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Search Results (1,955)

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30 pages, 1605 KiB  
Article
Risk Analysis of Digital Twin Project Operation Based on Improved FMEA Method
by Longyu Li, Jianxin You and Tao Xu
Systems 2025, 13(1), 48; https://doi.org/10.3390/systems13010048 - 13 Jan 2025
Abstract
With the advent of digitization, digital twin technology is gradually becoming one of the core technologies of the Industry 4.0 era, highlighting the increasing importance of digital twin project management. Despite its potential, DT projects face significant risks during implementation, stemming from technical, [...] Read more.
With the advent of digitization, digital twin technology is gradually becoming one of the core technologies of the Industry 4.0 era, highlighting the increasing importance of digital twin project management. Despite its potential, DT projects face significant risks during implementation, stemming from technical, managerial, and operational complexities. To address these challenges, this study proposes an improved failure mode and effect analysis (FMEA) framework by integrating double hierarchy hesitant fuzzy linguistic term sets (DHHFLTSs) and the Technique for Order Preference by Similarity to Ideal Solution (TOPSIS). This framework converts qualitative assessments into quantitative metrics and calculates weights using a hybrid approach, enabling more precise risk prioritisation. Application of the model to an automotive manufacturing company’s DT project identified key risks, particularly in the iteration and upgrade phase, emphasising the importance of cross-departmental collaboration and robust digital infrastructure. The proposed model provides a systematic framework for enterprises to assess and mitigate risks, ensuring the successful deployment of DT projects. Full article
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<p>The steps of traditional FMEA.</p>
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<p>The steps of the digital twin operation risk analysis model.</p>
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<p>Comparison of operation dimension sorting results of the three methods.</p>
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<p>Comparison of operation dimension sorting results of the three methods.</p>
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<p>Comparison of project dimension sorting results of the three methods.</p>
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32 pages, 105232 KiB  
Article
Effect of Blade Number on Internal Flow and Performance Characteristics in Low-Head Cross-Flow Turbines
by Ephrem Yohannes Assefa and Asfafaw Haileselassie Tesfay
Energies 2025, 18(2), 318; https://doi.org/10.3390/en18020318 - 13 Jan 2025
Viewed by 88
Abstract
Cross-flow turbines are widely used in microhydropower systems because of their cost-effectiveness, environmental sustainability, adaptability, and robust design. However, their relatively lower efficiency than other turbine types limit their application in large-scale projects. Previous studies have identified poor flow profiles as a significant [...] Read more.
Cross-flow turbines are widely used in microhydropower systems because of their cost-effectiveness, environmental sustainability, adaptability, and robust design. However, their relatively lower efficiency than other turbine types limit their application in large-scale projects. Previous studies have identified poor flow profiles as a significant factor contributing to inefficiency, with the number of blades playing a critical role in the flow behavior, efficiency, and structural stability. This study employed numerical simulations to analyze how varying the number of blades affects the internal flow characteristics and performance of the turbine at, and off, its best operating points. Configurations with 16, 20, 24, 28, 32, 36, 40, and 44 blades were investigated under constant low-head conditions, fully open valve settings, and varying runner speeds. Simulations were performed using ANSYS CFX, incorporating steady-state conditions, a two-phase flow model with a movable free surface, and a shear stress turbulence model. The results indicate that the 28-blade configuration achieved a maximum hydraulic efficiency of 83%, outperforming the preset 24-blade setup by 6%. Flow profiles were examined using pressure and velocity gradients to identify regions of adverse pressure. Due to the impulse nature of the turbine, the flow profile is more sensitive to changes in the flow speed than to pressure. The flow trajectory showed stability in the first stage but exhibited discrepancies in the second stage, which were attributed to turbulence, recirculation, and shaft flow impingement. The observed performance improvements were linked to reduced hydraulic losses due to flow separation and friction, emphasizing the significance of the number of blades and the regions of optimal efficiency under low-head conditions. Full article
(This article belongs to the Special Issue Recent Advances in Hydro-Mechanical Turbines: Powering the Future)
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<p>Cross-Flow Turbine (CFT) Design Configurations with Different Blade Counts: (<b>a</b>) Z = 16; (<b>b</b>) Z = 20; (<b>c</b>) Z = 24; (<b>d</b>) Z = 28; (<b>e</b>) Z = 32; (<b>f</b>) Z = 36; (<b>g</b>) Z = 40; (<b>h</b>) Z = 44.</p>
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<p>Schematic of the CFD Workflow using ANSYS CFX.</p>
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<p>Geometry and Computational Domain of the CFT.</p>
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<p>Boundary Condition Specifications.</p>
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<p>Flow Profiles at the First and Second Stages.</p>
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<p>Velocity Triangle of the fluid flow.</p>
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<p>Discretization of computational domains: (<b>a</b>) Runner domain; (<b>b</b>) Free inner surface domain; (<b>c</b>) Casing and nozzle domains.</p>
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<p>Grid independent study.</p>
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<p>Pressure Distribution Profiles for Different Blade Counts at a Constant Runner Speed of 350 rpm: (<b>a</b>) Z = 16, (<b>b</b>) Z = 20, (<b>c</b>) Z = 24, (<b>d</b>) Z = 28, (<b>e</b>) Z = 32, (<b>f</b>) Z = 36, (<b>g</b>) Z = 40, (<b>h</b>) Z = 44.</p>
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<p>Total Pressure Distribution Profiles for Varying Number of Blades at a Constant Runner Speed of 350 rpm.</p>
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<p>Pressure distribution profiles for a configuration with 28 blades at varying runner speeds: (<b>a</b>) N = 140, (<b>b</b>) N = 210, (<b>c</b>) N = 280; (<b>d</b>) N = 350, (<b>e</b>) N = 420, (<b>f</b>) N = 490; and (<b>g</b>) N = 540.</p>
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<p>Total pressure distribution profiles for a configuration with 28 blades at varying runner speeds.</p>
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<p>Distribution profiles of water superficial velocity at different blade number configurations and a constant runner speed of 350 rpm: (<b>a</b>) Z = 16, (<b>b</b>) Z = 20, (<b>c</b>) Z = 24; (<b>d</b>) Z = 28, (<b>e</b>) Z = 32, (<b>f</b>) Z = 36; (<b>g</b>) Z = 40, and (<b>h</b>) Z = 44.</p>
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<p>Distribution Profiles of Superficial Water Velocity for Varying Number of Blades at a Constant Runner Speed of 350 rpm.</p>
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<p>Superficial Water Velocity Profiles for a 28-Blade Configuration at Different Runner Speeds: (<b>a</b>) N = 140, (<b>b</b>) N = 210, (<b>c</b>) N = 280, (<b>d</b>) N = 350, (<b>e</b>) N = 420, (<b>f</b>) N = 490, (<b>g</b>) N = 540.</p>
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<p>Superficial Water Velocity Distribution Profiles for 28-Blade Configuration at Different Runner Speeds.</p>
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<p>Water Volume Fraction Distribution Profiles for Different Blade Counts at a Constant Runner Speed of 350 rpm: (<b>a</b>) Z = 16, (<b>b</b>) Z = 20, (<b>c</b>) Z = 24, (<b>d</b>) Z = 28, (<b>e</b>) Z = 32, (<b>f</b>) Z = 36, (<b>g</b>) Z = 40, (<b>h</b>) Z = 44.</p>
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<p>Water Volume Fraction Distribution Profiles for 28-Blade Configuration at Different Runner Speeds: (<b>a</b>) N = 140, (<b>b</b>) N = 210, (<b>c</b>) N = 280, (<b>d</b>) N = 350, (<b>e</b>) N = 420, (<b>f</b>) N = 490, (<b>g</b>) N = 540.</p>
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<p>Impact of number of blades on hydraulic performance.</p>
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<p>CFT performances for various blades number configurations and runner speeds.</p>
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<p>Studies illustrating the impact of the number of blades on the CFT performance.</p>
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13 pages, 473 KiB  
Article
Quantitative and Qualitative Benefits of Using BIM in Design and Construction Stages for Railway Development
by Jianfeng Liao, Hwan Yong Kim and Min Ho Shin
Buildings 2025, 15(2), 180; https://doi.org/10.3390/buildings15020180 - 9 Jan 2025
Viewed by 366
Abstract
As railway infrastructure projects become increasingly complex, the potential of Building Information Modeling (BIM) technology to enhance project efficiency and management has garnered significant attention. This paper analyzes the quantitative and qualitative benefits of BIM in the design and construction stages of railway [...] Read more.
