, sharing, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if you modified the licensed material. You do not have permission under this licence to share adapted material derived from this article or parts of it. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by-nc-nd/4.0/.
    Reprints and permissionsAbout this articleCite this articleOh, C., Myoung, W., Shin, H. et al. Assessing future water shortages at Boryeong dam, South Korea, under CMIP6 climate scenarios using the SWAT model.
    Sci Rep (2026). https://doi.org/10.1038/s41598-026-59538-zDownload citationReceived: 14 July 2025Accepted: 22 June 2026Published: 10 July 2026DOI: https://doi.org/10.1038/s41598-026-59538-zShare this articleAnyone you share the following link with will be able to read this content:Get shareable linkSorry, a shareable link is not currently available for this article.Copy shareable link to clipboard
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    Future trends of desalination and wastewater treatment accounting for risks of maladaptation

    AbstractThe intensifying effects of climate change on global water scarcity require ensuring reliable, equitable, and sustainable water supply, with novel technologies becoming increasingly central to adaptation. In this study, we develop projections of wastewater treatment and desalination capacities and analyze their associated energy demand and CO2 emissions. While technologically mature and rapidly expanding, their future development remains underexamined as a risk of maladaptation that stems from their high energy demand and potential emissions footprint. We find that, compared to the present day, wastewater treatment and desalination capacities could double and triple, respectively, by 2050, followed by scenario-dependent multi-fold increases in energy demand and emissions. While the emissions footprint is non-negligible, it is only about a half of the projected increases in key energy-intensive adaptation options such as air conditioning. We find that water-stressed regions like Africa and South Asia, currently minor contributors to global wastewater treatment and desalination capacity, are projected to become largest producers of novel water in the second half of the century across the tested scenarios. Wastewater treatment and desalination emerge from this analysis as indispensable yet imperfect adaptation options, whose future contributions crucially depend on how their expansion is embedded in broader water and energy systems.

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    Defining and achieving net-zero emissions in the wastewater sector

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    10 October 2024

    Pathways to a net-zero-carbon water sector through energy-extracting wastewater technologies

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    26 September 2022

    Distinct hydrologic response patterns and trends worldwide revealed by physics-embedded learning

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    15 October 2025

    AcknowledgmentsM.A., A.V., and E.B. acknowledge funding from the Horizon Europe PRSMA project (grant agreement no. 101081604). M.M., E.R.J., and M.T.H.v.V. are financially supported by the European Union (ERC Starting Grant, B-WEX, Project 101039426) and the Netherlands Scientific Organisation (NWO) by a VIDI grant (VI.Vidi.193.019). We thank Florian Maczek for sharing the MESSAGE model emissions intensity data and Yusuke Satoh for his help with water stress indices.Author informationAuthors and AffiliationsInternational Institute for Applied Systems Analysis, Laxenburg, AustriaMarina Andrijevic, Adriano Vinca, Michaela Werning & Edward ByersDepartment of Physical Geography, Utrecht University, Utrecht, The NetherlandsMichele Magni, Edward R. Jones & Michelle T. H. van VlietAuthorsMarina AndrijevicView author publicationsSearch author on:PubMed Google ScholarAdriano VincaView author publicationsSearch author on:PubMed Google ScholarMichele MagniView author publicationsSearch author on:PubMed Google ScholarEdward R. JonesView author publicationsSearch author on:PubMed Google ScholarMichelle T. H. van VlietView author publicationsSearch author on:PubMed Google ScholarMichaela WerningView author publicationsSearch author on:PubMed Google ScholarEdward ByersView author publicationsSearch author on:PubMed Google ScholarCorresponding authorCorrespondence to
    Marina Andrijevic.Ethics declarations

    Competing interests
    The authors declare no competing interests.

    Additional informationPublisher’s note Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.Supplementary informationSupplementary_Information (download PDF )Rights and permissions
    Open Access This article is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License, which permits any non-commercial use, sharing, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if you modified the licensed material. You do not have permission under this licence to share adapted material derived from this article or parts of it. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by-nc-nd/4.0/.
    Reprints and permissionsAbout this articleCite this articleAndrijevic, M., Vinca, A., Magni, M. et al. Future trends of desalination and wastewater treatment accounting for risks of maladaptation.
    npj Clean Water (2026). https://doi.org/10.1038/s41545-026-00605-3Download citationReceived: 23 January 2026Accepted: 01 July 2026Published: 10 July 2026DOI: https://doi.org/10.1038/s41545-026-00605-3Share this articleAnyone you share the following link with will be able to read this content:Get shareable linkSorry, a shareable link is not currently available for this article.Copy shareable link to clipboard
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    Analysis and optimisation of the wastewater reinjection system at the Keshen gas field

    AbstractPoor-quality reinjected water has caused significant formation damage in the Keshen ultra-deep HP/HT gas field. This damage has led to progressively increasing injection pressure and declining injectivity, threatening sustainable gas field water disposal. In this study, we systematically analyzed water quality and operational data from injection wells. Based on this analysis, we developed a theoretical filter-cake model to describe solid particle accumulation and its impact on reservoir impairment. We also proposed an integrated remediation strategy that combines surface water treatment optimization (demulsification, flocculation, and filtration) with periodic downhole acid stimulation. Preliminary field evidence suggests that this strategy is associated with significant recovery in post-treatment injectivity indices. These findings indicate that the integrated approach may contribute to remediating near-wellbore damage and restoring long-term injectivity in complex HP/HT reservoirs.

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    Comparative scenario analysis for improved oil recovery in a heterogeneous carbonate reservoir

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    25 June 2026

    Numerical examination of concentration-dependent wastewater sludge ejected into a drinking water source

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    20 September 2023

    Enhancing water security through integrated decision-making and selective withdrawal for sustainable reservoir management

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    Open access
    01 September 2025

    FundingResearch on the 2.5 Billion Cubic Metre Steady-State Production Anchoring Demonstration Project for Keshen 8 in the Keshen Gas Field, Class C Scientific and Technological Project (2023YQX10305) of the Oil, Gas and New Energy Branch, China National Petroleum Corporation.Author informationAuthors and AffiliationsPetroChina Tarim Oilfield Company, Korla, 841000, ChinaRui Huang, Tingya Zhou, Xing Chen, Weimin Wu, Huiyan Chu & Hanlin WangAuthorsRui HuangView author publicationsSearch author on:PubMed Google ScholarTingya ZhouView author publicationsSearch author on:PubMed Google ScholarXing ChenView author publicationsSearch author on:PubMed Google ScholarWeimin WuView author publicationsSearch author on:PubMed Google ScholarHuiyan ChuView author publicationsSearch author on:PubMed Google ScholarHanlin WangView author publicationsSearch author on:PubMed Google ScholarCorresponding authorCorrespondence to
    Rui Huang.Ethics declarations

    Competing interests
    The authors declare no competing interests.

    Notes
    During the preparation of this work the author(s) used [Deepl and Wordvice.ai] in order to [Translation and proofreading for refinement]. After using this tool/service, the author(s) reviewed and edited the content as needed and take(s) full responsibility for the content of the publication.

    Additional informationPublisher’s noteSpringer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.Rights and permissions
    Open Access This article is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License, which permits any non-commercial use, sharing, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if you modified the licensed material. You do not have permission under this licence to share adapted material derived from this article or parts of it. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by-nc-nd/4.0/.
    Reprints and permissionsAbout this articleCite this articleHuang, R., Zhou, T., Chen, X. et al. Analysis and optimisation of the wastewater reinjection system at the Keshen gas field.
    Sci Rep (2026). https://doi.org/10.1038/s41598-026-61500-yDownload citationReceived: 04 November 2025Accepted: 06 July 2026Published: 09 July 2026DOI: https://doi.org/10.1038/s41598-026-61500-yShare this articleAnyone you share the following link with will be able to read this content:Get shareable linkSorry, a shareable link is not currently available for this article.Copy shareable link to clipboard
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    KeywordsGas field waterReinjectionReservoir damageWater qualityAcid stimulation More

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    Urban water affordability crisis exacerbated by climate change

    AbstractClimate change intensifies water stress globally, necessitating expensive infrastructure interventions to maintain reliable supply. To fund infrastructure, utilities often raise rates, increasing water bills for low-income households. The resulting affordability impacts depend on utility costs and interactions between rate design, financing, climate and household demands. Here we develop a city-scale modelling framework to estimate climate change impacts on water affordability, integrating climate, utility adaptation decisions and demand. In Santa Cruz, California, we find that climate change alone could double water bills by mid-century, leaving an additional 7–16% of Santa Cruz households with unaffordable water. Our results suggest that climate change may lead to greater water affordability challenges than previously estimated in hotspots where supply is vulnerable to climate change. This highlights the need for policy intervention and financing to ensure climate adaptation does not compromise affordability. The magnitude of climate-related affordability challenges depends on local context, requiring city-scale assessments.

