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Search Results (2,347)

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Keywords = pollutant loading

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18 pages, 5355 KiB  
Article
Modified SWAT Model for Agricultural Watershed in Karst Area of Southwest China
by Junfeng Dai, Linyan Pan, Yan Deng, Zupeng Wan and Rui Xia
Agriculture 2025, 15(2), 192; https://doi.org/10.3390/agriculture15020192 - 16 Jan 2025
Viewed by 300
Abstract
The Soil and Water Assessment Tool (SWAT) model is extensively used globally for hydrological and water quality assessments but encounters challenges in karst regions due to their complex surface and groundwater hydrological environments. This study aims to refine the delineation of hydrological response [...] Read more.
The Soil and Water Assessment Tool (SWAT) model is extensively used globally for hydrological and water quality assessments but encounters challenges in karst regions due to their complex surface and groundwater hydrological environments. This study aims to refine the delineation of hydrological response units within the SWAT model by combining geomorphological classification and to enhance the model with an epikarst zone hydrological process module, exploring the accuracy improvement of SWAT model simulations in karst regions of Southwest China. Compared with the simulation results of the original SWAT model, we simulated runoff and nutrient concentrations in the Mudong watershed from January 2017 to December 2021 using the improved SWAT model. The simulation results indicated that the modified SWAT model responded more rapidly to precipitation events, particularly in bare karst landform, aligning more closely with the actual hydrological processes in Southwest China’s karst regions. In terms of the predictive accuracy for monthly loads of total nitrogen (TN) and total phosphorus (TP), the coefficient of determination (R2) value of the modified model increased by 10.3% and 9.7%, respectively, and the Nash–Sutcliffe efficiency coefficient (NSE) increased by 11.3% and 9.9%, respectively. The modified SWAT model improves prediction accuracy in karst areas and holds significant practical value for guiding non-point source pollution control in agricultural watersheds. Full article
(This article belongs to the Section Agricultural Soils)
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Figure 1
<p>Location map of Mudong watershed.</p>
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<p>Distribution of (<b>a</b>) soil, (<b>b</b>) slope, (<b>c</b>) karst, and (<b>d</b>) land use types in the study area of Mudong watershed.</p>
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<p>Hydrological cycle structure of Mudong watershed.</p>
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<p>Water flow in epikarst zone.</p>
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<p>Hydrological simulation path of the modified SWAT model with the additional epikarst zone (in blue).</p>
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<p>Comparison of the hydrological process in the surface between the SWAT and modified SWAT model.</p>
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<p>Nitrogen and phosphorus calculation process of the SWAT (<b>a</b>) and modified SWAT (<b>b</b>) model.</p>
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<p>Division process of hydrological response units based on karst landform of Mudong watershed.</p>
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<p>Comparison of the hydrological response unit’s division between the SWAT (<b>a</b>) and modified SWAT (<b>b</b>) model.</p>
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<p>Comparison of simulations in monthly (<b>a</b>) average flow rate, (<b>b</b>) total nitrogen load, and (<b>c</b>) total phosphorus load between SWAT and modified SWAT model.</p>
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17 pages, 1687 KiB  
Article
The Role of Hygiene in a Sustainable Approach to Managing Pool Water Quality
by Agnieszka Włodyka-Bergier, Tomasz Adam Bergier and Emilia Stańkowska
Sustainability 2025, 17(2), 649; https://doi.org/10.3390/su17020649 - 16 Jan 2025
Viewed by 355
Abstract
To achieve sustainable swimming pool water management, it is necessary to minimize the consumption of energy, water, and chemical agents to maintain the appropriate water quality. Some of the pollutants are introduced by swimmers and can be relatively easily removed if swimmers take [...] Read more.
To achieve sustainable swimming pool water management, it is necessary to minimize the consumption of energy, water, and chemical agents to maintain the appropriate water quality. Some of the pollutants are introduced by swimmers and can be relatively easily removed if swimmers take a shower before entering a pool. Thus, this research questions how much of an impact this simple act could have on the water quality and generally on sustainable water management in swimming pools. To address this question, experiments were conducted at the AGH Swimming Pool in Kraków, in a real facility—a hot tub—with the participation of volunteers who took a shower in Variant 1 and did not in Variant 2. The assessment was made on the basis of selected microbiological and physicochemical parameters of swimming pool water, including disinfection by-products. The research results proved that taking a shower can significantly reduce the load of pollutants users introduce into swimming pool water and can contribute to more efficient and ecological treatment of swimming pool water and minimize the negative impact on the health of swimming pool users (microbiological contaminants and precursors of harmful chlorination by-products). Full article
(This article belongs to the Section Sustainable Water Management)
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Graphical abstract
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<p>The basin of the hot tub at the AGH Swimming Pool.</p>
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<p>Free chlorine concentration (<b>A</b>) and microbial quality (<b>B</b>) of swimming pool water for Variant 1 (shower) and Variant 2 (no shower).</p>
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<p>Concentration of nitrate nitrogen (<b>A</b>), ammonium nitrogen (<b>B</b>), TOC (<b>C</b>), and COD<sub>Mn</sub> (<b>D</b>) in swimming pool water for Variant 1 (shower) and Variant 2 (no shower).</p>
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<p>Concentration of combined chlorine (<b>A</b>), THMs (<b>B</b>), CH (<b>C</b>), and HAA (<b>D</b>) in swimming pool water for Variant 1 (shower) and Variant 2 (no shower).</p>
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20 pages, 4323 KiB  
Article
Treatment of Acid Mine Water from the Breiner-Băiuț Area, Romania, Using Iron Scrap
by Gheorghe Iepure and Aurica Pop
Water 2025, 17(2), 225; https://doi.org/10.3390/w17020225 - 15 Jan 2025
Viewed by 279
Abstract
Acid mine drainage (AMD) forms in mining areas during or after mining operations cease. This is a primary cause of environmental pollution and poses risks to human health and the environment. The hydrographic system from the Maramureș mining industry (especially the Baia Mare [...] Read more.