As railway infrastructure projects become increasingly complex, the potential of Building Information Modeling (BIM) technology to enhance project efficiency and management has garnered significant attention. This paper analyzes the quantitative and qualitative benefits of BIM in the design and construction stages of railway development projects through case studies and compares its effectiveness in these two phases. The results indicate that BIM primarily benefits the design stage by reducing design errors and optimizing processes to save costs and time, averaging cost savings of USD 41,000 and a reduction of 49 days in project duration. In the construction stage, the impact of BIM is even more pronounced, reflected in reduced rework, dynamic resource management, and shortened project timelines, leading to savings of USD 710,795 and a reduction of 89 to 104.5 days in project duration. The 3D modeling and real-time information-sharing capabilities of BIM significantly enhance cross-departmental collaboration efficiency and information transparency, minimizing rework caused by communication issues and greatly optimizing project management and execution. This study shows that BIM can lay the groundwork for construction during the design phase and further improve project management efficiency during the construction phase. Full article
(This article belongs to the Special Issue BIM Methodology and Tools Development/Implementation)
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<p>Cost savings from the three cases utilizing BIM.</p>
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<p>Working days and labor saved.</p>
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23 pages, 9054 KiB  
Article
A Study on Canopy Volume Measurement Model for Fruit Tree Application Based on LiDAR Point Cloud
by Na Guo, Ning Xu, Jianming Kang, Guohai Zhang, Qingshan Meng, Mengmeng Niu, Wenxuan Wu and Xingguo Zhang
Agriculture 2025, 15(2), 130; https://doi.org/10.3390/agriculture15020130 - 9 Jan 2025
Viewed by 300
Abstract
The accurate measurement of orchard canopy volume serves as a crucial foundation for wind regulation and dosage adjustments in precision orchard management. However, existing methods for measuring canopy volume fail to satisfy the high precision and real-time requirements necessary for accurate variable-rate applications [...] Read more.
The accurate measurement of orchard canopy volume serves as a crucial foundation for wind regulation and dosage adjustments in precision orchard management. However, existing methods for measuring canopy volume fail to satisfy the high precision and real-time requirements necessary for accurate variable-rate applications in fruit orchards. To address these challenges, this study develops a canopy volume measurement model for orchard spraying using LiDAR point cloud data. In the domain of point cloud feature extraction, an improved Alpha Shape algorithm is proposed for extracting point cloud contours. This method improves the validity judgment for contour line segments, effectively reducing contour length errors on each 3D point cloud projection plane. Additionally, improvements to the mesh integral volume method incorporate the effects of canopy gaps in height difference calculations, significantly enhancing the accuracy of canopy volume estimation. For feature selection, a random forest-based recursive feature elimination method with cross-validation was employed to filter 10 features. Ultimately, five key features were retained for model training: the number of point clouds, the 2D point cloud contour along the X- and Z-projection directions, the 2D width in the Y-projection direction, and the 2D length in the Z-projection direction. During model construction, the study optimized the hyperparameters of partial least squares regression (PLSR), backpropagation (BP) neural networks, and gradient boosting decision trees (GBDT) to build canopy volume measurement models tailored to the dataset. Experimental results indicate that the PLSR model outperformed other approaches, achieving optimal performance with three principal components. The resulting canopy volume measurement model achieved an R2 of 0.9742, an RMSE of 0.1879, and an MAE of 0.1161. These results demonstrate that the PLSR model exhibits strong generalization ability, minimal prediction bias, and low average prediction error, offering a valuable reference for precision control of canopy spraying in orchards. Full article
(This article belongs to the Section Digital Agriculture)
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<p>LZY604 driverless wheeled tractor.</p>
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<p>Point cloud data acquisition. (<b>a</b>) Acquisition site. (<b>b</b>) Multi-view point cloud image.</p>
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<p>SOR filter denoising before and after comparison. (<b>a</b>) Top view of before and after denoising. (<b>b</b>) Front view before and after denoising.</p>
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<p>Point cloud of single fruit trees.</p>
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<p>3D point cloud plane projection. (<b>a</b>) <span class="html-italic">X</span>-axis projection. (<b>b</b>) <span class="html-italic">Y</span>-axis projection. (<b>c</b>) <span class="html-italic">Z</span>-axis projection.</p>
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<p>Triangular sectioning and edge circle drawing.</p>
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<p>2D point cloud contour lines. (<b>a</b>) Comparison of contours in X-projection direction; (<b>b</b>) Comparison of contours in the Y-projection direction; (<b>c</b>) Comparison of contours in Z-projection direction.</p>
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<p>2D point cloud contour lines. (<b>a</b>) Comparison of contours in X-projection direction; (<b>b</b>) Comparison of contours in the Y-projection direction; (<b>c</b>) Comparison of contours in Z-projection direction.</p>
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<p>Comparison of manual labeling Alpha Shape contour extraction algorithm with actual contour lengths. (<b>a</b>) Alpha Shape contour extraction algorithm manually labeled lengths. (<b>b</b>) Manual marking of actual contour lengths.</p>
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<p>Comparison of before and after improvement of grid integral volume method. (<b>a</b>) Grid integral volume method before improvement. (<b>b</b>) Improved grid integral volume method.</p>
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<p>Body element and point cloud presentation diagrams. (<b>a</b>) The body element is taken as 0.5 m. (<b>b</b>) The body element is taken as 0.1 m.</p>
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<p>Comparison of results between the body element method and the improved grid integration method.</p>
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<p>Test set results of a model test set for canopy volume measurement based on PLSR. (<b>a</b>) Plot of predicted versus true values for the test set. (<b>b</b>) Plot of test set scatter points versus residual fit.</p>
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<p>BP neural network-based canopy volume measurement model test set results. (<b>a</b>) Plot of predicted versus true values for the test set. (<b>b</b>) Plot of test set scatter points versus residual fit.</p>