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    Urban water crises driven by elites’ unsustainable consumption

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    Prefectures vulnerable to water scarcity are not evenly distributed across China

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    28 April 2023

    MainWater affordability is a growing challenge in high-income countries across the globe1,2,3,4,5. Over the past two decades, water rates have risen three times faster than inflation6,7, driven primarily by deferred maintenance and ageing infrastructure. If historical trends continue, more than one-third of US households could face unaffordable water bills within a decade1. However, emerging contaminants requiring advanced treatment and climate change necessitating new supplies are compounding longstanding cost pressures for utilities1,8,9. Unaffordable water can limit access for drinking and hygiene2, force difficult trade-offs with other necessities such as healthcare3,10 and pose negative health impacts11, disproportionately impacting low-income and minority communities2.In many cities, climate change challenges utilities’ ability to provide reliable, affordable water access12,13,14 by straining supplies12,13 and driving demands higher as temperatures rise15,16. On the supply side, climate change can alter the frequency, severity and duration of droughts17,18 and cause drier baseline conditions14,19. Utilities respond by either reducing demands or expanding supplies20, often through costly infrastructure projects that increase rates for customers8,21. Utilities manage demands using curtailment measures during droughts or water-use efficiency programmes, increasing water rates through surcharges needed to pay for lost volumetric revenue or investments in efficiency upgrades and monitoring equipment20,22.Recent studies document growing affordability challenges1,2,4 but offer limited insight into future trends. Water affordability projections typically extrapolate historical trends but without analysing specific cost drivers such as climate that may change in the future1. In addition, social and institutional factors such as demand patterns and rate structures affect affordability23, but estimates typically neglect these factors5,24. One study highlights cost–demand interactions, demonstrating how low-income rate assistance programmes, which decrease household water costs, can increase use7. In addition, most empirical studies assess affordability at one point in time3,5, neglecting seasonal and temporal variability that may exacerbate short-term challenges4,23,25,26. High-quality projections of future water affordability challenges are essential to developing effective and sustainable policy solutions at the city, state and federal levels.Drought and climate change may prompt costly water infrastructure investments, but their affordability impacts are poorly understood. Extensive research assesses water supply infrastructure needs due to climate change, but focuses on utility-scale costs and performance27,28,29,30 rather than household-scale affordability31. In addition, infrastructure financing and rate design are typically analysed from a utility rather than household cost perspective31,32. Recent work advances understanding of climate-related infrastructure impacts on low-income households but does not consider demand feedbacks or financing mechanisms33. Other work models affordability impacts of rate increases due to droughts but focuses on short-term impacts, not climate change22,34. To our knowledge, no study has comprehensively assessed the integrated climate, infrastructure and demand drivers to quantify climate change impacts on water affordability.Our research objective is to quantify the impact of climate change on urban water affordability. We develop a rigorous city-scale modelling framework that captures the integrated climate, utility adaptation decisions and demand drivers shaping household affordability burdens in US cities. We combine a hydrological and water supply system model with infrastructure financing and rate design models, and an econometric model of household water demands. We assess the affordability impacts of utility adaptation decisions needed to maintain reliable water supply in future climates. This can include new infrastructure investments, financing mechanisms, rate structures, assistance, curtailment policies and efficiency programmes. We hypothesize that climate change could create water affordability hotspots, where existing affordability challenges are exacerbated in cities with water supply vulnerability and limited demand management opportunities.Here we complete a city-scale assessment of climate change impacts on water affordability using Santa Cruz, California as a case study and focusing on mid-century impacts. Santa Cruz has low residential water use owing to the city’s previous drought experiences35, limiting the scope for low-cost adaptation options such as demand reduction via curtailment or efficiency policies. It is also reliant on local surface water, making it vulnerable to drought36. By examining a city that has largely exhausted lower-cost options for climate adaptation such as demand-side management, we focus on costly, long-term infrastructure decisions and highlight challenges probably faced by other cities with similar climate, behavioural and regulatory conditions.ResultsAffordability implications of climate adaptationWe present a modelling framework to quantify the water affordability impacts of climate change and related adaptation measures on water supply and demand. Our model captures the interacting climate, utility adaptation decisions, financing and demand drivers that determine household affordability (Fig. 1a). First, we input future climate scenarios, developed by combining a climate model ensemble with a stochastic weather generator, into water supply systems models, which simulate river flows at the reservoir and diversions, and water allocations from the diversions to the water treatment plants. Second, we model utility adaptation decisions using a risk-of-failure (ROF) approach in which utilities take action in response to declining storage levels. Third, we assess the water rate impacts of those interventions using an infrastructure financing and rate design model. Using Santa Cruz as a case study, we focus on utility decision-making around infrastructure investments, evaluating multiple planning scenarios that determine when and what new infrastructure is developed. Fourth, we simulate household water use patterns as a function of demographics, climate, water costs and housing characteristics, capturing dynamic feedback between household behaviours, water supplies and utility decisions. For example, when the city builds new infrastructure, they pay for that infrastructure by increasing water rates; when water bills rise, households use less water, altering how much water the system needs. Finally, our framework results in estimated water bill and affordability burdens (the percentage of household income spent on water bills) across income groups.Fig. 1: Model framework and example simulations.Full size imagea, Affordability modelling framework, which integrates the water supply system with infrastructure financing, rate design and household water demand patterns. The boxes shaded in yellow indicate utility decisions, with patterns indicating decision variables assessed in this work (solid) and parameters chosen to match the case study and then tested in the sensitivity analysis (stippling). Blue boxes indicate model objectives and grey boxes indicate exogenous and endogenous parameters. Capex, capital cost; Opex, operational cost. b, An illustrative example to visualize the mechanisms through which infrastructure development impacts affordability, including reservoir storage levels under sample simulated dry, hot and moderate, cool climates and ROF values for the dry, hot scenario. c, Sample low- and high-income annual household affordability by climate scenario. We highlight the period from 2020 to 2050 for illustrative purposes, since all climate simulations are stationary. Households were randomly sampled from those below the poverty line and those in the upper quartile for income. The dashed vertical lines indicate infrastructure planning and deployment for the dry, hot climate simulation conditional on reservoir storage, total water demands and previously deployed infrastructure. The time between infrastructure planning and deployment shows the construction time, which is incorporated into our modelling framework.Using this framework, we assess how different climate scenarios drive affordability impacts. Figure 1b,c shows two illustrative, contrasting climate simulations selected to visualize the mechanisms through which infrastructure development affects affordability for two sample households. In one plausible moderate, cool climate simulation, no new infrastructure is needed, although the low-income household is already spending more than the 2.5% affordability threshold recommended by the US Environmental Protection Agency (EPA)1,3,37 (Fig. 1c). In one plausible dry, hot climate simulation, declining reservoir storage levels trigger construction of a four million gallon per day (MGD) desalination plant, leading to rate increases and higher water bills. In this example, the affordability burden for a sample low-income household increases from 4% to 6%, while a sample high-income household has negligible impacts. These examples demonstrate how climate stress can exacerbate underlying affordability burdens for low-income households.Unaffordable water under a drier climateNext, we present aggregate results across many stochastic simulations. In Santa Cruz, our scenarios show that climate change could nearly double water bills, which could leave an additional 7–16% of households with unaffordable water (Fig. 2). We test four plausible scenarios that combine contrasting climates and infrastructure planning adaptation strategies: first, our ‘baseline’ scenario with no new infrastructure and a moderate, cool climate, similar to the present-day; second, a ‘moderate climate with adaptation’ in which new infrastructure is built as needed under the same moderate, cool climate; third, a ‘dry climate with adaptation’, in which new infrastructure is built as needed under a dry, hot climate; and fourth, an ‘all climate simulations’ scenario, with the entire range of climate simulations. We choose the climate scenarios to be contrasting but within the range of CMIP6 (Supplementary Fig. 1). For each climate, we develop 50-year stochastic climate simulations, developed using precipitation and temperature changes in the CMIP6 ensemble to inform a stochastic weather generator. In the scenarios with adaptation, new infrastructure is deployed as needed using a ROF approach, in which the utility develops new infrastructure when the projected risk of storage falling below a critical threshold within 2 years exceeds a defined level (Methods; Supplementary Fig. 2). The planning strategy presented here first builds a desalination plant, although alternative strategies are compared later. We analyse the periods where infrastructure investments lead to the largest rate increases, using these periods to estimate monthly reservoir storage, added water supply costs for new infrastructure, monthly water bills and affordability burdens across households, resulting in a distribution of outcomes for each scenario.Fig. 2: Projected climate change and adaptation impacts on household affordability.Full size imagea–d, Cumulative distribution functions (CDFs) across four projected climate scenarios, each with multiple stochastic climate simulations: a baseline similar to the present-day, a moderate climate with adaptation, a