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Correction to: environmental consequences of interacting effects of changes in stratospheric ozone, ultraviolet radiation, and climate: UNEP environmental Effects Assessment Panel, Update 2024 (Photochemical & Photobiological Sciences, (2025), 24, 3, (357-392), 10.1007/s43630-025-00687-x)

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Photochemical and Photobiological Sciences 2025年第5期24卷 863-865页

作者： Neale, Patrick J. Hylander, Samuel Banaszak, Anastazia T. Häder, Donat-P. Rose, Kevin C. Vione, Davide Wängberg, Sten-Åke Jansen, Marcel A. K. Busquets, Rosa Andersen, Mads P. Sulbæk Madronich, Sasha Hanson, Mark L. Schikowski, Tamara Solomon, Keith R. Sulzberger, Barbara Wallington, Timothy J. Heikkilä, Anu M. Pandey, Krishna K. Andrady, Anthony L. Bruckman, Laura S. White, Christopher C. Zhu, Liping Bernhard, Germar H. Bais, Alkiviadis Aucamp, Pieter J. Chiodo, Gabriel Cordero, Raúl R. Petropavlovskikh, Irina Neale, Rachel E. Olsen, Catherine M. Hales, Simon Lal, Aparna Lingham, Gareth Rhodes, Lesley E. Young, Antony R. Robson, T. Matthew Robinson, Sharon A. Barnes, Paul W. Bornman, Janet F. Harper, Anna B. Lee, Hanna Calderón, Roy Mackenzie Ossola, Rachele Paul, Nigel D. Revell, Laura E. Wang, Qing-Wei Zepp, Richard G. Environmental Research Center Smithsonian Institution EdgewaterMD United States Centre for Ecology and Evolution in Microbial Model Systems Linnaeus University Kalmar Sweden Unidad Académica de Sistemas Arrecifales Universidad Nacional Autónoma de México Puerto Morelos Mexico Erlangen Germany Department of Biological Sciences and Department of Civil and Environmental Engineering Rensselaer Polytechnic Institute TroyNY United States Department of Chemistry University of Turin Turin Italy Department of Marine Sciences University of Gothenburg Gotheburg Sweden School of Biological Earth and Environmental Sciences Environmental Research Institute University College Cork Cork Ireland Chemical and Pharmaceutical Sciences Kingston University London Kingston Upon Thames United Kingdom Civil Environmental & Geomatic Engineering University College London London United Kingdom Department of Chemistry and Biochemistry California State University NorthridgeCA United States Atmospheric Chemistry Observations and Modeling National Center for Atmospheric Research BoulderCO United States USDA UV-B Monitoring and Research Program Colorado State University Fort. CollinsCO United States Department of Environment and Geography University of Manitoba WinnipegMB Canada Working Group Environmental Epidemiology IUF-Leibniz Research Institute for Environmental Medicine Düsseldorf Germany Department of Environment and Health School of Public Health University of Bielefeld Bielefeld Germany School of Environmental Sciences University of Guelph GuelphON Canada Retired From Eawag Swiss Federal Institute of Aquatic Science and Technology Dübendorf Switzerland Center for Sustainable Systems School for Environment and Sustainability University of Michigan Ann ArborMI United States Climate Research Finnish Meteorological Institute Helsinki Finland Indian Academy of Wood Science Bengaluru India Chemical and Biomolecular Engineering North Carolina State University RaleighN

This work is not a product of the U.S. Government or the U.S. environmental Protection Agency, and the author is not doing this work in any governmental capacity. This research was not performed or funded by EPA and was not subject to EPA’s quality system requirements. The views expressed in this journal article are those of the author(s) and do not necessarily represent the views or the policies of the U.S. environmental Protection Agency. The original article has been corrected. © The Author(s), under exclusive licence to the European Photochemistry Association, European Society for Photobiology 2025.