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<p>Test set results of canopy volume measurement model based on GBDT. (<b>a</b>) Plot of predicted versus true values for the test set. (<b>b</b>) Plot of test set scatter points versus residual fit.</p>
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<p>Comparison of sycamore canopy contour extraction and volume acquisition. (<b>a</b>) Comparison of contours in X-projection direction. (<b>b</b>) Comparison of contours in the Y-projection direction. (<b>c</b>) Comparison of contours in Z-projection direction. (<b>d</b>) Volume acquisition comparison.</p>
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<p>Comparison of sycamore canopy contour extraction and volume acquisition. (<b>a</b>) Comparison of contours in X-projection direction. (<b>b</b>) Comparison of contours in the Y-projection direction. (<b>c</b>) Comparison of contours in Z-projection direction. (<b>d</b>) Volume acquisition comparison.</p>
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21 pages, 18639 KiB  
Article
CO2 Sequestration in a Carbonate Saline Aquifer: An Investigation into the Roles of Natural Fractures and Well Placement
by Abdulrahim K. Al Mulhim, Mojdeh Delshad and Kamy Sepehrnoori
Energies 2025, 18(2), 242; https://doi.org/10.3390/en18020242 - 8 Jan 2025
Viewed by 274
Abstract
CO2 sequestration is considered one of the main pillars in achieving the ongoing decarbonization efforts. A myriad of CO2 sequestration projects targeted sandstone reservoirs since carbonate reservoirs appeared to be unpropitious due to their geological complexity and unfavorable mineralogy and properties. [...] Read more.
CO2 sequestration is considered one of the main pillars in achieving the ongoing decarbonization efforts. A myriad of CO2 sequestration projects targeted sandstone reservoirs since carbonate reservoirs appeared to be unpropitious due to their geological complexity and unfavorable mineralogy and properties. This study investigates CO2 sequestration potential in a carbonate saline aquifer while considering various geological complexities by capitalizing on numerical simulation. A synthetic anticline reservoir model examined the optimum well location and landing zone for CO2 sequestration. Additionally, the model evaluated the role of natural fractures in the migration path of CO2 plume and geochemical reactions throughout the storage process. The study demonstrates that placing the injection well away from the top of the structure in a low-dip region while injecting in the bottom interval would yield the optimum design. After applying a plethora of analyses, geological complexity could impede the migration path of CO2 but eventually produce a similar path when injected in a similar region. The geochemical interactions between the injected CO2 and reservoir fluids and minerals reduce the free and trapped CO2 quantities by dissolving calcite and precipitating dolomite. Furthermore, natural fractures impact the CO2 quantities during early times only when the fractures cross the top layers. Similarly, the CO2 migration differs due to the higher permeability within the fractures, resulting in slightly different CO2 plumes. Consequently, the role of natural fractures should be limited in carbon storage projects, specifically if they do not cross the top of the reservoir. This study reflects a unique perspective on sequestering CO2 while capturing the roles of natural fractures and well placement in depicting the migration path of the CO2 plume. A similar systematic workflow and holistic approach can be utilized to optimize the subsurface storage process for potential formations. Full article
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<p>Mineral relative changes during CO<sub>2</sub> storage in two different rock samples. (<b>a</b>) Claystone sample; (<b>b</b>) Dolomite sample [<a href="#B24-energies-18-00242" class="html-bibr">24</a>].</p>
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<p>Typical CO<sub>2</sub> performance during subsurface storage process. (<b>a</b>) Mass distribution; (<b>b</b>) Gas saturation.</p>
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<p>The synthetic anticline reservoir model demonstrates an asymmetrical design. The magenta and blue colors show the horizons and the layers, respectively.</p>
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<p>Relative permeability curves for brine and CO<sub>2</sub> in a carbonate reservoir based on Bennion and Bachu [<a href="#B30-energies-18-00242" class="html-bibr">30</a>].</p>
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<p>Natural fractures network realizations. (<b>a</b>) The first realization shows 95 fractures; (<b>b</b>) The second realization shows 49 fractures; (<b>c</b>) The third realization shows 189 fractures.</p>
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<p>Locations of the injection wells. (<b>a</b>) Side view of the wells; (<b>b</b>) Top view of the wells. The magenta and blue colors show the horizons and the layers, respectively.</p>
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<p>Top view illustration of the lateral differences between the location of the injection well in scenario a, b, and c.</p>
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<p>Flow barriers are illustrated in yellow from a top view relative to the injection well location.</p>
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<p>Vertical extension scenarios in the natural fracture networks, where the fractures are demonstrated in blue.</p>
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<p>Location of the injection well, showing all the natural fractures network realizations.</p>
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<p>Top view of the global CO<sub>2</sub> mole fractions of three different well locations after 200 years of simulation. (<b>a</b>) Global mole fraction distribution in the low-dip scenario; (<b>b</b>) Global mole fraction distribution in the top structure scenario; (<b>c</b>) Global mole fraction distribution in the high-dip scenario.</p>
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<p>Comparison between the CO<sub>2</sub> amounts in the high-dip, low-dip, and top structure scenarios with and without modeling the geochemical reactions. (<b>a</b>) Free CO<sub>2</sub>; (<b>b</b>) Trapped CO<sub>2</sub>; (<b>c</b>) Dissolved CO<sub>2</sub>.</p>
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<p>Subsurface chemical reactions due to dissolved CO<sub>2</sub> and minerals interactions in the high-dip, low-dip, and top structure scenarios. (<b>a</b>) Calcite dissolution; (<b>b</b>) Dolomite precipitation.</p>
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<p>Effect of tortuosity on CO<sub>2</sub> global mole fraction distribution. (<b>a</b>) The base scenario after the injection stops; (<b>b</b>) The tortuosity scenario after the injection stops; (<b>c</b>) The base scenario after 200 years of simulation; (<b>d</b>) The tortuosity scenario after 200 years of simulation.</p>
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<p>Side view of the CO<sub>2</sub> global mole fractions when injecting the CO<sub>2</sub> at multiple zones. (<b>a</b>) Bottom zone injection; (<b>b</b>) Middle zone injection; (<b>c</b>) Top zone injection.</p>
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<p>Global mole fraction distribution in the fractures for the first realization where fractures intersect all the layers.</p>