Acid mine drainage (AMD) forms in mining areas during or after mining operations cease. This is a primary cause of environmental pollution and poses risks to human health and the environment. The hydrographic system from the Maramureș mining industry (especially the Baia Mare area) was heavily contaminated with heavy metals for many years due to mining activity, and after the closing of mining activity, it continues to be polluted due to water leaks from the abandoned galleries, the pipes, and the tailing ponds. The mineralization in the Băiuț area, predominantly represented by pyrite and marcasite associated with other sulfides, such as chalcopyrite, covelline, galena, and sphalerite, together with mine waters contribute to the formation of acid mine drainage. The Breiner-Băiuț mining gallery (copper mine) permanently discharges acidic water into the rivers. The efficiency of iron scrap (low-cost absorbent) for the treatment of mine water from this gallery was investigated. The treatment of mine water with iron shavings aimed to reduce the concentration of toxic metals and pH. Mine water from the Breiner-Baiut mine, Romania, is characterized by high acidity, pH = 2.75, and by the association of many heavy metals, whose concentration exceeds the limit values for the pollutant loading of wastewater discharged into natural receptors: Cu—71.1 mg/L; Zn—42.5 mg/L; and Fe—122.5 mg/L. Iron scrap with different weights (200 g, 400 g, and 600 g) was put in contact with 1.5 L of acid mine water. After 30 days, all three treatment variants showed a reduction in the concentrations of toxic metals. A reduction in Cu concentration was achieved below the permissible limit. In all three samples, the Cu concentrations were 0.005 for Sample 1, 0.001 for Sample 2, and <LOQ for Sample 3. The Zn concentration decreased significantly compared to the original mine water concentration from 42.5 mg/L to 1.221 mg/L, 1.091 mg/L, and 0.932 mg/L. These values are still above the permissible limit (0.5 mg/L). The Fe concentration increased compared to the original untreated water sample due to the dissolution of iron scrap. This research focuses on methods to reduce the toxic metal concentration in mine water, immobilizing (separating) certain toxic metals in sludge, and immobilizing various compounds on the surface of iron shavings in the form of insoluble crystals. Full article
(This article belongs to the Special Issue Basin Non-Point Source Pollution)
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Figure 1
<p>Mine water sampling area in the Baiuț region: (<b>a</b>) location in the Baia Mare area (Baiut, Romania—47°37′31.0″ N 24°00′32.5″ E (source: Google Maps); (<b>b</b>) overview of the mine entrance; (<b>c</b>) detailed view of the mine gallery and sampling point.</p>
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<p>Iron scrap (iron borings).</p>
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<p>Graphical representation of the concentration of heavy metals in mine water samples treated with iron shavings for each element: (<b>a</b>) Cu; (<b>b</b>) Zn; (<b>c</b>) Fe; (<b>d</b>) Cd.</p>
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<p>Graphical representation of the distribution of heavy metals in the sludge: (<b>a</b>) Cu; (<b>b</b>) Zn; (<b>c</b>) Fe; (<b>d</b>) Cd.</p>
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<p>Diffractogram of the sludge (P3-600): M—montmorillonite; I—illite; T—tenorite; Gs—goslarite; B—brochantite; L—lepidocrocite; G—goethite.</p>
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<p>Microscopic image of iron scrap fragments with deposits of yellow-orange salts: (<b>a</b>) aggregation of iron scrap; (<b>b</b>) crystals grown on the surface of an iron scrap; (<b>c</b>) crystals detached from the shavings, magnification 80×.</p>
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<p>Secondary electron images (SEIs) showing crystals clustered on the surface of iron scrap: (<b>a</b>) overview image, sample C1, magnification 95×; (<b>b</b>) detail of point (1), sample C1, magnification 1700×; (<b>c</b>) detail point (1), sample C1, magnification 2700×.</p>
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<p>SEM image of a concretion on the surface of a steel chip (crystal C2). (<b>a</b>) Image of crystal C2; (<b>b</b>) spectral analysis at point 3.</p>
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<p>Microstructure (COMPO) of crystal C3. (<b>a</b>) Image of crystal C3, 190×; (<b>b</b>) detail 1800×; (<b>c</b>) point 5 spectral analysis.</p>
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18 pages, 7479 KiB  
Article
Chitosan/Polyvinyl Alcohol/g-C3N4 Nanocomposite Film: An Efficient Visible Light-Responsive Photocatalyst and Antimicrobial Agent
by Murugan Sutharsan, Krishnan Senthil Murugan, Kanagaraj Narayanan and Thillai Sivakumar Natarajan
Processes 2025, 13(1), 229; https://doi.org/10.3390/pr13010229 - 15 Jan 2025
Viewed by 452
Abstract
Biopolymer-based nanocomposite film is an efficient material for addressing the increasing levels of pollutants in the environment and also for the production of antimicrobial packing material due to its good film-forming properties, biodegradability, and minimal environmental impact. In particular, chitosan/polyvinyl alcohol/g-C3N [...] Read more.
Biopolymer-based nanocomposite film is an efficient material for addressing the increasing levels of pollutants in the environment and also for the production of antimicrobial packing material due to its good film-forming properties, biodegradability, and minimal environmental impact. In particular, chitosan/polyvinyl alcohol/g-C3N4 (CS/PVA/g-C3N4) nanocomposite films with different weight percentages of PVA were prepared using simple methodologies and characterized using XRD, TGA, FT-IR, DSC, FE-SEM, EDX, and elemental mapping analysis. The XRD and FT-IR results validated the nanocomposite film formation. The FE-SEM images showed the smooth surface of the composite films without any wrinkles; the smoothness of the film increased with increases in the PVA loading, and the surface morphologies of the films were largely unchanged. The EDX and elemental mapping analysis validated the presence and uniform dispersion of g-C3N4 within the nanocomposite film. The photocatalytic activity of the CS/PVA/g-C3N4 composite films was assessed by the degradation of rhodamine B dye (RhB) and acetophenone under direct sunlight irradiation. The CS/PVA/g-C3N4 nanocomposite films exhibited superior degradation efficiency toward the RhB dye and acetophenone compared to the bare polymeric film and the g-C3N4 material. The order of degradation for the RhB dye and acetophenone was CS/PVA (1.0) g-C3N4 (95.34%, 33.33%) > CS/PVA (1.5) g-C3N4 (93.18%, 31.31%) > CS/PVA (0.5) g-C3N4 (93.02%, 29.29%) > CS/PVA (90.69%, 26.26%) > g-C3N4 (87.56%, 24%), respectively. Furthermore, the antimicrobial activity of the nanocomposite films was tested against E. coli, Pseudomonas sps., Klesiella sps., and Enterococcus sps., and the CS/PVA (1.5)/g-C3N4 nanocomposite film offered better antimicrobial properties than the other composite films and bare materials. In conclusion, these biopolymer-based nanocomposites are highly efficient and provide a promising path for the development of various biodegradable polymeric nanocomposites for environmental remediation and antibacterial packing applications. Full article