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History and fundamentals of multivariate air duality receptor models

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CHEMOMETRICS AND INTELLIGENT LABORATORY SYSTEMS 1997年第1期37卷 37-42页

作者： Henry, RC [a] Environmental Engineering Program Department of Civil & Environmental Engineering University of Southern California Los Angeles CA 90089-2531 USA

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Photo-oxidative dissolution of CdS(s). The effect of complexing agents

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Chemosphere 1995年第4期31卷 3093-3093页

作者： Davis, A.P. Hsieh, Y.H. Huang, C.P. Environmental Engineering Program Department of Civil Engineering University of Maryland College Park MD 20742 USA Environmental Engineering Program University of Delaware Newark DE 19716 USA

The photo-oxidative dissolution of cadmium sulfide has been investigated in the presence of several complexing organic and inorganic compounds under oxygen-saturated conditions. At pH 4 and 7, aromatic organic ligands enhance the cadmium dissolution rate by a factor of 5–6 over that without the organic present; EDTA, NTA, and citric and oxalic acids have little effect. Sulfite and hydrogen sulfide/bisulfide slightly enhance the dissolution. Conversely, at pH 10, EDTA and NTA produce a significant increase in dissolved cadmium (factor of approximately 18) while the other compounds exert little effect. These phenomena are explained by ligand surface complexation, and both surface and homogeneous ligand-enhanced dissolution.

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A hybrid machine learning model to estimate self-compacting concrete compressive strength

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Frontiers of Structural and civil engineering 2022年第8期16卷 990-1002页

作者： Hai-Bang LY Thuy-Anh NGUYEN Binh Thai PHAM May Huu NGUYEN Civil Engineering Department University of Transport TechnologyHanoi 100000Vietnam Civil and Environmental Engineering Program Graduate School of Advanced Science and EngineeringHiroshima UniversityHiroshima 739-8527Japan

This study examined the feasibility of using the grey wolf optimizer(GWO)and artificial neural network(ANN)to predict the compressive strength(CS)of self-compacting concrete(SCC).The ANN-GWO model was created using 115 samples from different sources,taking into account nine key SCC *** validation of the proposed model was evaluated via six indices,including correlation coefficient(R),mean squared error,mean absolute error(MAE),IA,Slope,and mean absolute percentage *** addition,the importance of the parameters affecting the CS of SCC was investigated utilizing partial dependence *** results proved that the proposed ANN-GWO algorithm is a reliable predictor for SCC’s *** that,an examination of the parameters impacting the CS of SCC was provided.

关键词： artificial neural network grey wolf optimize algorithm compressive strength self-compacting concrete

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Intensifying intermittent aeration for optimizing nutrient and hormone removal in vertical-flow constructed wetlands filled with aerated concrete

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Chemosphere 2025年 370卷 143941页

作者： Donato, Mayra Alves de Oliveira Souza, Adelania Pacheco, Amanda de Carvalho Silva, Lucas Svenar, Silvana Nagalli, André Passig, Fernando Hermes Brasil Bernardelli, Jossy Karla Querne de Carvalho, Karina - Civil Engineering Graduate Program. Deputado Heitor de Alencar Furtado St. 5000 Ecoville Paraná Curitiba81280-340 Brazil – Environmental Sciences and Technology Graduate Program. Deputado Heitor de Alencar Furtado St. 5000 Ecoville Paraná Curitiba81280-340 Brazil - Civil Construction Academic Department Deputado Heitor de Alencar Furtado St. 5000 Ecoville Paraná Curitiba81280-340 Brazil - Biology and Chemistry Academic Department. Deputado Heitor de Alencar Furtado St. 5000 Ecoville Paraná Curitiba81280-340 Brazil