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<p>Global CO<sub>2</sub> mole fraction distributions after ten years of injection across multiple layers while incorporating the first natural fracture network realization. (<b>a</b>) The 1st layer; (<b>b</b>) The 5th layer; (<b>c</b>) The 20th layer.</p>
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<p>Comparison between the global mole fraction distributions after 200 years with and without a natural fracture network. (<b>a</b>) Top of the aquifer excluding the natural fracture network; (<b>b</b>) Top of the aquifer with the natural fracture network; (<b>c</b>) Bottom of the aquifer excluding the natural fracture network; (<b>d</b>) Bottom of the aquifer with the natural fracture network.</p>
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<p>CO<sub>2</sub> quantities when incorporating fractures in the simulation model. (<b>a</b>) Free CO<sub>2</sub>; (<b>b</b>) Trapped CO<sub>2</sub>; (<b>c</b>) Dissolved CO<sub>2</sub>.</p>
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<p>Top view of the CO<sub>2</sub> global mole fraction for the second fracture network realization. (<b>a</b>) The CO<sub>2</sub> plume excluding the geochemical reactions; (<b>b</b>) The CO<sub>2</sub> plume with the geochemical reactions.</p>
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<p>Chemical reactions outcome due to CO<sub>2</sub> and minerals interactions when incorporating natural fractures in the simulation model. (<b>a</b>) Calcite dissolution; (<b>b</b>) Dolomite precipitation.</p>
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15 pages, 8532 KiB  
Article
Co-Creating Snacks: A Cross-Cultural Study with Mediterranean Children Within the DELICIOUS Project
by Elena Romeo-Arroyo, María Mora, Olatz Urkiaga, Nahuel Pazos, Noha El-Gyar, Raquel Gaspar, Sara Pistolese, Angelique Beaino, Giuseppe Grosso, Pablo Busó, Juancho Pons and Laura Vázquez-Araújo
Foods 2025, 14(2), 159; https://doi.org/10.3390/foods14020159 - 7 Jan 2025
Viewed by 374
Abstract
Mediterranean diet adherence has been decreasing during the last few decades, and non-appropriate snacking habits have also been identified among Mediterranean children and adolescents. To co-create new snacks and to explore children’s interests and preferences, a multi-method approach was used in the present [...] Read more.
Mediterranean diet adherence has been decreasing during the last few decades, and non-appropriate snacking habits have also been identified among Mediterranean children and adolescents. To co-create new snacks and to explore children’s interests and preferences, a multi-method approach was used in the present study, including some qualitative and quantitative research phases. Conducted in collaboration with schools in Lebanon, Egypt, Portugal, Italy, and Spain, different snack prototypes were designed and tested in a Mediterranean cross-cultural context. The results showed significant differences among countries in snacking preferences and general food-related attitudes. Italian children exhibited higher levels of neophobia, resulting in lower acceptance of all proposed snacks. Some sensory and contextual insights were collected, such as Egyptian children favoring sweet and crunchy textures and “At school”, “With my friends”, and “As a morning/afternoon snack” being identified as linked to snack acceptance in some countries. The present study underscores the value of co-creation processes involving children to address non-recommended dietary patterns, highlighting the critical role of sensory properties, cultural differences, and contextual factors in designing healthy snacks that meet the Mediterranean diet’s principles but are highly appreciated by the young segment of the population. Full article
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<p>Scheme showing the co-creation multi-method approach with the different stakeholders involved in the process.</p>
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<p>Correspondence analysis results showing the emotional responses across different countries (co-creation/cooking workshop). Legend: orange dots for the current position of emojis; black rhombuses for the current position of snacks.</p>
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<p>Correspondence analysis results showing the emotional responses across different snacks (hands-on activity). Legend: orange dots for the current position of emojis; black rhombuses for the current position of snacks.</p>
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<p>Symmetric plot (correspondence analyses) of the CATA responses showing differences among granola bars in the different studied countries (cross-cultural study).</p>
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24 pages, 7915 KiB  
Article
A Theoretical and Test Analysis of Heat and Humidity Transfer for Deeply Buried Underground Corridors with Different Shapes
by Tong Ren, Mengzhuo Li, Long He, De Wang and Lingbo Kong
Energies 2025, 18(2), 234; https://doi.org/10.3390/en18020234 - 7 Jan 2025
Viewed by 365
Abstract
Moisture generation in the ventilation projects of deeply buried underground corridors affects the underground building environment and personnel health. In order to master the heat and humidity transfer law of underground corridors, this paper establishes a mathematical model by theoretical analysis, and the [...] Read more.
Moisture generation in the ventilation projects of deeply buried underground corridors affects the underground building environment and personnel health. In order to master the heat and humidity transfer law of underground corridors, this paper establishes a mathematical model by theoretical analysis, and the application of the theoretical model in engineering calculation is verified by a field test. It is found that the ventilation efficiency and heat and humidity transfer effect are related to corridor shape. The results show that under the same cross-sectional area, the average temperature drop and humidity of a rectangular corridor are 0.25% and 0.3% higher than that of an arch corridor, and 0.8% and 0.9% higher than that of a circular corridor. Under the condition of constant section circumference, the average temperature drop and humidity of a rectangular corridor are 0.51% and 0.62% higher than that of an arch corridor, and 1.37% and 1.58% higher than that of a circular corridor. When the equivalent diameter is the same, there is almost no difference in the heat and humidity transfer effect of the three shaped corridors. Full article
(This article belongs to the Special Issue Numerical Simulation Techniques for Fluid Flows and Heat Transfer)
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<p>Wet environment of underground corridor and plant. (<b>a</b>) Fog in the corridor. (<b>b</b>) Damp gallery walls. (<b>c</b>) Mildew on the factory walls.</p>
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<p>Types of corridors in actual engineering. (<b>a</b>) Rectangular tunnel. (<b>b</b>) Circular tunnel. (<b>c</b>) Arch tunnel.</p>
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<p>Schematic diagram of the corridor with a rotary surface.</p>
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<p>Schematic of the arch corridor.</p>
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<p>Regional distribution of the field test hydropower station.</p>