(This article belongs to the Special Issue Nanomaterials for Environmental Remediation Processes)
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Graphical abstract
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<p>Schematic representation of the photo-degradation setup.</p>
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<p>XRD patterns of g-C<sub>3</sub>N<sub>4</sub>, CS/PVA, and CS/PVA (0.5, 1, 1.5%)/g-C<sub>3</sub>N<sub>4</sub> nanocomposite films.</p>
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<p>FE-SEM images: (<b>a</b>) CS/PVA, (<b>b</b>) CS/PVA (0.5)/g-C<sub>3</sub>N<sub>4</sub>, (<b>c</b>) CS/PVA (1)/g-C<sub>3</sub>N<sub>4</sub>, and (<b>d</b>) CS/PVA (1.5)/g-C<sub>3</sub>N<sub>4</sub> nanocomposite films.</p>
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<p>Elemental mapping of (<b>a</b>) CS/PVA (0.5)/g-C<sub>3</sub>N<sub>4</sub>, (<b>b</b>) CS/PVA (1)/g-C<sub>3</sub>N<sub>4</sub>, and (<b>c</b>) CS/PVA (1.5)/g-C<sub>3</sub>N<sub>4</sub> nanocomposite films.</p>
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<p>FT-IR spectra of CS/PVA and CS/PVA (0.5, 1.0, 1.5) g-C<sub>3</sub>N<sub>4</sub> nanocomposite films.</p>
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<p>DSC curves of CS/PVA and CS/PVA (0.5, 1.0, 1.5) g-C<sub>3</sub>N<sub>4</sub> nanocomposite films.</p>
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<p>TGA analysis of CS/PVA and CS/PVA (0.5, 1.0, 1.5) g-C<sub>3</sub>N<sub>4</sub> nanocomposite films.</p>
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<p>UV–visible absorbance spectra of CS/PVA and CS/PVA (0.5, 1.0, 1.5) g-C<sub>3</sub>N<sub>4</sub> nanocomposite films.</p>
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<p>Degradation percentages of (<b>A</b>) RhB dye and (<b>B</b>) acetophenone with error bars using g-C<sub>3</sub>N<sub>4</sub>, CS/PVA, and CS/PVA (0.5, 1.0, 1.5) g-C<sub>3</sub>N<sub>4</sub> nanocomposite films under direct sunlight irradiation.</p>
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<p>(<b>a</b>) pH effect on degradation of RhB dye and (<b>b</b>) acetophenone using CS/PVA (1.0) g-C<sub>3</sub>N<sub>4</sub> nanocomposite film under direct sunlight irradiation.</p>
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<p>Recyclability profiles of CS/PVA (1.0) g-C<sub>3</sub>N<sub>4</sub> composite film for (<b>A</b>) RhB dye and (<b>B</b>) acetophenone degradation under direct sunlight irradiation.</p>
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<p>Antibacterial activities of the CS/PVA (0, 0.5, 1, 1.5) g-C<sub>3</sub>N<sub>4</sub> nanocomposite films against (<b>a</b>) <span class="html-italic">E. coli</span>, (<b>b</b>) <span class="html-italic">Pseudomonas</span> sps., (<b>c</b>) <span class="html-italic">Klebsiella</span> sps., and (<b>d</b>) <span class="html-italic">Enterococcus</span> sps.</p>
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<p>Schematic diagram of g-C<sub>3</sub>N<sub>4</sub> synthesis.</p>
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<p>Schematic diagram of the preparation of CS/PVA/g-C<sub>3</sub>N<sub>4</sub> nanocomposite films.</p>
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20 pages, 5498 KiB  
Review
Potential Use of Silk Waste in Sustainable Thermoplastic Composite Material Applications: A Review
by Tommaso Pini, Matteo Sambucci and Marco Valente
Fibers 2025, 13(1), 6; https://doi.org/10.3390/fib13010006 - 13 Jan 2025
Viewed by 466
Abstract
Global warming and climate change demand rapid and swift action in terms of reducing resource consumption, gas emissions, and waste generation. The textile industry is responsible for a large share of global pollution; therefore, to define a route to tackle part of the [...] Read more.
Global warming and climate change demand rapid and swift action in terms of reducing resource consumption, gas emissions, and waste generation. The textile industry is responsible for a large share of global pollution; therefore, to define a route to tackle part of the issue, a literature review on the current state of research in the field of recycling silk waste was conducted. The methods used to recover, process, and characterize silk waste fibers were summarized. The aim of this work was to investigate the possible applications of recycled silk waste in the field of composite materials for load bearing applications. In this sense, some prominent studies in the field of silk-based composites were reported, favoring thermoplastic materials for sustainability reasons. Studies on nonwoven silk waste fabrics were covered as well, finding an abundance of results but no applications as a reinforcement for composite materials. In a circular economy approach, we believe that the combination of nonwoven silk waste fabrics, thermoplastic polymers, and possibly hybridization with other fibers from sustainable sources could be beneficial and could lead to green and high-performance products. The aim of this work was to summarize the information available so far and help define a route in that direction. Full article
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<p>Scopus search results from 1993 to 2023 on the following keywords: silk waste (purple), silk waste composite (red), silk thermoplastic composite (green), silk waste nonwoven (light blue), and silk waste thermoplastic composite (black).</p>
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<p>Schematic of silk fiber. From [<a href="#B18-fibers-13-00006" class="html-bibr">18</a>].</p>
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<p>SEM images (scale bar 20 mm) of silk fibroin fibrils obtained with different degumming processes: (<b>D1</b>) 30 min at 120 °C water in autoclave, (<b>D2</b>) 30 min at 100 °C in 0.02 mol/L Na<sub>2</sub>CO<sub>3</sub> solution, (<b>D3</b>) 120 min at 100 °C in 0.02 mol/L Na<sub>2</sub>CO<sub>3</sub> solution, (<b>D4</b>) 60 min at 60 °C water with ultrasonication. From [<a href="#B27-fibers-13-00006" class="html-bibr">27</a>].</p>
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<p>Typical stress–strain curves of silk baves (red) and brins (blue). From [<a href="#B35-fibers-13-00006" class="html-bibr">35</a>].</p>
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<p>Flexural strength of epoxy composites for different content of untreated (checkered bars) and treated (solid bars) tussar silk fibers. From [<a href="#B68-fibers-13-00006" class="html-bibr">68</a>].</p>
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<p>Specific wear rate for epoxy composites with different contents of untreated (<b>a</b>) and treated (<b>b</b>) tussar silk fibers. From [<a href="#B68-fibers-13-00006" class="html-bibr">68</a>].</p>
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23 pages, 2937 KiB  
Article
Research on the Correlation Mechanism Between Complex Slopes of Mountain City Roads and the Real Driving Emission of Heavy-Duty Diesel Vehicles
by Gangzhi Tang, Dong Liu, Jiajun Liu and Xuefei Deng
Sustainability 2025, 17(2), 554; https://doi.org/10.3390/su17020554 - 13 Jan 2025
Viewed by 346
Abstract
This research proposed the method of using cumulative positive and negative elevation increment indicators based on road segment to identify the slope characteristics of mountain city roads. Furthermore, it proposed the adoption of these indicators, combined with driving dynamics and emission theory, to [...] Read more.