dry climate with adaptation and all climate simulations for total city reservoir storage (a), new utility supply costs (b), household water bills (c) and household affordability ratios (d). Horizontal axes in c and d are truncated for visual clarity.We assess the impact of climate change-driven infrastructure investments on household bills and affordability burdens in the absence of policy interventions. In the moderate climate with adaptation, building more infrastructure leads to greater water availability via higher reservoir storage compared with the baseline scenario (Fig. 2a). By contrast, the dry climate with adaptation results in decreased and more variable reservoir storage. Low reservoir levels risk supply shortfalls, triggering new infrastructure investments. Differences in reservoir storage across scenarios with adaptation drive varying supply costs, impacting household water bills (Fig. 2b). In the moderate climate with adaptation, 60% of months require no new supply costs, whereas in the dry climate with adaptation, over 50% of months require over US$1 M in additional costs to maintain reliable supply. As we assume these costs are fully passed on to households without policy intervention, infrastructure investments translate directly into substantial increases in household water bills (Fig. 2c). The 50th percentile bills increase from US$64 to US$80 (moderate climate with adaptation) or US$120 (dry climate with adaptation). The 80th percentile bills rise from US$100 to US$148 (moderate climate with adaptation) or US$204 (dry climate with adaptation). Under the dry climate with adaptation, median water bills could nearly double from current levels.Rising bills increase the proportion of households paying more than the EPA’s affordability threshold (Fig. 2d). Currently, 19% of households exceed this threshold, highlighting the existing affordability challenges in Santa Cruz. This share could rise to 26% under a moderate climate and to 35% under a dry climate, when additional infrastructure is built for reliability. In the dry climate more than one-third of households in Santa Cruz could struggle to afford water, highlighting the scale of potential impacts without any additional policy interventions.Low-income unaffordability under climate changeNext, we analyse how simulated demands, bills and affordability trends for low-income households compare with the remaining population in Santa Cruz, finding that while low-income demands and bills are lower, their affordability burdens are substantially higher (Fig. 3). First, we find that water demand differences across income groups and scenarios are small. Across the scenarios, average low-income water use is about 0.4 hundred cubic feet (ccf) less than other households, with 80th percentile demands increasing to around 0.6 ccf lower than all other households (Fig. 3a). Small demand differences across income groups align with previous work that finds widespread demand hardening in Santa Cruz due to household efficiency and conservation behaviours36. Under the moderate climate with adaptation, building infrastructure decreases demands by about 0.5 ccf, primarily due to increased water prices and household price elasticity responses. Between the moderate and dry climates with adaptation, differences in demands are negligible (<0.1 ccf), as greater temperatures and decreased precipitation counteract cost-driven demand decreases. These results suggest that the affordability impacts of climate change in Santa Cruz are driven by supply-side factors over demand-side ones. Sensitivity analysis on modelled demand parameters shows that while changing price elasticity and single-family home demands can affect affordability outcomes, climate factors play a larger role in our case study (Supplementary Text 3).Fig. 3: Low-income household affordability impacts.Full size imageBox plots (showing the median, first and third quartiles, and whiskers of ±1.5 the interquartile range) comparing low (<US$39,900 per year) and all other income classes for water demands (a), water bills (b) and affordability ratios (c) across projected climate scenarios: all (n = 1.04 × 109/3.42 × 109 household water demands/bills/affordability ratios for low/all others), baseline (n = 5.99 × 107/1.97 × 108), moderate (n = 2.49 × 107/8.16 × 107) and dry (n = 2.86 × 107/9.37 × 107). Distributions show monthly values for all households across multiple stochastic climate simulations. The dotted line in c denotes the EPA affordability threshold of 2.5%.In comparison to demands, water bill differences across climate scenarios and affordability differences across income groups, are larger (Fig. 3b,c). Differences in water bills between low-income and all other income group bills are small, with median differences ranging from US$5 per month to US$11 per month across scenarios. By contrast, when we compare the baseline scenario with the dry climate with adaptation, low-income median bills increase from US$60 per month to US$111 per month (US$51 increase) and 80th percentile bills increase from US$92 per month to US$186 per month (US$94 increase). While low-income bills are smaller than other income groups, low-income affordability impacts are greater. Under the baseline scenario, median low-income affordability burdens are 3.9%, already above the EPA’s threshold, underscoring existing affordability challenges in Santa Cruz (Fig. 3c). Under the moderate climate with adaptation, building infrastructure increases low-income median affordability burdens to 5.1% (for other incomes, affordability burdens increase from 0.6% to 0.8%). The dry climate with adaptation increases low-income median affordability burdens further to 7.3% (1.1% for other incomes).In addition, low-income 90th percentile affordability burdens increase from 16% to 30% of income, a magnitude that probably forces trade-offs between essential expenditures3,10. This highlights the vulnerability of low-income households to water price increases driven by climate change.Precipitation uncertainty and low-income affordabilityWe then assess the relative impact of different climate factors on water affordability, finding that average precipitation decreases lead to the greatest increases in affordability burden (Fig. 4). We simulate hundreds of stochastic climate simulations, filtering for different characteristics individually to assess which aspects of climate change most impact affordability. Since precipitation quantity is a primary driver of water availability, declining averages drive new infrastructure needs. Precipitation variability also has a moderate impact on affordability burden. Even if precipitation averages stay constant, greater variability can necessitate additional infrastructure to ensure supply due to more extreme droughts. This is particularly relevant for Santa Cruz, where the city’s single reservoir has limited capacity for interannual storage, limiting its ability to buffer against extreme variability. Rising temperatures moderately affect affordability by increasing both evapotranspiration, which decreases water availability14, and household demands, although supply-side impacts are more pronounced due to demand hardening38 (Supplementary Fig. 7).Fig. 4: Climate uncertainty impacts on affordability.Full size imageBox plots (showing the median, first and third quartiles, and whiskers of ±1.5 the interquartile range) comparing the distribution of monthly affordability ratios under the baseline scenario (n = 1.28 × 108 household water affordability ratios) versus varying climate impacts across the entire analysis range with adaptation, including changes to average precipitation (multiplier of historical average) (n = 3.12 × 108/5.34 × 108 for ×0.6/×1.2), annual precipitation variability (multiplier relative to historical coefficient of variation) (n = 9.93 × 108/6.47 × 108 for ×1.0/×1.2) and temperature (change from historical average in degrees Celsius) (n = 3.53 × 108/3.85 × 108 for +0.0/+5.0). Distributions show monthly values for all households across each subset of sampled stochastic climate simulations. The dashed line indicates the EPA affordability threshold of 2.5%.Across all climate factors, where we analyse the minimum and maximum values used throughout the analysis, the largest affordability differences are in the upper percentiles, suggesting that climate change disproportionately impacts households already struggling to pay bills. While median affordability ratios range from 1.0 to 1.5 (difference of 0.5), box plot upper bounds rise from 5.5 to 8.1 (difference of 2.6). Similar trends appear in water bill costs (Supplementary Fig. 8), probably due to steeper increases for high water users. Low-income households with high water usage—possibly due to larger household sizes38—may be especially vulnerable to climate-driven cost changes.Infrastructure strategies for reliability and affordabilityAn important driver of our results is what and when infrastructure is built, and we find that different infrastructure investment strategies shape system reliability and affordability outcomes. Our baseline strategy (‘Strategy A’) prioritizes a 4-MGD desalination plant, which we choose because this option has a risk of failure threshold such that reliability declines during major drought events in the model are similar in magnitude to those of the 2013 California drought (Supplementary Text 5). Alternative utility strategies could deploy contrasting amounts of new infrastructure, resulting in different reliability impacts. To explore this, we develop optimal planning strategies that minimize new utility supply costs and unmet demands (Fig. 5a). Each planning strategy dictates when and which infrastructure is built using ROF thresholds calculated based on water demands, reservoir storage and prior investments (Methods). We choose two additional planning strategies for comparison: one risk-averse strategy where a low ROF threshold builds large infrastructure earlier (‘Strategy B’) and one risk-tolerant strategy with a high ROF threshold where smaller-capacity infrastructure is built first (‘Strategy C’) (Supplementary Table 4). Applying sensitivity analysis, we find the choice of planning strategy to be insensitive to small changes in demand, deployment time and infrastructure costs.Fig. 5: Infrastructure planning strategy comparison on utilities and households.Full size imagea, Scatter plots comparing average added water supply costs and unmet demands for each optimal planning strategy. Shading indicates optimal ROF threshold value and shape indicates the first infrastructure option deployed under that planning strategy. All strategies are optimized over 20 climate simulations representing the range in our analysis. b,c, Scatter plots comparing three planning strategies, highlighted in a, across 500 simulations of plausible climate change impacts for added supply cost and average unmet demand (b) and 80th percentile affordability ratios and overall water system reliability (c). Kernel density estimation plots in b and c show the distributions of metrics for each strategy. All scatter points show metric values for a single climate simulation.Comparing planning strategies A, B and C highlights their substantial influence on utility costs, reliability, and affordability (Fig. 5). Strategy B, with the lowest risk tolerance and earliest infrastructure deployment, ensures 98.8% average annual reliability (averaged across each simulation and then across all simulations) but adds at least US$9.4 M per year in costs, increasing the 80th percentile affordability burden to 5.2%. Strategy C, with delayed, lower-cost investments, limits new spending to US$1.4 M per year and lowers the 80th percentile affordability burden to 2.7%. While average annual reliability remains relatively high at 96.8%, the average minimum annual