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<p>Dependent layout diagram of the floor corridor measuring points. (<b>a</b>) Arrangement of measuring points in the length direction. (<b>b</b>) Arrangement of measuring points in cross-section.</p>
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<p>Field test of the underground corridor. (<b>a</b>) Inlet air parameter test. (<b>b</b>) Corridor wall temperature test. (<b>c</b>) Wind speed test in corridor.</p>
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<p>Variation curve of air temperature, relative humidity, and wall temperature at each measuring point of traffic tunnel. (<b>a</b>) Xianyou Power Station. (<b>b</b>) Dagangshan Power Station. (<b>c</b>) Jinping I Power Station.</p>
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<p>Comparison of underground corridor indexes of power plants in different regions. (<b>a</b>) Indicators of heat dissipation and moisture dissipation. (<b>b</b>) Temperature drop indicator.</p>
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<p>Comparison of the measured and theoretical calculation model of each power station. (<b>a</b>) Temperature. (<b>b</b>) Moisture content.</p>
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<p>Schematic diagram of the micro-element segmentation of circular corridor and rectangular corridor. (<b>a</b>) Circular corridor. (<b>b</b>) Rectangular corridor.</p>
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<p>The curve of air parameters with various factors in circular corridor. (<b>a</b>) Temperature. (<b>b</b>) Moisture content. (<b>c</b>) Enthalpy.</p>
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<p>The curve of air parameters with various factors in arch corridor. (<b>a</b>) Temperature. (<b>b</b>) Moisture content. (<b>c</b>) Enthalpy.</p>
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<p>The curve of air parameters with various factors in rectangular corridor. (<b>a</b>) Temperature. (<b>b</b>) Moisture content. (<b>c</b>) Enthalpy.</p>
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<p>Comparison of measured and calculated values of air parameters of the underground corridor (equal cross-sectional area). (<b>a</b>) Temperature. (<b>b</b>) Moisture content.</p>
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<p>Comparison of measured and calculated values of air parameters of the underground corridor (equivalent diameter). (<b>a</b>) Temperature. (<b>b</b>) Moisture content.</p>
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<p>Comparison between measured and calculated values of air parameters of the underground corridor (equal cross-section circumference). (<b>a</b>) Temperature. (<b>b</b>) Moisture content.</p>
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25 pages, 1890 KiB  
Review
Impact of Controlled Environment Agriculture (CEA) in Nigeria, a Review of the Future of Farming in Africa
by Mabel Adaeze Nwanojuo, Christian Kosisochukwu Anumudu and Helen Onyeaka
Agriculture 2025, 15(2), 117; https://doi.org/10.3390/agriculture15020117 - 7 Jan 2025
Viewed by 437
Abstract
The study investigates controlled environment agriculture (CEA) in Nigeria focusing on its feasibility, economic benefits, environmental impact, and socio-economic implications. While CEA technologies such as hydroponics, vertical farming, automation, and greenhouse systems offer efficiency and yield improvements, this review highlights the extent to [...] Read more.
The study investigates controlled environment agriculture (CEA) in Nigeria focusing on its feasibility, economic benefits, environmental impact, and socio-economic implications. While CEA technologies such as hydroponics, vertical farming, automation, and greenhouse systems offer efficiency and yield improvements, this review highlights the extent to which they can be utilized in solving the food challenges facing the country including food shortages, wasteful use of land, and climatic disturbances in agriculture. However, their adoption faces challenges like high initial costs, technical knowledge gaps, and unstable energy infrastructure. Additionally, there is a lack of localized research on resource utilization, crop profitability, and the scalability of these systems in Nigeria’s urban and rural contexts, which further hinders adoption. Government policy reforms, renewable energy access, and capacity-building programs are crucial to overcoming these barriers. Localized pilot projects and field studies are also necessary to validate the feasibility of CEA systems under Nigeria’s unique socio-economic and climatic conditions. Cross-country comparisons with South Africa and Kenya reveal actionable insights for Nigeria’s CEA implementation such as South Africa’s public-private partnerships and Kenya’s solar-powered vertical farms which can serve as actionable blueprints for Nigeria’s CEA adoption and expansion. Nigeria with its teeming population is food import-dependent, with agricultural imports reaching 3.35 trillion Naira between 2019 and 2023. This is unsustainable and requires alternative measures including targeted CEA interventions to increase its agricultural productivity. Overall, for CEA to contribute meaningfully to the Nigerian agricultural sector, specific changes including targeted subsidies, policy reforms, renewable energy access, stakeholder engagement, capacity-building programs, and infrastructure development must be instituted to achieve sustainable agricultural growth. Furthermore, strategies such as hybridizing traditional and CEA practices and creating “pay-as-you-grow” financial models for CEA infrastructure can make the transition more viable for smallholder farmers, who dominate Nigeria’s agricultural sector. Full article
(This article belongs to the Section Ecosystem, Environment and Climate Change in Agriculture)
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<p>Estimated Nigeria’s crop production. Adapted from Senkus et al. [<a href="#B13-agriculture-15-00117" class="html-bibr">13</a>].</p>
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<p>Classification of Controlled Environment Agriculture [<a href="#B25-agriculture-15-00117" class="html-bibr">25</a>].</p>
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<p>Greenhouse setting optimized for growing tomatoes [<a href="#B29-agriculture-15-00117" class="html-bibr">29</a>].</p>
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<p>Agricultural contribution to Nigerian GDP [<a href="#B50-agriculture-15-00117" class="html-bibr">50</a>]. *Q2 2020.</p>
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<p>Global CEA Market Size, By Value (USD Billion), 2019–2029 [<a href="#B67-agriculture-15-00117" class="html-bibr">67</a>].</p>
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<p>Global CEA Market, By Geography (USD Million) [<a href="#B68-agriculture-15-00117" class="html-bibr">68</a>].</p>
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16 pages, 5234 KiB  
Article
Detection and Attribution of a Spatial Heterogeneity in the Temporal Evolution of Bulgarian River Discharge
by Natalya A. Kilifarska, Gergana I. Metodieva and Antonia Ch. Mokreva
Geosciences 2025, 15(1), 12; https://doi.org/10.3390/geosciences15010012 - 5 Jan 2025
Viewed by 401
Abstract
The hydrosphere is an element of the climate system and changes in the latter are reasonably projected over the river outflow. Climatic changes, however, are unevenly distributed over the Earth, and understanding their regional imprint on the hydrosphere is of great importance. In [...] Read more.