This research proposed the method of using cumulative positive and negative elevation increment indicators based on road segment to identify the slope characteristics of mountain city roads. Furthermore, it proposed the adoption of these indicators, combined with driving dynamics and emission theory, to analyze the correlation mechanism between the road slope and the actual driving fuel consumption and emissions. Three routes with different slope characteristics were selected in the mountain city of Chongqing, and six road driving tests were conducted using a Class N2 heavy-duty diesel vehicle. Finally, a comprehensive and in-depth study on fuel consumption and emission characteristics was carried out. The results show that the cumulative positive and negative elevation increment indicators based on road segment can correctly identify the complex slope characteristics of mountain city roads. Moreover, using the above indicators, the research method based on the theory of driving dynamics and emission successfully revealed the correlation mechanism between the slope of mountain city roads and the fuel consumption and emissions. Overall, the changes in fuel consumption factor and pollutants CO, NOX, and PN are positively correlated with the change in slope. The increase in slope leads to a rise in load, thereby increasing the required power, fuel consumption, and rich combustion conditions, ultimately leading to an increase in pollutants. It should be noted that driving dynamics also affect fuel consumption and emissions, leading to the specific rate of change between slope and fuel consumption not being consistent and a significant increase in the PN (Particulate Number) on some road sections. In addition, exhaust gas temperature may have a certain impact on emissions. Full article
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Figure 1
<p>PEMS installation diagram. 1. OBD communication connection; 2. Control computer; 3. Temperature and humidity sensor; 4. GPS; 5. AVL-MOVE-PN unit; 6. AVL-MOVE-gas unit; 7. The battery; 8. Exhaust flow meter.</p>
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<p>Test road map.</p>
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<p>Pollutant specific emission statistics of PEMS and C-WTVC.</p>
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<p>Instantaneous elevation change curve.</p>
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<p>Total fuel consumption, specific fuel consumption, and fuel consumption per unit distance of the whole trip.</p>
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<p>Cumulative work of total travel and each road section of different routes.</p>
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<p>Statistical chart of total fuel consumption, specific fuel consumption, and fuel consumption per unit distance of urban travel.</p>
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<p>Statistical chart of total fuel consumption, specific fuel consumption, and fuel consumption per unit distance of suburban travel.</p>
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<p>Statistical chart of total fuel consumption, specific fuel consumption, and fuel consumption per unit distance of high-speed travel.</p>
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<p>Total trip emission results of pollutants in different routes.</p>
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<p>Emission results of pollutants in different road sections.</p>
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22 pages, 3800 KiB  
Article
Assessing Pollution with Heavy Metals and Its Impact on Population Health
by Youssef Saliba and Alina Bărbulescu
Toxics 2025, 13(1), 52; https://doi.org/10.3390/toxics13010052 - 12 Jan 2025
Viewed by 292
Abstract
Pollution is one of the most important issues currently affecting the global population and environment. Therefore, determining the zones where stringent measures should be taken is necessary. In this study, Principal Component Analysis (PCA), Factor Analysis (FA), and t-distributed Stochastic Neighbor Embedding (t-SNE) [...] Read more.
Pollution is one of the most important issues currently affecting the global population and environment. Therefore, determining the zones where stringent measures should be taken is necessary. In this study, Principal Component Analysis (PCA), Factor Analysis (FA), and t-distributed Stochastic Neighbor Embedding (t-SNE) were utilized for dimensionality reduction and clustering of data series containing the concentration of 10 heavy metals collected at 14 locations. The Hazard Quotient (HQ) and Hazard Index (HI) were utilized to determine the non-carcinogenic risk to the population in the studied zones. The highest concentrations of metals in the samples were those of Fe, Zn, Mn, and Cr. PCA indicated that Fe and Zn (Co and Cd) had the highest contribution on the first (second) Principal Component (PC). FA showed that the three-factor model is adequate for explaining the variability of pollutant concentrations. The factor loadings revealed the strength of association between variables and factors, e.g., 0.97 for Zn, 0.83 for Cr, and 0.99 for Co. HQ for ingestion, HQing, was the highest for Fe (between 6.10 × 10−5 and 2.57 × 10−4). HQ for inhalation, HQinh, was the biggest for Mn (from 1.41 × 10−3 to 1.95 × 10−3). HI varied in the interval [0.172, 0.573], indicating the absence of a non-carcinogenic risk. However, since values above 0.5 were determined at four sites, continuous monitoring of the pollution in the sampling locations is necessary. Full article
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<p>Study area and the sampling locations.</p>
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<p>Scree plot.</p>
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<p>Correlation circles PC2 vs. PC1 (<b>left</b>) and PC4 vs. PC3 (<b>right</b>).</p>
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<p>Quality of representation (<b>left</b>); contributions to Dim.1–Dim.10 (<b>right</b>).</p>
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<p>PCA biplot. The sites are represented by dots numbered from 1 to 14.</p>
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<p>(<b>a</b>) Scree plot; (<b>b</b>) VSS; (<b>c</b>) <span class="html-italic">AIC</span> and <span class="html-italic">BIC</span> for FA.</p>
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<p>Results of t-SNE (<b>a</b>) before and (<b>b</b>) after optimization by the first criterion.</p>
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<p>Concentrations of the elements in each cluster.</p>
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<p>Results of t-SNE after optimization using (<b>a</b>) the silhouette score and (<b>b</b>) SME.</p>
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<p>Chart of <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>A</mi> <mi>D</mi> <mi>D</mi> </mrow> <mrow> <mi>t</mi> <mi>o</mi> <mi>t</mi> <mi>a</mi> <mi>l</mi> </mrow> </msub> </mrow> </semantics></math> for all heavy metals but Fe.</p>
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<p>Boxplots of (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>H</mi> <mi>Q</mi> </mrow> <mrow> <mi>i</mi> <mi>n</mi> <mi>g</mi> </mrow> </msub> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>H</mi> <mi>Q</mi> </mrow> <mrow> <mi>i</mi> <mi>n</mi> <mi>h</mi> </mrow> </msub> </mrow> </semantics></math>, and (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>H</mi> <mi>Q</mi> </mrow> <mrow> <mi>d</mi> <mi>e</mi> <mi>r</mi> <mi>m</mi> </mrow> </msub> </mrow> </semantics></math> for all heavy metals but Fe.</p>
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<p><span class="html-italic">HI</span> for the sampling sites.</p>
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17 pages, 3030 KiB  
Article
Experimental Study on a Solar Energy–Multi-Energy Complementary Heating System for Independent Dwellings in Southern Xinjiang
by Jie Li, Qian Yang, Hong Chen and Sihui Huang
Energies 2025, 18(2), 298; https://doi.org/10.3390/en18020298 - 11 Jan 2025
Viewed by 313
Abstract
This study proposes a multi-energy complementary heating system that uses solar energy combined with biomass energy as the main heat source, with electricity as an auxiliary heat source. The system aims to tackle the low efficiency, high energy consumption, and pollution associated with [...] Read more.