reliability (that is, the minimum annual reliability in each simulation, averaged across simulations) is only 61%—probably unacceptable for most water utilities owing to the severe impact of large-scale water shortages. Santa Cruz, for instance, estimates that a 30% water use reduction during a water shortage could shrink economic output by over US$100 M (1.1–2.4% loss)39. Strategy A, our baseline, has a wider cost spread due to its moderate investment approach. However, since it deploys desalination first like Strategy B, both maintain average minimum annual reliability levels above 70% (Supplementary Fig. 11). Ultimately, under the current US water infrastructure financing model, climate change pits affordability against reliability, despite both being essential for water access.DiscussionThis study develops a city-scale modelling framework to quantify the impacts of climate change on urban water affordability. Previous work documenting affordability challenges does not reflect how climate change may fundamentally alter the cost structures, infrastructure needs and household responses that shape affordability1,4,5. By explicitly modelling climate-driven water stress alongside utility adaptation decisions, infrastructure financing, rate design and household demand and income, this study provides a comprehensive assessment of how climate change alone may exacerbate urban water affordability challenges.Our work extends the water affordability literature by connecting it to climate adaptation and infrastructure planning processes that have historically been analysed separately. Previous work evaluates adaptation strategies under climate change through reliability–cost trade-offs, focusing on system performance and aggregate utility expenditures27,28,29,30. However, cost increases do not translate directly into affordability impacts. Instead, household affordability outcomes depend on how costs are recovered through rates, how households adjust water use in response to rate changes and how income is distributed across the population22,34. Quantifying reliability–affordability trade-offs therefore reveals dynamics that are largely invisible in cost-based analyses and highlights distributional consequences that are central to water access but often absent from adaptation planning40.Understanding the magnitude of climate-driven affordability impacts is essential for designing effective policy responses. If only a small fraction of households experiences unaffordable water bills, local customer assistance programmes may be sufficient to mitigate hardship. By contrast, if a large share of the population faces affordability challenges, utility-funded assistance programmes may be financially infeasible, and addressing the problem probably requires state or federal intervention through infrastructure financing, regulatory reform or direct household support37,41. In Santa Cruz, our results suggest that climate change alone could leave an additional 7–16% of households with unaffordable water. This finding underscores the importance of evaluating climate adaptation strategies through an affordability lens.Affordability outcomes are not determined by climate alone, but by interactions between climate stress and a set of hydrological, institutional and social characteristics that shape how utilities respond and how costs are distributed across households. Table 1 summarizes these dimensions and clarifies the class of urban water systems for which our results are most informative. In this sense, Santa Cruz is not presented as representative of cities in general, but as illustrative of systems where climate stress interacts with constrained adaptation options and existing inequality to amplify affordability impacts.Table 1 Urban household affordability driversFull size tableFirst, climate change-driven water stress increases the need for adaptation to maintain reliable supply. Across California and many semi-arid regions globally, climate projections indicate higher temperatures, altered precipitation patterns and greater hydrologic variability, increasing the likelihood of supply deficits14. Water system characteristics shape how and what utility adaptation decisions are realized. For example, in many supply-constrained and storage-limited cities such as Santa Cruz, feasible adaptation pathways involve expensive supply expansion alternatives, including desalination, potable reuse or large-scale transfers36. These options are costly relative to conservation or operational measures, leading to larger rate increases. Limited conservation opportunities, often the result of prior investments in efficiency and sustained demand hardening, further shift adaptation pressure towards the supply side42.Income inequality amplifies these affordability impacts. Where many households already face affordability challenges, even modest bill increases can push a large share of the population beyond common affordability thresholds43. In Santa Cruz, high baseline burdens among low-income households mean climate-driven rate increases compound existing inequities. Finally, constraints on rate design and affordability mitigation play a central role in determining distributional outcomes. Regulatory frameworks restricting cross-subsidization or income-based pricing can force utilities to recover infrastructure costs in ways that disproportionately affect low-income households. In California, Proposition 218 exemplifies this constraint9,44.Together, these conditions define a class of urban water systems in which climate change is most likely to exacerbate affordability challenges. Cities that share fewer of these characteristics may experience smaller or qualitatively different impacts. However, other cities may move towards dynamics similar to those observed in Santa Cruz over time as conservation gains are exhausted, baseline rates rise and climate stress intensifies45. In this sense, Santa Cruz may represent not an outlier, but a plausible future state for water systems that have already utilized lower-cost adaptation options.Beyond the Santa Cruz case study, the modelling framework developed here is designed to be broadly applicable across urban water systems. The framework integrates three components that are common across cities: a water resources systems model, a utility financing and rate design model, and a household demand model. While each component must be parameterized with local data, the structure of the framework and the interactions it captures are general. As a result, the framework can be used to assess climate-driven affordability risks in other cities, while allowing results to reflect local hydrology, governance and socioeconomic conditions.Our findings highlight a fundamental tension in urban water management. Under prevailing financing and regulatory models, climate adaptation aimed at ensuring reliability can directly undermine affordability. Addressing climate-driven water stress without worsening inequity will probably require interventions beyond the utility scale, including regulatory reform, expanded public financing of adaptation infrastructure or targeted assistance programmes funded outside of water rates. More broadly, our results suggest that evaluations of climate adaptation strategies should routinely assess affordability impacts alongside reliability outcomes. Failing to do so risks shifting the costs of climate adaptation onto households least able to bear them, even when adaptation successfully reduces physical water scarcity.LimitationsSeveral limitations condition the interpretation of our results and clarify the scope of their applicability. First, our results are shaped by hydrologic and infrastructural constraints specific to Santa Cruz, including limited over-year storage and the availability of particular supply expansion options36. Cities with larger reservoirs, more interconnected systems or access to lower-cost water sources may experience delayed or reduced affordability impacts. Although we evaluate climate scenarios that reflect substantially hotter and drier conditions than observed historically, we treat these conditions as stationary, probably understating affordability impacts that would arise under progressively intensifying climate change, which could produce tipping points in which multiple costly investments are required simultaneously or in rapid succession, sharply worsening affordability outcomes and straining utility finances over a short period46.Second, we represent utility decision-making using a rule-based ROF framework that captures planning behaviour in response to supply deficits but omits the political, institutional and social processes driving infrastructure implementation47. In practice, permitting delays, public opposition or financing challenges could alter the timing and distribution of costs, potentially increasing short-term affordability shocks or reliability risks relative to modelled outcomes48.Third, affordability outcomes are sensitive to rate design and financing rules, which vary widely across jurisdictions49. Our analysis reflects regulatory constraints typical of California public utilities, limiting cross-subsidization and income-based pricing50. In settings with greater rate flexibility or substantial external funding, affordability impacts could be mitigated under similar infrastructure investments.Fourth, while we test sensitivity to population size, composition and price elasticity, we do not model long-term demographic change, migration or endogenous behavioural adaptation. These dynamics could either diffuse or concentrate affordability burdens over time, depending on local housing markets and economic conditions.Finally, our household-level analysis focuses on single-family residential customers due to data limitations. Like in most US cities, multifamily homes in Santa Cruz are not individually metered and are therefore not represented in our billing data. This omission biases our income distribution upward because multifamily homes tend to house lower-income families51. In addition, multifamily homes may have more inelastic demand22. These limitations probably underestimate the fraction of the population experiencing unaffordability. Addressing this gap will require household surveys or other data collection to estimate water use and affordability among multifamily populations51.Despite these limitations, the qualitative insights from this study are robust. Where climate stress intersects with expensive adaptation options, constrained rate design, and existing inequality, climate change can substantially worsen water affordability. The framework presented here is intended not to predict exact outcomes for all cities, but to help utilities and policymakers identify when and why climate adaptation may pose risks to equitable water access.MethodsEthics committee approvalThe SCWD water billing data use was approved by the Institutional Review Board at Stanford University under eProtocol no. 63914.Case studyWe apply our model to Santa Cruz, a water-stressed city with high income inequality on California’s central coast. Relying on locally sourced surface water for around 95% of total supply, Santa Cruz is highly vulnerable to climate-driven water stress36. The Santa Cruz Water Department (SCWD), the municipal utility, serves 96,000 residents, managing a system anchored by the Loch Lomond Reservoir, designed to store about a year’s supply of water (see Supplementary Fig. 12 for a watershed map)36. Santa Cruz, with a median household income of about US$91,900 in 2020 dollars, has high income inequality with 20% of households below the federal poverty level (compared with 11% nationwide) and 20% earning more than US$200,000 annually (14% nationwide)36,52,53. The presence of the University of California, Santa Cruz skews the population younger with 