The hydrosphere is an element of the climate system and changes in the latter are reasonably projected over the river outflow. Climatic changes, however, are unevenly distributed over the Earth, and understanding their regional imprint on the hydrosphere is of great importance. In this study, we have conducted a statistical analysis of the monthly maximum and minimum river discharge recorded in 22 hydrological stations located on 19 of the Bulgarian rivers during the period 1993–2022. We have found that in half of the river basins, the trend of the spring maximum discharge is significantly positive (α = 0.05). In the other half of the stations, the trend is neutral. The stations with a positive trend are not randomly distributed but grouped, forming a pattern crossing the country from northwest to southeast. This pattern of trend distribution raises questions about the causes of the irregular hydrological response to the rising global near-surface temperatures. A comparison of hydrological data with some climatic variables (i.e., temperature, precipitation, and ozone at 70 hPa), combined with neural network analysis results, suggests ozone as a possible reason for the heterogeneous hydrological response. Its effect could be explained by an imposed episodic warming of the near-surface temperature due to fluctuations in the ozone density near the tropopause, which in turn favours the faster melting of ice and snow in the corresponding river basins. Full article
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<p>Location of the Bulgarian river basins used in the current study, together with the hydrological stations measuring river discharge.</p>
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<p>Maps of river discharge trends: (<b>a</b>) maximum discharge (spring); (<b>b</b>) minimum discharge (autumn) on the territory of Bulgaria, calculated by linear regression. Values higher or lower than ±0.15 [m<sup>3</sup>/s/yr] are statistically significant at α = 0.05. Stars indicate the location of hydrological stations.</p>
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<p>Spatial distribution of the correlation between modelled and measured maximum streamflow as a function of total precipitation (<b>a</b>), temperature at 2 m above the surface (<b>b</b>) and ozone at 70 hPa (<b>c</b>). maximum streamflow trends (shown in <a href="#geosciences-15-00012-f002" class="html-fig">Figure 2</a>). Stars indicate the location of the hydrological stations.</p>
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<p>Maps of near-surface temperature (top) (<b>a</b>) and total precipitation (bottom) (<b>b</b>) dynamic anomalies calculated for the period 1993–2022 (coloured shading). The spring outflow trend, shown in <a href="#geosciences-15-00012-f002" class="html-fig">Figure 2</a>, is overlaid (contours). Stars indicate the location of hydrological stations.</p>
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<p>Maps of the spring near-surface temperature (<b>a</b>) and ozone at 70 hPa (<b>b</b>) dynamic anomalies, calculated for the period 1993–2022 (coloured shading). The red contours represents the spring outflow trend, shown in <a href="#geosciences-15-00012-f002" class="html-fig">Figure 2</a>. Stars indicate the location of hydrological stations.</p>
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<p>Schematic diagram of the effect of ozone on surface temperature and late winter/early spring river discharge; GhE stands for greenhouse effect.</p>
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<p>Maps of the autumn near-surface temperature (<b>a</b>) and ozone at 70 hPa (<b>b</b>) dynamic anomalies, calculated for the period 1993–2022 (coloured shading). Stars indicate the location of hydrological stations.</p>
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<p>Time series of the monthly discharge of the Maritsa River, measured in Plovdiv, and the ozone values at 70 hPa, over Plovdiv, for the period 1993–2022.</p>
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<p>Projection of the influence of ozone at 70 hPa on the rivers discharge, determined by an artificial neural network (colour shading). The green contours indicate the statistically significant trend in river discharge (shown in <a href="#geosciences-15-00012-f002" class="html-fig">Figure 2</a>). Stars indicate the location of hydrological stations.</p>
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19 pages, 4989 KiB  
Article
Fitting and Evaluating Taper Functions to Predict Upper Stem Diameter of Planted Teak (Tectona grandis L.f.) in Eastern and Central Regions of Nepal
by Nawa Raj Pokhrel, Mukti Ram Subedi and Bibek Malego
Forests 2025, 16(1), 77; https://doi.org/10.3390/f16010077 - 5 Jan 2025
Viewed by 411
Abstract
Teak [Tectona grandis L.f.] has a wide distribution range in tropical countries and is Nepal’s second most planted commercial tree species. This study aimed to develop a robust and reliable taper equation for Teak species in Nepal. To achieve this, 15 parametric [...] Read more.
Teak [Tectona grandis L.f.] has a wide distribution range in tropical countries and is Nepal’s second most planted commercial tree species. This study aimed to develop a robust and reliable taper equation for Teak species in Nepal. To achieve this, 15 parametric taper equations were fitted and evaluated using the diameter and height data of 100 trees sampled from two stands of the Sagarnath Plantation projects, Nepal. The data set was split into training (90%) and testing (10%) sets based on the trees’ ID, and model fitting was conducted in two phases. In the first phase, nonlinear models were fitted to the training data using 10-fold cross-validation, and the performance was evaluated based on fit and validation statistics. The top five models were further analyzed in the second phase using a mixed effects framework to account for variance and correlation structures. The modified Bi model performed best under a fixed effects modeling framework (R2 = 0.96, RMSE = 1.83 cm). However, the Sharma and Zhang model performed the best under a mixed-effects modeling framework (R2 = 0.97, RMSE = 1.54 cm). Therefore, we suggest using the modified Bi under fixed effects and variable exponent equation of Sharma and Zhang under mixed-effects modeling as a taper equation for Teak. The Sharma and Zhang’s equation is recommended for its high accuracy and better performance over previously recommended variable exponents equations. Full article
(This article belongs to the Section Forest Inventory, Modeling and Remote Sensing)
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<p>Location map of the study area and sampling sites.</p>
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<p>Scatter plot of total height against diameter at breast height (d) (<b>left</b>) and relative diameter (d/D) against relative height (h/H) (<b>right</b>).</p>
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<p>Standardized residuals versus the predicted upper stem diameter of the five selected taper models.</p>
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<p>Box plots showing the variations in the model errors in predictive upper stem diameter at the 0.1 relative height interval class for five selected taper equations.</p>
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<p>Comparison of prediction errors in stem diameter at upper heights—Koirala et al. (2021) [<a href="#B30-forests-16-00077" class="html-bibr">30</a>]—versus this study using the current data set.</p>
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32 pages, 4167 KiB  
Article
Ontology-Driven Mixture-of-Domain Documentation: A Backbone Approach Enabling Question Answering for Additive Construction
by Chao Li and Frank Petzold
Buildings 2025, 15(1), 133; https://doi.org/10.3390/buildings15010133 - 4 Jan 2025
Viewed by 423
Abstract
Advanced construction techniques, such as additive manufacturing (AM) and modular construction, offer promising solutions to address labor shortages, reduce CO2 emissions, and enhance material efficiency. Despite their potential, the adoption of these innovative methods is hindered by the construction industry’s fragmented expertise. [...] Read more.