This study proposes a multi-energy complementary heating system that uses solar energy combined with biomass energy as the main heat source, with electricity as an auxiliary heat source. The system aims to tackle the low efficiency, high energy consumption, and pollution associated with traditional heating methods in rural southern Xinjiang, enhancing performance and productivity. It is designed to operate in five modes based on the region’s climate and building heat load requirements. An experimental platform was set up in eight rural households in Tumushuk City, Xinjiang, where winter heating tests were conducted. The goal of this study was to analyze the economic and environmental benefits of the system. The results showed that the energy utilization efficiencies of the five modes were 56.84%, 74.34%, 70.1%, 63.13%, and 59.68%. The corresponding CO2 emissions were 3.56 kg/d, 45.09 kg/d, 105.75 kg/d, 30.97 kg/d, and 76.79 kg/d. The environmental and economic costs for each mode were 0.0493 USD/d, 0.6398 USD/d, 1.5029 USD/d, 0.4384 USD/d, and 1.0905 USD/d. It is clear that as an auxiliary heat source, biomass energy is more beneficial than electricity. All five modes maintained indoor temperatures of 18 °C or higher, meeting winter heating needs in cold regions. The results of this study provide important data support for the promotion and application of solar and biomass heating systems in the rural areas of southern Xinjiang and also provide valuable references for solving the problem of decentralized heating in rural areas. Full article
(This article belongs to the Section B: Energy and Environment)
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<p>Building overview.</p>
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<p>The MECH System equipment diagram.</p>
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<p>Working principle of the MECH system.</p>
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<p>Layout of test points for the MECH system testing.</p>
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<p>Test data of the MECH system operating in Mode 1.</p>
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<p>Test data of the MECH system operating in Mode 2.</p>
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<p>Test data of the MECH system operating in Mode 3.</p>
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<p>Test data of the MECH system operating in Mode 4.</p>
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<p>Test data of the MECH system operating in Mode 5.</p>
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<p>Heating power in different modes of MECH systems.</p>
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24 pages, 3220 KiB  
Article
Optimizing Rural MG’s Performance: A Scenario-Based Approach Using an Improved Multi-Objective Crow Search Algorithm Considering Uncertainty
by Mohammad Hossein Taabodi, Taher Niknam, Seyed Mohammad Sharifhosseini, Habib Asadi Aghajari, Seyyed Mohammad Bornapour, Ehsan Sheybani and Giti Javidi
Energies 2025, 18(2), 294; https://doi.org/10.3390/en18020294 - 10 Jan 2025
Viewed by 472
Abstract
In recent years, the growth of utilizing rural microgrids (RMGs) has been accompanied by various challenges. These necessitate the development of appropriate models for optimal generation in RMGs and RMGs’ coordination. In this paper, two distinct models for RMGs are presented. The first [...] Read more.
In recent years, the growth of utilizing rural microgrids (RMGs) has been accompanied by various challenges. These necessitate the development of appropriate models for optimal generation in RMGs and RMGs’ coordination. In this paper, two distinct models for RMGs are presented. The first model includes an islanded rural microgrid (IRMG) and the second model consists of three RMGs that are interconnected with one another and linked to the distribution network. The proposed models take into account the uncertainty in load, photovoltaics (PVs), and wind turbines (WTs) with consideration of their correlation by using a scenario-based technique. Three objective functions are defined for optimization: minimizing operational costs including maintenance and fuel expenses, reducing voltage deviation to maintain power quality, and decreasing pollution emissions from fuel cells and microturbines. A new optimization method, namely the Improved Multi-Objective Crow Search Algorithm (IMOCSA), is proposed to solve the problem models. IMOCSA enhances the standard Crow Search Algorithm through three key improvements: an adaptive chaotic awareness probability to better balance exploration and exploitation, a mutation mechanism applied to the solution repository to prevent premature convergence, and a K-means clustering method to control repository size and increase algorithmic efficiency. Since the proposed problem is a multi-objective non-linear optimization problem with conflicting objectives, the idea of the Pareto front is used to find a group of optimal solutions. To assess the effectiveness and efficiency of the proposed models, they are implemented in two different case studies and the analysis and results are illustrated. Full article
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<p>Diagram of the first model.</p>
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<p>Diagram of the second model.</p>
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<p>Comparison of the Pareto front of the proposed algorithm and other algorithms. (<b>a</b>) Pareto front algorithms for costs and voltage deviation objectives. (<b>b</b>) Pareto front algorithms for emission and voltage deviation objectives. (<b>c</b>) Pareto front algorithms for costs and emission objectives.</p>
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<p>Pareto front of the first model for multi-objective function. (<b>a</b>) Pareto front for the most probable scenario with correlation. (<b>b</b>) Pareto front for the most probable scenario without correlation.</p>
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<p>Power load and generation level of the first model. (<b>a</b>) With correlation. (<b>b</b>) Without correlation.</p>
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<p>Output optimization of the first model. (<b>a</b>) With correlation. (<b>b</b>) Without correlation.</p>
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<p>Power load and generation level of the second model. (<b>a</b>) For MG1. (<b>b</b>) For MG2. (<b>c</b>) For MG3.</p>
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<p>Outcomes of RMGs’ alliance operation. (<b>a</b>) For MG1. (<b>b</b>) For MG2. (<b>c</b>) For MG3.</p>
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<p>Comparison of power purchasing cost for the distribution network.</p>
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<p>Comparison of emission pollution for the distribution network.</p>
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12 pages, 3253 KiB  
Article
Impact of Land Use Change on Lake Pollution Dynamics: A Case Study of Sapanca Lake, Turkey
by Serkan Ozdemir, Ahmet Celebi, Gulgun Dede, Mohsen Maghrebi and Ali Danandeh Mehr
Water 2025, 17(2), 182; https://doi.org/10.3390/w17020182 - 10 Jan 2025
Viewed by 397
Abstract
Modeling non-point source pollution dynamics in inland lake basins is essential for safeguarding water quality, maintaining ecosystem integrity, protecting public health, and advancing long-term environmental sustainability. This study explores non-point pollution dynamics in the Sapanca Lake basin, Turkey, in association with the basin’s [...] Read more.