27% of residents aged 20–29 years (15% statewide)36,54. As a public utility in California, SCWD is limited in how they can structure water rates, fund assistance programmes and increase rates owing to Proposition 218 (refs. 34,44).DataWe use multiple city- and household-level data sources to parameterize the model. We tailor model parameterization to best estimate current conditions and processes in Santa Cruz. At the city scale, we obtain historical data on utility operational costs, financing and rates from SCWD’s long-range financial reports55,56; and historical water use data based on the 2020 Urban Water Management Plan36. At the household level, we use SCWD monthly water billing data for every account active between January 2009 and December 2021 (n = 2,836,297 bills). Accounts are filtered for adequate length and quality, as detailed in Supplementary Text 8. We merge the billing data with physical housing characteristics from tax records, block-group-level census data and hydrological data, listed in Supplementary Table 5.Water supply balance modelWe use the Santa Cruz Water System Model to estimate water allocations57. This model uses Pywr, a Python-based water resources simulation modelling library58, to simulate daily operations using linear programming and determine how much water should be provided and from which sources59. The model includes current and potential future infrastructure, hydrology and system demands. More details can be found in Supplementary Text 9.Climate and hydrological modellingClimate scenario generation involves two steps: first, developing stochastic weather simulations that reflect historical climate variability; and second, altering these simulations to capture different climate change impacts using the anomalies from climate models. The resulting simulations capture both short-term stochastic variability and long-term climate impacts and are used to force a hydrological model to develop streamflow scenarios.The contrasting climate scenarios differ in the range of anomalies utilized from CMIP6 projections60. The moderate, cool climate reflects similar climate conditions to historical data and is used in the baseline and moderate climate with adaptation scenarios, while the dry, hot climate reflects worst-case, plausible climate impacts, used in the dry climate with adaptation (Supplementary Fig. 1). To test the full range of climate variability, we utilize a scenario called ‘All climate simulations’, where we test all combinations of climate anomalies. See Supplementary Text 1 for more details on climate scenario generation61. The simulations are run through a lumped hydrological model for the San Lorenzo River, which comprises the majority of water within the basin. Then, regression relationships from historical records are used to develop daily flow records at all locations, as further discussed in Supplementary Text 10.Infrastructure deploymentWe simulate infrastructure deployment under water stress using rule-based ROF thresholds. These probability-based triggers incorporate both supply and demand by estimating the likelihood that reservoir storage will fall below a critical threshold (for example, deadpool levels) within a specified time horizon, as applied in similar urban water supply planning studies32,47. One benefit of the ROF approach is that we can easily include deployment time so that infrastructure does not come online instantaneously. The planning strategy utilized first builds a desalination plant when the ROF value surpasses a given threshold, although alternative strategies are compared later in the Results (Fig. 5). For the baseline planning strategy, Supplementary Fig. 2 shows the infrastructure deployment patterns for all scenarios with adaptation as well as the frequency of the number of deployed infrastructure options. We evaluate ROF triggers annually based on three dimensions: current reservoir storage, annual water demand, and planned or implemented infrastructure options. We construct ROF look-up tables by partitioning stochastic climate simulations into 2-year segments, running hundreds of 2-year simulations and estimating the probability of storage falling below the critical threshold for each combination of system conditions. Supplementary Text 11 includes more details on ROF development, including an illustration of system characteristics and thresholds.Infrastructure options and planning strategiesWe model five infrastructure options, ranging from 0.5 to 4 MGD in capacity, that can be implemented individually or combined: two water transfers, aquifer storage and recovery, direct potable reuse and desalination. SCWD is currently considering all included infrastructure options, in various portfolios, in long-term planning efforts. Techno-economic details, including capital and operating costs, based on design studies by SCWD, are included in Supplementary Table 6 (ref. 62).We develop multiple infrastructure planning strategies that include the ROF threshold and infrastructure deployment order (Supplementary Table 4). We optimize planning strategies with respect to utility costs and system reliability using a multi-objective approach31,63. We calculate utility cost as the summation of total utility infrastructure capital and operating costs and reliability using average annual total unmet demand. We average both objectives across 20 climate simulations used in optimization. We use the Borg multi-objective evolutionary algorithm to determine Pareto-approximate infrastructure strategies64 (detailed in Supplementary Text 13). We choose one planning strategy as a ‘baseline’ approach determined through conversations with SCWD staff and quantitative analysis comparing reliability declines during historical and simulated drought events, further discussed in Supplementary Text 5.Modelling water demandsWe use a discrete/continuous choice model, an econometric model designed to estimate water demands under increasing block tariffs, to simulate single-family household water demands at the household level65,66. We estimate households’ monthly water use (w) as$$w={e}^{;Zdelta +alpha mathrm{ln}p+gamma mathrm{ln}y},$$$$W=w+{d}_{mathrm{HH}},$$where p is the marginal price of water; y is home tax value (a proxy for income67); Z is a matrix of housing characteristics and monthly weather data; ɑ, γ and δ are the estimated model coefficients; and W is household water use after including dHH, a direct bias correction term for each household65,66. More details on model parameterization and performance are in Supplementary Text 14 and all model coefficients are listed in Supplementary Table 7. We achieve a model performance of r2 = 0.36 at the household scale, which is comparable with state-of-the-art applications in other regions, and r2 = 0.78 at the income group scale26,66. We use the discrete/continuous choice model estimation results to simulate demands for 21,370 single-family residential accounts. We resample the 21,370 accounts from the household-level data so that our outputs for total single-family residential water use match 2020 water use trends and so that the distribution of household properties matches current distributions across the SCWD service area. For our affordability assessment, we estimate household-level income using an approach that maintains the distributions of household income at the census block group scale, which is our unit of analysis. We use a multivariate regression approach to estimate each household’s income and then apply quantile mapping to assign household income estimates to 1 of 16 income bins utilized by the American Community Survey at the block group level, detailed in Supplementary Text 15. As our household sample size is large, the effect of error in the regression approach is negligible when aggregating from the household scale to income class scale, which we confirm in Supplementary Table 8 and Supplementary Figs. 18–21. We define low-income households as those below the California Poverty Measure income threshold of US$39,900 per year in 202368. We assess affordability burdens using the affordability ratio, which compares simulated monthly household water bill costs to income during periods with the highest water rates3,6,37.We also include total water demands for other customer classes, including multifamily residential and non-residential (commercial, institutional, industrial and irrigation36) classes and water losses, to simulate realistic total service area demands. For multifamily and non-residential classes, we create three stationary scenarios to capture a range of plausible conditions. We use the 2020 Urban Water Management Plan data to obtain baseline (average), high (10% above maximum) and low (10% below minimum) average total demands, which we overlay with monthly anomalies to model demand seasonality, based on the water billing data36 (Supplementary Fig. 22). For water losses, we use a constant scenario of 201 MG per year based on the 2020 Urban Water Management Plan36.Infrastructure financing and rate design modelThe infrastructure financing model translates new infrastructure investment costs to single-family household water rates following three main steps. First, we determine utility revenue requirements related to the portfolio of infrastructure options. We use a cashflow model to calculate the additional required revenue for the utility to recuperate, categorized into three components: pay-as-you-go costs, where the current year’s revenue funds capital expenditures; debt-financed costs, where revenue covers loan repayment; and annual operating costs, which are incurred once infrastructure comes online56. General operations and maintenance expenses are modelled exogenously, as further discussed in Supplementary Text 17. Second, we conduct a cost-of-service analysis based on rate design guidance in the AWWA manual where we determine that single-family households should pay for 38% (78%) of any constructed and operated infrastructure accrued through volumetric rates (fixed fees) based on historical volumetric charges (total number of accounts)69. Third, we design updated water rates. Santa Cruz uses an increasing block rate (also called an increasing block tariff), where the unit price of water increases above certain thresholds of water use (0–5, 6–9 and 10+ ccf)34. Volumetric rates include two components: an infrastructure reinvestment fee charge, which funds pay-as-you-go and debt-financed costs; and a volumetric consumption charge, which funds operating costs. We compute rate increases from new infrastructure using tier cost ratios, simulated water demands and updated revenue requirements. Historically, the ratios between tier 1 and tier 2 or 3 costs, listed in Supplementary Table 10, have been fairly consistent55,56. Since volumetric rates depend on water demands, but water demands are inelastic based on marginal water prices, we model this feedback cycle once through to ensure updated rates reflect updated demands. We update rates when infrastructure is planned to fund the investments, when infrastructure is deployed to fund operational costs and when investments are paid off. We illustrate the process from updated revenue requirements to rates and demands in Supplementary Fig. 23. Other financing assumptions are detailed in Supplementary Table 11.Sensitivity analysisWe performed a sensitivity analysis on a sample of parameters in our framework. For the optimization, we tested one uncertain parameter for each of the three main components of our modelling framework. For the simulation, we performed a fractional factorial analysis, where we analysed high and low values for each parameter, evaluating all parameter combinations70,71. We did this separately for (1) infrastructure financing and rate design and (2) demand and demographic parameters, as described in Supplementary Text 3.