Advanced construction techniques, such as additive manufacturing (AM) and modular construction, offer promising solutions to address labor shortages, reduce CO2 emissions, and enhance material efficiency. Despite their potential, the adoption of these innovative methods is hindered by the construction industry’s fragmented expertise. Building Information Modeling (BIM) is frequently suggested to integrate this diverse knowledge, but existing BIM-based approaches lack a robust framework for systematically documenting and retrieving the cross-domain knowledge essential for construction projects. To bridge this gap, this paper presents an ontology-driven methodology for documenting and utilizing expert knowledge, with a focus on AM in construction. Based on a well-founded ontological framework, a set of modular ontologies is formalized for individual domains. Additionally, a prototypical documentation tool is developed to elevate recorded information and BIM models as a knowledge graph. This knowledge graph will interface with advanced large language models (LLMs), enabling effective question answering and knowledge retrieval. Full article
(This article belongs to the Special Issue Architectural Design Supported by Information Technology: 2nd Edition)
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<p>MoD and its applications.</p>
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<p>Ontology framework enabling MoD.</p>
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<p>Modal extension for the IOF Core; prefix–ontology mapping: iof—IOF Core; obo—BFO; modal—proposed MEO ontology.</p>
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<p>CCPO overview with marked CQs; prefix–ontology mapping: iof—IOF Core; obo—BFO; pato—phenotype and trait ontology [<a href="#B96-buildings-15-00133" class="html-bibr">96</a>]; ccpo—proposed concrete composition and properties ontology.</p>
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<p>BOT classes to IOF Core alignment; prefix—ontology mapping: iof—IOF Core; obo—BFO; bot—BOT ontology.</p>
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<p>BOT object properties to IOF Core alignment; prefix—ontology mapping: obo—BFO; ro—RO ontology.</p>
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<p>BDO overview with marked CQs; prefix–ontology mapping: iof—IOF Core; obo—BFO; bdo—proposed BDO ontology.</p>
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<p>CORA-bare and CORAX classes aligned to the IOF Core; prefix–ontology mapping: iof—IOF Core; obo—BFO; cora—CORA-bare ontology; corax—CORAX ontology.</p>
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<p>CORA-bare, CORAX, and RPARTS object properties aligned with the IOF Core; prefix–ontology mapping: iof—IOF Core; obo—BFO; cora—CORA-bare ontology; corax—CORAX ontology; rparts—RPARTS ontology; ro—RO ontology.</p>
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<p>PSO overview with marked CQs; prefix–ontology mapping: cora—CORA-bare ontology; pso—proposed PSO ontology.</p>
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<p>Additive construction ontology with marked CQs; prefix–ontology mapping: iof—IOF Core ontology; ccpo—concrete composition and properties ontology; pso: printing system ontology; aco—proposed additive construction ontology.</p>
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<p>Narrative model; prefix–ontology mapping: iof—IOF Core; obo—BFO; bot—BOT ontology; bdo—BDO ontology; aco—additive construction ontology; mod—proposed mixture-of-domain documentation ontology.</p>
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<p>RDF graph returned for information of robotic system deployed for experiment using Shotcrete AM method, adapted from <a href="#buildings-15-00133-f0A1" class="html-fig">Figure A1</a>.</p>
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<p>RDF graph returned for necessary sub-processes and their inputs and outputs for one experiment using Shotcrete method, adapted from <a href="#buildings-15-00133-f0A2" class="html-fig">Figure A2</a>.</p>
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<p>Workflow of ontology−enabled documentation for BIM models.</p>
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<p>RDF graph for the robotic system deployed by one experiment using the Shotcrete method.</p>
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<p>RDF graph for processes and input and output details of one experiment using the Shotcrete method.</p>
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13 pages, 799 KiB  
Article
Prevalence of Substance Use and Associated Factors Among Secondary School Students in Marrakech Region, Morocco
by Abdelmounaim Baslam, Samia Boussaa, Karima Raoui, Hamid Kabdy, Abdelfatah Aitbaba, Loubna El Yazouli, Rachida Aboufatima and Abderrahman Chait
Psychoactives 2025, 4(1), 1; https://doi.org/10.3390/psychoactives4010001 - 2 Jan 2025
Viewed by 438
Abstract
Adolescence is a phase characterized by reckless and risky behaviors, including the initiation and use of various illicit substances such as cannabis and alcohol. When ingested or administered, these substances affect mental processes by delivering pleasure, inner peace, and satisfaction. The aim of [...] Read more.
Adolescence is a phase characterized by reckless and risky behaviors, including the initiation and use of various illicit substances such as cannabis and alcohol. When ingested or administered, these substances affect mental processes by delivering pleasure, inner peace, and satisfaction. The aim of this study was to determine the prevalence and associated factors of psychoactive substance (PAS) use among adolescents. A cross-sectional study was conducted, including 300 participants surveyed using a structured questionnaire. Data were collected using the Mediterranean School Survey Project on Alcohol and Other Drugs (MedSPAD) to assess substance use, the Diagnostic and Statistical Manual of Mental Disorders (DSM-5) to diagnose substance use disorders (SUDs), and the Early Trauma Inventory Self-Report Short Form (ETISR-SF) to identify childhood maltreatment, as well as socio-demographic characteristics. During the study period, 300 secondary school students participated. Their mean age was 17.92 ± 1.40 years, ranging from 15 to 22. There were slightly more males (56.7%) than females. A total of 40.67% of participants admitted to using at least one PAS at least once, while the prevalence of current use was 26%. Tobacco was the most commonly used substance (22.1%), followed by cannabis (7.33%). According to the DSM-5, 40.2% of users met the criteria for severe addiction. Factors associated with PAS use included the father’s level of education; place of use (e.g., home); poor relationships with parents, siblings, and teachers; and childhood maltreatment. Psychoactive substance use was found to be prevalent among adolescents in this study. Full article
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<p>Prevalence of substance use among participants.</p>
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<p>Reasons for substance use among participants.</p>
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19 pages, 8676 KiB  
Article
Experimental Study on the Uplift Bearing Capacity of Pre-Drilled Planted Piles in Isolated Stone Strata Based on Transparent Soil Technology
by Wenli Liao, Qipeng Cai, Xiangyu Guo, Hao Lin, Jiajin Zhou and Shizhuo Su
Appl. Sci. 2025, 15(1), 304; https://doi.org/10.3390/app15010304 - 31 Dec 2024
Viewed by 377
Abstract
The presence of isolated stones in the soil layers of engineering sites has significantly increased. Currently, the existing methods for dealing with isolated stones are inadequate to meet engineering needs. This paper combines pile-planting technology with isolated stones to incorporate them into the [...] Read more.