Modeling non-point source pollution dynamics in inland lake basins is essential for safeguarding water quality, maintaining ecosystem integrity, protecting public health, and advancing long-term environmental sustainability. This study explores non-point pollution dynamics in the Sapanca Lake basin, Turkey, in association with the basin’s land use, land cover, hydrology, pollutant sources, and water quality parameters. The required data were gathered via a three-year monitoring program, which was carried out at 12 sampling stations around the lake, as well as using the collecting field measurements and GIS databases. Stepwise multiple regression analysis was employed to determine the best relation between non-point pollutants and land features. The results showed that urbanization and population density have significant correlations with the total nitrogen (TN) and total phosphorus (TP) in the study areas. Rivers crossing pristine areas, such as forests and uncultivated lands, demonstrated better water quality, thereby positively contributing to the lake ecosystem conservation. The highest nutrient loads were observed in streams that flow through highly urbanized sub-basins, followed by predominantly agricultural areas. This is likely due to runoff from urban environments, leaching from cultivated land, and contributions from livestock and tourism facilities. Conversely, densely forested regions exhibited the lowest levels of nutrient loads, highlighting their capacity for nutrient retention. The peak levels of non-point source pollution (TN = 5.22 mg/L and TP = 0.53 mg/L) were recorded in catchments with the highest degree of urbanization, whereas the lowest values (TN = 0.28 mg/L and TP = 0.04 mg/L) were found in the least urbanized areas. These findings emphasize that nutrients primarily impact water quality because of increasing urban and agricultural activities, while forested land plays a vital role in preserving lake water quality. To ensure sustainable water quality in lake basins, it is essential to strike a careful balance between protective measures and utilization policies, prioritizing conservation efforts. Full article
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<p>Location of the Lake Sapanca basin in the northwest of Turkey with 12 sub-basin streams and sampling sites in each stream from I to XII.</p>
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<p>Percentage land use within each sub-basins of the Lake Sapanca watershed.</p>
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<p>Monthly streamflow variation at each sub-basin (water year from October (1) to September (12)). MCM stands for million cubic meters.</p>
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<p>Streamflow variation at each sub-basin (water year from October (1) to September (12)).</p>
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<p>Annual TN and TP contribution to Lake Sapanca by different sub-basin streams.</p>
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13 pages, 3336 KiB  
Article
Analysis of the Pollution Load Contribution Rate of Inflowing Tributaries for the Sustainable Management of the Seomjin River (Seombon D)
by Don-Woo Ha, Jong-Hun Baek, Seong-Yun Hwang, Young-Jea Lee, Won-Seok Lee and Ji-Yeon Choi
Sustainability 2025, 17(2), 411; https://doi.org/10.3390/su17020411 - 8 Jan 2025
Viewed by 470
Abstract
The total maximum daily load (TMDL) system divides the watershed into unit basins for implementation and evaluates water quality by assessing whether targets have been achieved based on investigated data through continuous monitoring. River water quality is influenced by the amount and type [...] Read more.
The total maximum daily load (TMDL) system divides the watershed into unit basins for implementation and evaluates water quality by assessing whether targets have been achieved based on investigated data through continuous monitoring. River water quality is influenced by the amount and type of pollutants entering the river, making continuous monitoring, along with analysis and evaluation, essential for the ongoing development of policies and systems aimed at improving water quality. In this study, basic data for water quality management were gathered by analyzing the pollution contributions of the main river (the Seomjin River) and its tributaries, identifying major pollutant sources, and conducting trend analyses. The delivery pollution load of the Seombon D unit basin, one of the main watersheds of the Seomjin River in South Korea, shows a rapid increasing trend (BOD, 1.2–2.4, 2020), which is different from the trend in the B unit watershed of the Boseong River, also a tributary. The rapid increase is presumed to be due to the characteristics of Seombon D, including the inflow of pollution sources of Seombon C, an upstream point. The D unit basin of Seombon is located in the middle of the unit watersheds that divide the main stream of the Seomjin River in Korea into A, B, C, D, E, and F. This increase is thought to be due to the inflow of pollutants specific to Seombon D’s characteristics and the influence of the upstream Seombon C unit basin. In the pollution load contribution rate analysis of Seombon D, it was found that the contribution rate from Seombon C, the upstream area (BOD, 38.42–120.08%), was higher than that of the Boseong B unit basin tributary. The self-purification capacity of Seombon D is believed to have contributed to the improvement in its water quality. It is essential to manage the upstream Seombon C unit basin to sustainably improve the water quality of the Seombon D unit basin. Therefore, managing Seombon C is deemed necessary to further enhance the water quality of Seombon D. Full article
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<p>Study area and point in the Seombon D unit basin.</p>
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<p>Example of Variation in Pollutant Delivery Load and Delivery Ratio. (<b>a</b>) The part below the corresponding line is the smaller than average inflow load. (<b>b</b>) The part above the corresponding line is the larger than average inflow load. (<b>c</b>) The change in the amount of inflow load. The dotted green lines indicate the midpoint of the study period. The yellow numbers indicate the years of the study period.</p>
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<p>Measurement data of flow rate and water quality in Seombon D from 2019 to 2023.</p>
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<p>Annual average of delivery loads of pollutants biological oxygen demand [BOD], total phosphorus [T-P] at the measurement points from 2019 to 2023.</p>
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<p>Annual average graph of flow rate, BOD, and T-P, which are observation data at the study area.</p>
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<p>Variation in Pollutant Delivery Load and Delivery Ratio in Seombon D.</p>
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<p>Boseong B unit watershed delivery pollutant loads to Seomjin D unit watershed.</p>
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21 pages, 1251 KiB  
Article
Joint Effects of Lifestyle Habits and Heavy Metals Exposure on Chronic Stress Among U.S. Adults: Insights from NHANES 2017–2018
by Esther Ogundipe and Emmanuel Obeng-Gyasi
J. Xenobiot. 2025, 15(1), 7; https://doi.org/10.3390/jox15010007 - 7 Jan 2025
Viewed by 666
Abstract
Background: Chronic stress, characterized by sustained activation of physiological stress response systems, is a key risk factor for numerous health conditions. Allostatic load (AL), a biomarker of cumulative physiological stress, offers a quantitative measure of this burden. Lifestyle habits such as alcohol consumption [...] Read more.