    Data availability

    Publicly available data used in this paper include 2021 property and tax data from the County of Santa Cruz72, American Community Survey data54, PUMs data73, Santa Cruz UWMP data36, Santa Cruz long-range financial reports55,56 and climate data74,75,76,77,78. Non-proprietary, non-public climate data are available via Zenodo at https://doi.org/10.5281/zenodo.18752509(ref. 79). The water billing dataset from the Santa Cruz Water Department is proprietary under a data-use agreement and is not able to be shared publicly.
    Code availability

    All non-proprietary software is available via Zenodo at https://doi.org/10.5281/zenodo.18752481 (ref. 80).
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    Download referencesAcknowledgementsWe thank the Santa Cruz Water Department, including R. Menard, K. Peterson, S. Easley Perez, H. Luckenbach and T. Kihoi; C. Llerandi from Kennedy Jenks; A. Hamilton and L. Rodriguez for their work on the project during their Stanford Undergraduate Research Fellowships; and L. Lau for technical assistance. ChatGPT was used to support code development (plotting and debugging) and editing (suggesting language edits for clarity and conciseness) with thorough review by the authors. We thank the reviewers for their constructive feedback.FundingThis material is based upon work supported by the NSF under grant no. 2337668. Co-author J.S. was supported by the TomKat Graduate Fellowship for Translational Research. Co-author C.K. was funded by the German Federal Ministry of Research, Technology and Space (BMFTR) under funding number 01UU2503.Author informationAuthors and AffiliationsCivil and Environmental Engineering Department, Stanford University, Stanford, CA, USAJennifer Skerker, Aniket Verma & Sarah FletcherHelmholtz Centre for Environmental Research, UFZ, Leipzig, GermanyChristian KlassertDepartment of Civil and Environmental Engineering, University of Massachusetts Amherst, Amherst, MA, USABaptiste Francois & Casey BrownWoods Institute for the Environment, Stanford University, Stanford, CA, USASarah FletcherAuthorsJennifer SkerkerView author publicationsSearch author on:PubMed Google ScholarChristian KlassertView author publicationsSearch author on:PubMed Google ScholarBaptiste FrancoisView author publicationsSearch author on:PubMed Google ScholarAniket VermaView author publicationsSearch author on:PubMed Google ScholarCasey BrownView author publicationsSearch author on:PubMed Google ScholarSarah FletcherView author publicationsSearch author on:PubMed Google ScholarContributionsS.F. conceptualized the study. S.F., J.S., C.K., B.F. and A.V. designed the methodology. J.S., C.K., B.F. and C.B. provided software. J.S. performed the analysis. J.S., S.F. and C.K. analysed the data. S.F. provided supervision. J.S. and S.F. drafted the paper. J.S., S.F., B.F. and C.K. revised the paper.Corresponding authorsCorrespondence to
    Jennifer Skerker or Sarah Fletcher.Ethics declarations

    Competing interests
    The authors declare no competing interests.

    Peer review

    Peer review information
    Nature Sustainability thanks Amar Deep Tiwari and the other, anonymous, reviewer(s) for their contribution to the peer review of this work. Peer reviewer reports are available.