Operational strategies have been applied in constructed wetlands to optimize the removal of nutrients and hormones that are still a concern in wastewater treatment. The strategy of intensifying intermittent aeration was investigated in two microcosm-scale vertical-flow constructed wetlands (VFCWs) planted with Eichhornia crassipes onto autoclaved aerated concrete (AC) in the removal of nutrients, estrone (E1), 17β-estradiol (E2) and 17α-ethinylestradiol (EE2). CW-1 (2.4 LO2 min−1) and CW-2 (1.4 LO2 min−1) were fed with synthetic wastewater in sequencing-batch mode (cycles 48-48-72 h) and intermittently aerated for 1 h, followed by 7 h without aeration for 377 days. Combined with the intensification strategy, the use of planted free-floating macrophytes and concrete-based material (emergent) as filtering media stand out as the innovation and originality aspects of this study. Despite the hormone addition, intensifying aeration enhanced the efficiencies since CW-1 achieved the highest removals with 91% COD, 77% TN, 74% TAN, 60% nitrate, and 97% TP in Stage I (no hormone addition) and 90% COD, 80% TN, 93% TAN, 63% nitrate, and 82% TP in Stage II (with hormone addition). CW-1 achieved the highest removal efficiencies of E1 (84%), E2 (95%), and EE2 (73%). Conversely, the efficiencies decreased under the lower aeration rate (in CW-2) for all parameters. Macrophyte uptake and adsorption stood out for TN (>60.25%) and TP (>27.6%) removal as the main mechanisms in the VFCWs. The characteristics of AC favored ion exchange and precipitation, reinforcing the potential of this material as filtering media in VFCWs. Intensification of intermittent aeration combined with hormone addition diverse and riched the microbial community with the presence of Thauera, Lentimicrobium (denitrification), Candidatus Accumulibacter (phosphorus removal), Pseudomonas, Fusibacter, and Azoarcus (EE2 degradation). Intensifying intermittent aeration was an important strategy to enhance the simultaneou

关键词： Wastewater treatment

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An enhanced air permeability model based on stable moisture conditions for nondestructive durability assessment

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Materials and Structures/Materiaux et Constructions 2025年第5期58卷

作者： Nguyen, May Huu Nakarai, Kenichiro Civil and Environmental Engineering Program Hiroshima University 1-4-1 Kagamiyama Higashi-Hiroshima Hiroshima739-8527 Japan

Concrete carbonation resistance is essential for ensuring durability and extending the service life of concrete structures, as carbonation can lead to the degradation of reinforcing steel and compromised structural integrity. Accurately assessing carbonation resistance through in situ measurements is crucial for evaluating and mitigating potential durability risks over time. Therefore, this study proposes a simple and accurate model for the nondestructive evaluation of concrete carbonation rates under natural conditions. The Torrent air permeability method was applied to measure the changes in the air permeability coefficient, kT, of concrete specimens produced using various cement types, water-to-binder ratios, and initial curing times. The permeability of the concrete, when equilibrated with external environmental conditions, kTe, was predicted based on early-age measurements of kT to determine the concrete carbonation rate, kC. The results indicated that the kTe index achieved a mean ratio between predicted and measured kC values of 1.032, with a low standard deviation of 0.264 and a CoV of 25.5%, indicating high consistency and accuracy compared to conventional air permeability indices. Thus, the proposed method can be applied to effectively predict the carbonation rate under natural exposure conditions, using only early age air permeability measurements. © The Author(s) 2025.

关键词： Damage detection

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MEASUREMENT AND MODELING OF WESTERN WASHINGTON PRECIPITATION CHEMISTRY

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WATER AIR AND SOIL POLLUTION 1985年第1期26卷 71-84页

作者： VONG, RJ LARSON, TV COVERT, DS WAGGONER, AP 1.Environmental Engineering and Science Program Department of Civil Engineering University of Washington WA Seattle 98195 USA

Precipitation was collected and chemically analyzed for a 1 yr period at four sites in western Washington. Spatial and seasonal variabilities in concentrations were identified with the highest concentrations nearest emission sources and in the summer. Multiple correlations among measured species revealed five groupings which were interpreted as the influences of seasalt, metals from a Cu smelter, an urban factor, soil, and acidic sulfate aerosol. A simple washout model predicted that the Cu smelter was the major contributor to a budget for rainwater sulfate. Measurement uncertainties were estimated for each analyte.

关键词： Acid precipitation Air pollution monitoring Copper smelter Emission Sulfate Washington (western)

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EVALUATION OF A MODIFIED-MODEL FOR DEEP BED FILTRATION

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WATER RESEARCH 1994年第2期28卷 335-342页

作者： TOBIASON, JE VIGNESWARAN, B Environmental Engineering Program Department of Civil Engineering University of Massachusetts at Amherst Amherst MA 01003 U.S.A.