Background: Chronic stress, characterized by sustained activation of physiological stress response systems, is a key risk factor for numerous health conditions. Allostatic load (AL), a biomarker of cumulative physiological stress, offers a quantitative measure of this burden. Lifestyle habits such as alcohol consumption and smoking, alongside environmental exposures to toxic metals like lead, cadmium, and mercury, were individually implicated in increasing AL. However, the combined impact of these lifestyle habits and environmental factors remains underexplored, particularly in populations facing co-occurring exposures. This study aims to investigate the joint effects of lifestyle habits and environmental factors on AL, using data from the NHANES 2017–2018 cycle. By employing linear regression and Bayesian Kernel Machine Regression (BKMR), we identify key predictors and explore interaction effects, providing new insights into how cumulative exposures contribute to chronic stress. Results from BKMR analysis underscore the importance of addressing combined exposures, particularly the synergistic effects of cadmium and alcohol consumption, in managing physiological stress. Methods: Descriptive statistics were calculated to summarize the dataset, and multivariate linear regression was performed to assess associations between exposures and AL. BKMR was employed to estimate exposure–response functions and posterior inclusion probabilities (PIPs), focusing on identifying key predictors of AL. Results: Descriptive analysis indicated that the mean levels of lead, cadmium, and mercury were 1.23 µg/dL, 0.49 µg/dL, and 1.37 µg/L, respectively. The mean allostatic load was 3.57. Linear regression indicated that alcohol consumption was significantly associated with increased AL (β = 0.0933; 95% CI [0.0369, 0.1497]; p = 0.001). Other exposures, including lead (β = −0.1056; 95% CI [−0.2518 to 0.0408]; p = 0.157), cadmium (β = −0.0001, 95% CI [−0.2037 to 0.2036], p = 0.999), mercury (β = −0.0149; 95% CI [−0.1175 to 0.0877]; p = 0.773), and smoking (β = 0.0129; 95% CI [−0.0086 to 0.0345]; p = 0.508), were not significant. BKMR analysis confirmed alcohol’s strong importance for AL, with a PIP of 0.9996, and highlighted a non-linear effect of cadmium (PIP = 0.7526). The interaction between alcohol and cadmium showed a stronger effect on AL at higher exposure levels. In contrast, lead, mercury, and smoking demonstrated minimal effects on AL. Conclusions: Alcohol consumption and cadmium exposure were identified as key contributors to increased allostatic load, while other exposures showed no significant associations. These findings emphasize the importance of addressing lifestyle habits and environmental factors in managing physiological stress. Full article
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<p>Spearman correlation matrix depicting relationships between variables of interest.</p>
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<p>Univariate exposure–response functions (blue line) and 95% credible interval (grey area) for association between single metal/lifestyle factor when other metals and lifestyle factor exposures are fixed at median. Adjusted for age, gender, race/ethnicity, and income.</p>
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<p>Bivariate exposure–response function of metals with AL. Adjusted for age, gender, race/ethnicity, and income.</p>
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<p>Bivariate exposure–response function of metals with AL: investigating exposure–response function with varying quantiles of second exposure, while other exposures are fixed. Orange, green, and blue are the 0.25, 0.5, and 0.75 quantile of the second exposure. Analysis adjusted for age, gender, race/ethnicity, and income.</p>
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<p>The overall effect of combined lifestyle factors and metals and the estimated change in chronic stress (with estimates and 95% credible intervals) at specific percentiles relative to their 50th percentile level. Adjusted for age, gender, race/ethnicity, and income.</p>
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<p>Single-exposure AL effects (95% CI), defined as the change in the response associated with a change in a particular exposure from its 25th to its 75th quantile, where all of the other exposures are fixed at a specific quantile (0.25, 0.50, or 0.75). Adjusted for age, gender, race/ethnicity, and income.</p>
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<p>Single-variable interaction terms (black dots and lines represent estimates and 95 % credible intervals) for mercury, cadmium, lead, alcohol consumption, and smoking. Adjusted for age, gender, race/ethnicity, and income.</p>
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19 pages, 3208 KiB  
Article
Particle Size-Dependent Monthly Variation of Pollution Load, Ecological Risk, and Sources of Heavy Metals in Road Dust in Beijing, China
by Cong Men, Donghui Li, Yunqi Jing, Ke Xiong, Jiayao Liu, Shikun Cheng and Zifu Li
Toxics 2025, 13(1), 40; https://doi.org/10.3390/toxics13010040 - 7 Jan 2025
Viewed by 483
Abstract
Road dust carries various contaminants and causes urban non-point source pollution in waterbodies through runoff. Road dust samples were collected in each month in two years and then sieved into five particle size fractions. The concentrations of ten heavy metals (As, Cd, Cr, [...] Read more.
Road dust carries various contaminants and causes urban non-point source pollution in waterbodies through runoff. Road dust samples were collected in each month in two years and then sieved into five particle size fractions. The concentrations of ten heavy metals (As, Cd, Cr, Cu, Hg, Mn, Ni, Pb, Zn, Fe) in each fraction were measured. The particle size fraction load index, coefficient of divergence, and Nemerow integrated risk index were used to analyze the temporal variation of pollution load and ecological risk in different particle size fractions. The advanced three-way model and wavelet analysis were used in quantitative identification and time-series analysis of sources. Results showed that both the pollution load and ecological risk of most heavy metals showed a decreasing trend from the finest fraction (P1) to the coarsest fraction (P5). The frequency of heavy metals in P1 posing extreme risk was about two times that of P5. Main types of heavy metal sources were similar among different fractions, whereas the impact intensity of these sources varied among different fractions. Traffic exhaust tended to accumulate in finer particles, and its contribution to Cu in P5 was only 35–55% of that in other fractions. Construction contributed more to coarser particles, and its contribution to Pb was increased from 45.34% in P1 to 65.35% in P5. Wavelet analysis indicated that traffic exhaust showed periodicities of 5–8 and 10–13 months. Fuel combustion displayed the strongest periodicity of 12–15 months, peaking in winter. Full article
(This article belongs to the Special Issue Atmospheric Emissions Characteristics and Its Impact on Human Health)
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<p>The study area and sampling site.</p>
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<p>Temporal variation of <span class="html-italic">PSF<sub>Load</sub></span> of different heavy metals in road dust.</p>
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<p>The correlation and difference of <span class="html-italic">GSF<sub>Load</sub></span> between particle size fractions. * indicates <span class="html-italic">p</span> &lt; 0.05 and ** indicates <span class="html-italic">p</span> &lt; 0.01.</p>
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<p>The values of CD among loads of heavy metals in each particle size fraction of road dust. “P2-P3” means a CD value between P2 and P3.</p>
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<p>Temporal variations of potential ecological risk associated with Cd and Hg.</p>
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<p>Temporal variations of <span class="html-italic">NIRI</span> in each fraction.</p>
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<p>Factor profiles of heavy metals in each fraction based on the ABB three-way model: (<b>a</b>) traffic exhaust; (<b>b</b>) fuel combustion; (<b>c</b>) construction; (<b>d</b>) use of pesticides and fertilizers.</p>
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<p>Periodicity of intensities of heavy metal sources: (<b>a</b>) traffic exhaust; (<b>b</b>) fuel combustion.</p>
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18 pages, 6791 KiB  
Article
Non-Point Source Pollution Risk Assessment in Karst Basins: Integrating Source–Sink Landscape Theory and Soil Erosion Modeling
by Senhua Hu, Yongqiong Yang, Jingan Chen, Wei Yu, Xia Huang, Jia Lu, Yun He, Yeyu Zhang, Haiquan Yang and Xiaorong Xu
Water 2025, 17(1), 132; https://doi.org/10.3390/w17010132 - 6 Jan 2025
Viewed by 474
Abstract
Non-point source pollution poses a significant threat to global water security, and risk assessment and key source area (CSA) identification are critical for its management. While source–sink landscape models are widely used for non-point source pollution evaluation, their application in karst regions is [...] Read more.