    Additional informationPublisher’s note Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.Supplementary informationSupplementary Information (download PDF )Supplementary Text 1–18, Figs. 1–23, Tables 1–11 and References.Peer Review File (download PDF )Rights and permissions
    Open Access This article is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License, which permits any non-commercial use, sharing, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if you modified the licensed material. You do not have permission under this licence to share adapted material derived from this article or parts of it. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by-nc-nd/4.0/.
    Reprints and permissionsAbout this articleCite this articleSkerker, J., Klassert, C., Francois, B. et al. Urban water affordability crisis exacerbated by climate change.
    Nat Sustain (2026). https://doi.org/10.1038/s41893-026-01890-zDownload citationReceived: 12 September 2025Accepted: 04 June 2026Published: 08 July 2026Version of record: 08 July 2026DOI: https://doi.org/10.1038/s41893-026-01890-zShare this articleAnyone you share the following link with will be able to read this content:Get shareable linkSorry, a shareable link is not currently available for this article.Copy shareable link to clipboard
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    Integrated lab-scale greywater filtration and soil aquifer treatment for sustainable groundwater recharge

    AbstractIndia’s escalating water scarcity, combined with declining groundwater quality, calls for decentralised and low-cost wastewater treatment solutions that can ensure sustainable household water reuse and groundwater recharge. This study developed and evaluated a laboratory-scale greywater filtration and soil aquifer treatment (SAT) system using sand and granular activated carbon (GAC) as primary filter media. Greywater was collected from kitchen and bathroom–laundry sources in Vellore, Tamil Nadu, in a 3:7 ratio and treated through a two-stage system comprising a slow sand–GAC filtration column followed by a soil infiltration pond. The filtration column achieved significant removal of suspended solids and organics, while the SAT unit provided advanced polishing through microbial degradation and ion exchange. Analytical results revealed sharp reductions in turbidity (72.4%), total solids (15.7%), COD (99.5%), nitrate (91.1%), TKN (63.6%), and chlorides (94.8%). The final effluent parameters complied with CPCB discharge and approached BIS drinking-water standards, confirming its suitability for non-potable reuse and groundwater recharge. Compared to previous natural-media filtration systems the present system which is combination of filtration and SAT achieved superior efficiency with shorter retention time and minimal operational demand. This compact, low-energy, and easily replicable unit demonstrates a promising pathway for household-scale wastewater management in water-stressed regions.

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    FundingOpen access funding provided by Vellore Institute of Technology.Author informationAuthors and AffiliationsSchool of Civil Engineering, Vellore Institute of Technology, Vellore, 632014, Tamil Nadu, IndiaAmeya Rejikumar, Daggupati Sridhar, S. M. Saran, R. Hareeshwar & Sundaram ParimalarenganayakiDepartment of Civil Engineering, Siddharth Institute of Engineering & Technology, Puttur, Andhra Pradesh, IndiaDaggupati SridharAuthorsAmeya RejikumarView author publicationsSearch author on:PubMed Google ScholarDaggupati SridharView author publicationsSearch author on:PubMed Google ScholarS. M. SaranView author publicationsSearch author on:PubMed Google ScholarR. HareeshwarView author publicationsSearch author on:PubMed Google ScholarSundaram ParimalarenganayakiView author publicationsSearch author on:PubMed Google ScholarCorresponding authorCorrespondence to
    Sundaram Parimalarenganayaki.Ethics declarations

    Competing interests
    The authors declare no competing interests.

    Ethical approval and informed consent
    The greywater samples used in this study were collected exclusively from the washing machine outlet and kitchen water outlet of the corresponding author’s own residential household located in Katpadi, Vellore District, Tamil Nadu, India, with prior permission from the landowner. Informed consent was obtained from all participants involved in the study. The study involved only household greywater collection and did not include any personal, sensitive, or identifiable human data; therefore, formal institutional ethical committee approval was not required.

    Compliance with guidelines and regulations
    All sampling procedures, laboratory analyses, data processing, and statistical evaluations were conducted in accordance with the relevant national and international standards, guidelines, and regulations applicable to environmental and water quality research. Standard analytical procedures were followed throughout the study, and all methods were implemented in accordance with the respective methodological protocols and regulatory requirements.

    Dclaration of generative AI and AI-assisted technologies in the writing process
    During the preparation of this work the author(s) used ChatGPT in order to enhance the language of the text. After using this tool/service, the author(s) reviewed and edited the content as needed and take(s) full responsibility for the content of the publication.

    Additional informationPublisher’s noteSpringer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.Supplementary InformationBelow is the link to the electronic supplementary material.Supplementary Material 1 (download DOCX )Rights and permissions
    Open Access This article is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License, which permits any non-commercial use, sharing, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if you modified the licensed material. You do not have permission under this licence to share adapted material derived from this article or parts of it. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by-nc-nd/4.0/.
    Reprints and permissionsAbout this articleCite this articleRejikumar, A., Sridhar, D., Saran, S.M. et al. Integrated lab-scale greywater filtration and soil aquifer treatment for sustainable groundwater recharge.
    Sci Rep (2026). https://doi.org/10.1038/s41598-026-60267-6Download citationReceived: 24 December 2025Accepted: 26 June 2026Published: 07 July 2026DOI: https://doi.org/10.1038/s41598-026-60267-6Share this articleAnyone you share the following link with will be able to read this content:Get shareable linkSorry, a shareable link is not currently available for this article.Copy shareable link to clipboard
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    KeywordsGreywater TreatmentGranular Activated CarbonSoil Aquifer Treatment (SAT)Decentralised Wastewater ReuseGroundwater RechargeSustainable Water Management More

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    Flux-state decoupling reveals water-balance resilience in Tibetan headwaters

    AbstractThe Yalong and Dadu River basins (Yangtze headwaters) serve as critical “water towers” for ecosystems and strategic diversions. However, climate warming may decouple atmospheric inputs from hydrological responses, exposing the limitations of traditional runoff-centric assessments that overlook terrestrial water storage dynamics. To address this gap, this study develops a probability-based diagnostic framework integrating the SWAT model with a novel Water Balance Resilience Index (WBRI) to evaluate basin health evolution (1961–2018). Annual water storage change was quantified via the hydrological water balance, standardized into a Normalized Storage Index (NSI), and transformed into the WBRI by fitting probability distributions to absolute anomaly magnitudes and mapping them to hydrological return periods on a continuous 0–1 health scale. Results reveal a significant non-linear divergence: while precipitation and evapotranspiration in the Dadu basin declined markedly, runoff remained relatively stable. This stability may be associated with cryospheric and storage-related buffering, which partly compensates for precipitation deficits through enhanced cryospheric contributions and reduced evapotranspiration under water-limited conditions. Phase-space diagnosis identified a recurring flux–state decoupling pattern, with the “High Flux–Low State” anomaly occurring at comparable frequencies in the Source Region and Sink group (both 19.8%) and varying across subbasins from 13.8% to 22.4%. This suggests that stable discharge may exert a “masking effect,” concealing potential depletion of terrestrial water storage and legacy cryospheric reserves. Furthermore, the WBRI indicates that since 2010, both basins have tended toward a more vulnerable or tighter water-balance state, with reduced resilience to hydro-climatic variability. These findings support a flux–state collaborative monitoring framework. For the West Route Diversion Project, a hierarchical “Mainstem Control + Tributary Quotas” mode is suggested, in which transferable water limits consider storage-state indicators rather than runoff abundance alone. This may help reduce long-term storage-depletion risk and support alpine ecosystem sustainability.

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    AcknowledgementsThe Evaporation dataset of the Tibetan Plateau at the monthly scale (1979-2018) V2.0 used in this study was provided by the National Tibetan Plateau Data Center (http://data.tpdc.ac.cn).The authors are grateful to anonymous reviewers for their detailed comments, which have significantly improved the presentation of this work, Readers can also contact the first author via< [email protected]> for questions about the paper.FundingThis research was funded by [the National Key Research and Development Program of China] grant number [2022YFC3202401]. [Graduate Dissertation Fund of Nanjing Hydraulic Research Institute] grant number [Yy524013].Author informationAuthors and AffiliationsHydrology and Water Resources Department, Nanjing Hydraulic Research Institute, Nanjing, 210029, ChinaJunfei Yang, Bing Yan, En Li, Xuenan Yang & Changshuo HuangCollege of Hydrology and Water Resources, Hohai University, Nanjing, 210029, ChinaJunfei YangThe National Key Laboratory of Water Disaster Prevention, Nanjing Hydraulic Research Institute, Nanjing, 210029, ChinaJunfei Yang, Bing Yan & Changshuo HuangAuthorsJunfei YangView author publicationsSearch author on:PubMed Google ScholarBing YanView author publicationsSearch author on:PubMed Google ScholarEn LiView author publicationsSearch author on:PubMed Google ScholarXuenan YangView author publicationsSearch author on:PubMed Google ScholarChangshuo HuangView author publicationsSearch author on:PubMed Google ScholarCorresponding authorCorrespondence to
    Bing Yan.Ethics declarations

    Competing interests
    The authors declare no competing interests.