The status of fundamental models of the performance of deep bed filters is reviewed and a modified model for monodisperse suspensions is presented. Particle removal is described by a modified version of the Vigneswaran and Tulachan model for the complete cycle of transient filter performance. A modification of the O'Melia and Ali approach and two linear approaches for headless modeling are also described. The sensitivity of model predictions to variations in parameter values is presented. A comparison with experimental results for ripening and steady state conditions shows that particle removal can be described well while the observed linear (with time) headless results cannot be described by modifications of the O'Melia and Ali approach. A surface area based linear headless model appears to capture the effects of suspended particle size on headless development while effects of coagulant type must be described by changes in model parameter values.

关键词： DEEP BED FILTRATION NONDISPERSE PARTICLE REMOVAL HEADLOSS EXPERIMENTAL RESULTS MODELING MODEL PARAMETERS

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Heat stress in landfill environments: Evaluating worker exposure and occupational risks

Case Studies in Chemical and Environmental Engineering

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Case Studies in Chemical and environmental engineering 2025年 11卷

作者： Abidin, Azham Umar Munawaroh, Anisful Lailil Rosinta, Aulia Sulistiyani, Arvi Tri Department of Environmental Engineering Faculty of Civil Engineering and Planning Universitas Islam Indonesia Indonesia Department of Information and Medical Service Vocational School Applied Master's Program in Occupational Health and Safety Universitas Gadjah Mada Indonesia Department of Community Family and Occupational Medicine Faculty of Medicine Khon Kaen University Thailand Faculty of Medicine Universitas Islam Indonesia Indonesia

Heat stress is a notable occupational health hazard, particularly because global climate change intensified environmental heat exposure. Workers in high-temperature environments, such as landfill sites, encounter significant health risks associated with heat stress, including dehydration, excessive sweating, fatigue, headaches, and potentially more severe conditions. This study examined landfill workers in Yogyakarta, where outdoor conditions increased their susceptibility to heat-related hazards. This study aimed to quantify heat stress in landfill operations via objective data analysis, which refers to the quantitative assessment of environmental heat conditions using the wet bulb globe temperature (WBGT) index, with the goal of informing practical interventions and improving worker health and safety protocols. This cross-sectional study, a type of observational research design, examined data collected at specific points in time. This study involved 39 landfill workers, with WBGT measurements collected at 25 sampling locations in the morning, daylight, and afternoon. This study evaluated the risk of heat stress at various times of the day using WBGT values. The results demonstrated notable fluctuations in WBGT, with peak levels occurring in daylight, consequently increasing the risk of heat stress. Age and body weight are significant factors because older individuals and those with increased body mass exhibit heightened susceptibility to heat retention. Statistical analysis revealed significant differences in WBGT measurements between morning and daylight and between daylight and afternoon (p < 0.001). These findings highlight the necessity for timely monitoring and management strategies to reduce heat stress risk, especially during daylight hours. © 2025 The Authors

关键词： Climate change Heat stress Occupational health Wet bulb globe temperature Workers

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Correction to: The perception of plastic waste and composition of boathouse waste in floating villages on Tonlé Sap Lake, Cambodia (Clean Technologies and environmental Policy, (2024), 10.1007/s10098-024-03108-2)

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Clean Technologies and environmental Policy 2025年 1-1页

作者： Habuer Fujiwara, Takeshi Vin, Spoann Chandara, Phat Tsukiji, Makoto Environmental Management Course Architecture Civil Engineering and Environmental Management Program School of Engineering Okayama University 3-1-1 Tsushima Naka Kita-Ku Okayama700-8530 Japan Department of Economic Development Faculty of Development Studies Royal University of Phnom Penh Russian Federation Boulevard Toul Kork Phnom Penh12156 Cambodia Department of Natural Resource Management and Development Faculty of Development Studies Royal University of Phnom Penh Russian Federation Boulevard Toul Kork Phnom Penh12156 Cambodia

In this article, the author’s name Habuer was incorrectly written as Mongolian Habuer. Incorrect version: Mongolian Habuer1 · Takeshi Fujiwara1 · Spoann Vin2 · Phat Chandara3 · Makoto Tsukiji1 Corrected version: Habuer1 · Takeshi Fujiwara1 · Spoann Vin2 · Phat Chandara3 · Makoto Tsukiji1 The original article has been corrected. © The Author(s) 2025.

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