Non-point source pollution poses a significant threat to global water security, and risk assessment and key source area (CSA) identification are critical for its management. While source–sink landscape models are widely used for non-point source pollution evaluation, their application in karst regions is challenged by ecological fragility, shallow soil layers, and severe soil erosion, limiting their effectiveness in accurately identifying pollution risks and CSAs. This study focuses on the Caohai Lake basin in southwestern China; it integrates the landscape-weighted load index (LWLI) and the universal soil loss equation (USLE) to assess non-point source pollution risks in the basin with the aim of precisely delineating critical source areas (CSAs). Total phosphorus (TP) and total nitrogen (TN) served as key predictors of water quality, and their responses to the LWLI and USLE were analyzed in the karst environment. The results revealed the following: (1) source landscapes cover 65% of the basin area, with cropland (40%) being the primary contributor to nitrogen pollution; (2) the LWLI and USLE explain 50–67% of the TP and TN variations during the wet season, with a sharp increase in water quality risk when the LWLI exceeds 0.75; and (3) high-risk and very high-risk areas account for 36.3% and 15.3% of the basin, respectively, and are concentrated in the northwest and south, where intensive agriculture and severe soil erosion dominate. These findings provide a scientific basis for non-point source pollution control in the Caohai Lake basin. Full article
(This article belongs to the Section Water Quality and Contamination)
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<p>Study area overview. (<b>a</b>) Geographical location of Guizhou in China. (<b>b</b>) Land use distribution of the Caohai Lake basin. This map illustrates the major land use types within the study area, including cropland, forest, grassland, wetland, lake, residential land areas, and bare land. Different colors represent various land use categories. (<b>c</b>) Sub-basin divisions and hydrological network of the Caohai basin, where the blue areas represent lakes, the red points mark the water quality monitoring stations, and the black lines denote the boundaries of sub-basins, with numbers serving to identify each sub-basin. Major rivers, including the Dazhong River, Dongshan River, Baima River, Maojiahai River, and Wanxia River, radiate through the basin and converge into Caohai Lake.</p>
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<p>Spatial distribution of landscape load indices. (<b>a</b>) TN landscape load index: gradient shading from light to dark represents areas with increasing TN load levels. (<b>b</b>) TP landscape load index: gradient shading from light to dark illustrates variations in TP load levels. (<b>c</b>) Integrated landscape load index in the Caohai Lake basin: combines TN and TP load distributions, with darker colors indicating higher landscape loads and greater pollution potential.</p>
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<p>LWLI threshold analysis. The x-axis represents the landscape LWLI, indicating the impact of varying load levels on basin pollution. The left y-axis shows the frequency count, representing the number of sampling points within each LWLI range. The right y-axis depicts the cumulative threshold frequency, illustrating the trend in cumulative sampling point frequencies as LWLI values increase. The red dashed line represents the LWLI threshold, indicating the critical value where significant changes in TN or TP pollution levels are observed.</p>
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<p>Map of critical source areas for non-point source pollution. Spatial distribution of land use types (<b>a</b>). Soil erosion modulus (<b>b</b>). Division of critical source areas in Caohai Lake Basin (<b>c</b>). The colors represent different pollution risk zones, including low-risk, medium-risk, high-risk, and extremely high-risk areas. This operation was completed through weighted overlay in ArcMap 10.7, with the weights of land use, soil erosion, and LWLI being 0.2, 0.4, and 0.4, respectively.</p>
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<p>Proportion of landscape types across different risk areas. The bar chart illustrates the cumulative area, with different colors representing various landscape types, namely grasslands, residential areas, bare land, cropland, forests, wetlands, and lakes.</p>
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<p>Heatmap of correlations between watershed water quality and CSA key factors, where the color of the matrix represents the Pearson correlation coefficient (r value) between the parameters, with darker colors indicating stronger correlations. The color bar on the right shows the gradient from negative to positive correlations. Colors range from red (negative correlation) to green (positive correlation), and the color and thickness of lines connecting the source to sink landscapes indicate the results of the Mantel test, with red lines representing significant positive correlations, blue lines representing negative correlations, and line thickness indicating the strength of the correlation.</p>
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<p>Regression analysis of CSA with TP and TN. (<b>a</b>,<b>b</b>): Regression analysis of LWLI with TP (<b>a</b>) and TN (<b>b</b>) during wet (blue) and dry (red) seasons. (<b>c</b>,<b>d</b>): Regression analysis of USLE with TP (<b>c</b>) and TN (<b>d</b>) during wet (blue) and dry (red) seasons. Shaded areas represent 95% confidence intervals, illustrating seasonal differences in the relationships between LWLI, USLE, and nutrient concentrations.</p>
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19 pages, 8856 KiB  
Article
Risk Assessment of Non-Point Source Pollution Based on the Minimum Cumulative Resistance Model: A Case Study of Shenyang, China
by Yongxin Wang, Jianmin Qiao, Yuanman Hu, Qian Zhang, Xiulin Han and Chunlin Li
Land 2025, 14(1), 88; https://doi.org/10.3390/land14010088 - 5 Jan 2025
Viewed by 398
Abstract
Urban non-point source (NPS) pollution is an important risk factor that leads to the deterioration of urban water quality, affects human health, and destroys the ecological balance of the water environment. Reasonable risk prevention and control of urban NPS pollution are conducive to [...] Read more.
Urban non-point source (NPS) pollution is an important risk factor that leads to the deterioration of urban water quality, affects human health, and destroys the ecological balance of the water environment. Reasonable risk prevention and control of urban NPS pollution are conducive to reducing the cost of pollution management. Therefore, based on the theory of “source–sink” in landscape ecology, combined with the minimum cumulative resistance (MCR) model, this study considered the influence of geographic-environment factors in Shenyang’s built-up area on pollutants in the process of entering the water body under the action of surface runoff, and evaluated its risk. The results indicated that the highest pollution loads are generated by road surfaces. High-density residential zones and industrial zones are the main sources of urban NPS pollution. Impervious surface ratios and patch density were the dominant environmental factors affecting pollutant transport, with contributions of 56% and 40%, respectively. The minimum cumulative resistance to urban NPS pollution transport is significantly and positively correlated with the distance from water bodies and roads. Higher risk areas are mainly concentrated in the center of built-up areas and roads near the Hun River. Green spaces, business zones, public service zones, development zones, and educational zones demonstrate the highest average risk index values, exceeding 29. In contrast, preservation zones showed the lowest risk index (7.3). Compared with the traditional risk index method, the method proposed in this study could accurately estimate the risk of urban NPS pollution and provide a new reference for risk assessments of urban NPS pollution. Full article
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<p>Location of the study area.</p>
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<p>Geo-environmental data used in this study: (<b>a</b>–<b>d</b>) land use, DEM, mean building height, and road length.</p>
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<p>The resistance value of the urban NPS pollution environmental factors: (<b>a</b>–<b>h</b>) slope factor, topographic wetness index, patch density, impervious surface ratio, green space ratio, mean building height, density of building, density of roads.</p>
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<p>The average EMC values (<b>a</b>) and annual urban NPS pollution loads (<b>b</b>) under different urban land use types.</p>
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<p>Spatial distribution of pollution load (kg/y) per unit area in different urban functional zones in Shenyang.</p>
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<p>Spatial distributions of basic resistance surface (<b>a</b>) and minimum cumulative resistance (<b>b</b>).</p>
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<p>Spatial distribution of urban NPS pollution risks in Shenyang (<b>a</b>) at grid scale of 30 m resolution and (<b>b</b>) in different urban functional zones.</p>
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<p>Risk values of different urban functional zones. HRZ: high-density residential zone; LRZ: low-density residential zone; PSZ: public service zone; AGZ: agricultural zone; BUZ: business zone; INZ: industrial zone; EDZ: educational zone; DEZ: development zone; GS: green space; PRZ: preservation zone.</p>
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