    Data citations
    Peng, S. (2020). 1-km monthly precipitation dataset for China (1901–2024). National Tibetan Plateau / Third Pole Environment Data Center https://doi.org/10.5281/zenodo.3114194.
    Miao, C., Gou, J. (2022). CNRDv1.0: the China natural runoff dataset version 1.0(1961–2018). National Tibetan Plateau / Third Pole Environment Data Center. https://doi.org/10.11888/Atmos.tpdc.272864.
    Wang, L., Tian, F., Han, S., Li, K., Li, Y., Mahmut, T., Cao, X., Nan, Y., Cui, T., Hu, Y., Wang, W. (2022). Evaporation dataset of the Tibetan Plateau at the monthly scale (1979–2018) V2.0. National Tibetan Plateau / Third Pole Environment Data Center. https://cstr.cn/18406.11.Meteoro.tpdc.271585.
    The SRTM DEM data is accessible from the Geospatial Data Cloud site. The specific processing and stitching for the China region was described by the data provider (http://www.gisrs.cn/?data_163/0ad6a9fa-b32b-4d91-8589-43fbf3859272.html ).
    FAO/IIASA/ISRIC/ISSCAS/JRC, 2012. Harmonized World Soil Database (version 2.0). FAO, Rome, Italy and IIASA, Laxenburg, Austria. Accessed from: https://gaez.fao.org/pages/hwsd.
    The China Multi-period Land Use Remote Sensing Monitoring Dataset (CNLUCC) was provided by the Resource and Environment Science and Data Center, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences (https://www.resdc.cn/DOI/DOI.aspx?DOIID=54).

    Additional informationPublisher’s noteSpringer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.Supplementary InformationBelow is the link to the electronic supplementary material.Supplementary Material 1 (download DOCX )Rights and permissions
    Open Access This article is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License, which permits any non-commercial use, sharing, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if you modified the licensed material. You do not have permission under this licence to share adapted material derived from this article or parts of it. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by-nc-nd/4.0/.
    Reprints and permissionsAbout this articleCite this articleYang, J., Yan, B., Li, E. et al. Flux-state decoupling reveals water-balance resilience in Tibetan headwaters.
    Sci Rep (2026). https://doi.org/10.1038/s41598-026-61179-1Download citationReceived: 25 February 2026Accepted: 02 July 2026Published: 06 July 2026DOI: https://doi.org/10.1038/s41598-026-61179-1Share this articleAnyone you share the following link with will be able to read this content:Get shareable linkSorry, a shareable link is not currently available for this article.Copy shareable link to clipboard
    Provided by the Springer Nature SharedIt content-sharing initiative
    KeywordsYangtze headwatersWater balance resilience index (WBRI)Flux-state mismatchCryospheric bufferingSWAT modelAdaptive water management More

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    In-situ enhancement of autotrophic nitrogen removal in coking wastewater using staged diatomite and pyrite strategy

    AbstractDue to toxicity inhibition and high external carbon costs, anaerobic/anoxic/oxic technologies for coking wastewater require efficient, low-carbon alternatives. Here we develop a strategy to effectively enhance the autotrophic nitrogen removal process in coking wastewater through a phased addition of diatomite porous material and an inorganic electron donor. Under long-term operation, diatomite increased biomass by 86% and induced micro-granular sludge with an average size of 196 μm. Nitrogen removal pathway analysis showed a shift from heterotrophic to autotrophic mode. Ultimately, SCN−- and FeS2-driven autotrophic denitrification contributed 25.6% and 27.9%, respectively. Enrichment of autotrophic sulfur-oxidizing nitrate-reducing bacteria, such as Sulfuritalea and Sulfurisoma, provided strong evidence. Additional pyrite supplementation ultimately increased total nitrogen removal from 77.7% to over 94.0% without external carbon. This study enhanced the in-situ autotrophic process of conventional systems for coking wastewater, offering a cost-effective pathway for energy-saving and carbon-reduction goals.

    FundingHuaqiang Chu discloses support for the research of this work from the National Natural Science Foundation of China [grant number 52270076].Author informationAuthors and AffiliationsState Key Laboratory of Water Pollution Control and Green Resource Recycling, College of Environmental Science and Engineering, Tongji University, Shanghai, ChinaZhiqi Ren, Jiaying Ma, Pei Ding, Huaqiang Chu, Xuefei Zhou & Yalei ZhangShanghai Institute of Pollution Control and Ecological Security, Tongji University, Shanghai, ChinaHuaqiang Chu, Xuefei Zhou & Yalei ZhangCollege of Environment & Safety Engineering, Fuzhou University, Fuzhou, ChinaYalei ZhangAuthorsZhiqi RenView author publicationsSearch author on:PubMed Google ScholarJiaying MaView author publicationsSearch author on:PubMed Google ScholarPei DingView author publicationsSearch author on:PubMed Google ScholarHuaqiang ChuView author publicationsSearch author on:PubMed Google ScholarXuefei ZhouView author publicationsSearch author on:PubMed Google ScholarYalei ZhangView author publicationsSearch author on:PubMed Google ScholarCorresponding authorCorrespondence to
    Huaqiang Chu.Ethics declarations

    Competing interests
    The authors declare no competing interests.

    Additional informationPublisher’s note Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.Supplementary informationSupplementary Information (download PDF )nr-reporting-summary (download PDF )Rights and permissions
    Open Access This article is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License, which permits any non-commercial use, sharing, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if you modified the licensed material. You do not have permission under this licence to share adapted material derived from this article or parts of it. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by-nc-nd/4.0/.
    Reprints and permissionsAbout this articleCite this articleRen, Z., Ma, J., Ding, P. et al. In-situ enhancement of autotrophic nitrogen removal in coking wastewater using staged diatomite and pyrite strategy.
    Commun Eng (2026). https://doi.org/10.1038/s44172-026-00718-0Download citationReceived: 13 December 2025Accepted: 18 June 2026Published: 04 July 2026DOI: https://doi.org/10.1038/s44172-026-00718-0Share this articleAnyone you share the following link with will be able to read this content:Get shareable linkSorry, a shareable link is not currently available for this article.Copy shareable link to clipboard
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    AcknowledgementsThe authors would like to thank Abigail Iuorio for her preliminary insights on the study.FundingThis material is based upon work supported by the National Science Foundation Graduate Research Fellowship Program under Grant No DGE-2146755. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation.Author informationAuthors and AffiliationsDepartment of Civil and Environmental Engineering, Stanford University, Stanford, CA, USASamyukta Shrivatsa & Khalid K. OsmanStanford Law School, Stanford University, Stanford, CA, USADerek Ouyang & Daniel E. HoDepartment of Computer Science, Stanford University, Stanford, CA, USADaniel E. HoDepartment of Political Science, Stanford University, Stanford, CA, USADaniel E. HoAuthorsSamyukta ShrivatsaView author publicationsSearch author on:PubMed Google ScholarDerek OuyangView author publicationsSearch author on:PubMed Google ScholarDaniel E. HoView author publicationsSearch author on:PubMed Google ScholarKhalid K. OsmanView author publicationsSearch author on:PubMed Google ScholarCorresponding authorCorrespondence to
    Khalid K. Osman.Ethics declarations

    Competing interests
    The authors declare no competing interests.

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    Reprints and permissionsAbout this articleCite this articleShrivatsa, S., Ouyang, D., Ho, D.E. et al. The Bipartisan infrastructure law’s impact on drinking water funding for disadvantaged communities.
    Nat Commun (2026). https://doi.org/10.1038/s41467-026-74287-3Download citationReceived: 06 May 2025Accepted: 01 June 2026Published: 02 July 2026DOI: https://doi.org/10.1038/s41467-026-74287-3Share this articleAnyone you share the following link with will be able to read this content:Get shareable linkSorry, a shareable link is not currently available for this article.Copy shareable link to clipboard
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