The presence of isolated stones in the soil layers of engineering sites has significantly increased. Currently, the existing methods for dealing with isolated stones are inadequate to meet engineering needs. This paper combines pile-planting technology with isolated stones to incorporate them into the load-bearing system, resulting in a new type of pre-drilled composite pile suitable for isolated stone sites. A visualization testing system for pile-soil deformation is developed using Particle Image Velocimetry (PIV) technology and transparent soil, conducting non-intrusive model tests on pile-planting and boulder-capped piles under different uplift load conditions, and comparing the results with a discrete-continuous coupled three-dimensional numerical model analysis. The results indicate that when an isolated stone with a cross-sectional area four times that of the pile exists at the pile tip, the ultimate pullout bearing capacity of the pile increases by a factor of two. Regarding the distribution of internal and external side friction resistances of the core and outer concrete of the piles, the internal friction resistance of piles without isolated stones is approximately 1.47 times that of the external friction resistance and about 0.8 times the ratio of the diameters of the pile and core. For piles with isolated stones at the tip, the internal friction resistance is approximately 1.37 times that of the external friction resistance. Under the ultimate load, the displacement field around the pile without an isolated stone exhibits an “inverted triangular” distribution; the displacement field around the pile with an isolated stone at the tip exhibits a “trapezoidal” distribution. This study investigates the bearing capacity and load transfer mechanisms of the new pre-drilled composite piles in isolated stone engineering sites, and the research findings may provide new solutions for similar construction projects involving rubble reclamation. Full article
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<p>Transparent soil model test device for planted piles; they should be listed as: (<b>a</b>) schematic diagram of the test apparatus and (<b>b</b>) physical diagram of the test apparatus.</p>
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<p>Planted pile model; they should be listed as: (<b>a</b>) cross-section of planted piles and (<b>b</b>) physical drawing of planted pile model.</p>
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<p>Strain gauge arrangement; they should be listed as: (<b>a</b>) strain gauge and (<b>b</b>) strain gauge arrangement detail.</p>
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<p>Isolated stone model and single pile model; they should be listed as: (<b>a</b>) isolated stone model and (<b>b</b>) planted pile model.</p>
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<p>FLAC3D–PFC3D coupled numerical calculation model.</p>
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<p>Load-displacement curve.</p>
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<p>Core pile axial force diagram; they should be listed as: (<b>a</b>) axial force diagram of core pile for planted pile without an isolated stone and (<b>b</b>) axial force diagram of core pile for planted pile with an isolated stone.</p>
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<p>Distribution diagram of axial forces in the outer concrete; they should be listed as: (<b>a</b>) axial forces in the outer concrete for planted pile without an isolated stone and (<b>b</b>) axial forces in the outer concrete for planted pile with an isolated stone.</p>
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<p>Stress analysis of micro-units of the core pile and outer concrete; they should be listed as: (<b>a</b>) schematic diagram of the stress distribution in the core pile micro-unit and (<b>b</b>) schematic diagram of the stress distribution in the outer concrete micro-unit.</p>
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<p>Distribution diagram of internal and external friction forces along the stem for planted piles without an isolated stone.</p>
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<p>Distribution diagram of internal and external friction forces along the stem for planted piles with an isolated stone.</p>
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<p>Vector map and contour map of soil displacement for planted pile without an isolated stone; they should be listed as: (<b>a</b>) vector map of soil displacement for planted pile without an isolated stone and (<b>b</b>) contour map of soil displacement for planted pile without an isolated stone.</p>
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<p>Vector map and contour map of soil displacement for planted pile with an isolated stone; they should be listed as: (<b>a</b>) vector map of soil displacement for planted pile with an isolated stone and (<b>b</b>) contour map of soil displacement for planted pile with an isolated stone.</p>
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<p>Affected range of the soil layer under the ultimate pullout load for planted pile; they should be listed as: (<b>a</b>) affected range of the soil layer for planted pile without an isolated stone and (<b>b</b>) affected range of the soil layer for planted pile with an isolated stone.</p>
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13 pages, 639 KiB  
Article
Health Literacy and Internet Use Among Japanese Older Adults: A Gender-Stratified Cross-Sectional Analysis of the Moderating Effects of Neighborhood Relationships
by Tsubasa Nakada, Kayo Kurotani, Satoshi Seino, Takako Kozawa, Shinichi Murota, Miki Eto, Junko Shimasawa, Yumiko Shimizu, Shinobu Tsurugano, Fuminori Katsukawa, Kazunori Sakamoto, Hironori Washizaki, Yo Ishigaki, Maki Sakamoto, Keiki Takadama, Keiji Yanai, Osamu Matsuo, Chiyoko Kameue, Hitomi Suzuki and Kazunori Ohkawara
Healthcare 2025, 13(1), 56; https://doi.org/10.3390/healthcare13010056 - 31 Dec 2024
Viewed by 486
Abstract
Background/Objectives: Internet use positively impacts mental health in older adults, with health literacy (HL) playing a key role. While social networks may complement individual HL, the role of neighborhood relationships in this association, particularly by gender, remains unclear. This study examined how [...] Read more.
Background/Objectives: Internet use positively impacts mental health in older adults, with health literacy (HL) playing a key role. While social networks may complement individual HL, the role of neighborhood relationships in this association, particularly by gender, remains unclear. This study examined how the association between HL and Internet use among older adults was modified by neighborhood relationships. Methods: Using baseline data from the Chofu–Digital–Choju project, a cross-sectional analysis was conducted on 1955 community-dwelling adults aged 65–84 (889 men and 1066 women). HL was assessed using the Communicative and Critical Health Literacy scale and dichotomized at four points. Neighborhood relationships were categorized as high (visiting/chatting with neighbors) or low (exchanging greetings/no relationship). Gender-stratified logistic regression analyses were performed with Internet use as the dependent variable, with HL, neighborhood relationships, and their interaction as independent variables. Results: Internet user proportion was 55.6% for men and 41.8% for women. HL was positively associated with Internet use in both genders, though patterns differed. Among men, the HL–Internet use association was consistent (OR = 3.09; 95% CI: 2.25–4.24) regardless of neighborhood relationship levels. For women, this association was significantly modified (interaction OR = 0.46, 95% CI: 0.24–0.87). Women with low HL but strong neighborhood relationships showed increased odds of Internet use (OR = 2.08, 95% CI: 1.32–3.26). Conclusions: Gender-specific patterns in HL and neighborhood relationships influence Internet use among older adults. Neighborhood relationships may compensate for low HL in women, underscoring the need for gender-sensitive strategies to promote digital HL. Full article
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<p>Study flowchart. HL: health literacy, NR: neighborhood relationship.</p>
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<p>Odds ratio of Internet use by the levels of combination between HL and NR. Analyses were adjusted for age, alcohol consumption, smoking, employment status, financial status, body mass index, health status, and depressive mood. OR: odds ratio, CI: confidential interval, HL: health literacy, NR: neighborhood relationship.</p>
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21 pages, 2397 KiB  
Article
3D Concrete Printing in Kuwait: Stakeholder Insights for Sustainable Waste Management Solutions
by Hanan Al-Raqeb and Seyed Hamidreza Ghaffar
Sustainability 2025, 17(1), 200; https://doi.org/10.3390/su17010200 - 30 Dec 2024
Viewed by 548
Abstract
Robotic construction using three-dimensional (3D) concrete printing (3DCP) offers significant potential to transform Kuwait’s construction industry, particularly in reducing waste. This study explores the feasibility of integrating 3DCP into Kuwait’s construction waste management practices by examining the perspectives of key stakeholders. Through a [...] Read more.
Robotic construction using three-dimensional (3D) concrete printing (3DCP) offers significant potential to transform Kuwait’s construction industry, particularly in reducing waste. This study explores the feasibility of integrating 3DCP into Kuwait’s construction waste management practices by examining the perspectives of key stakeholders. Through a mixed method approach of a comprehensive literature review, a survey of 87 industry professionals, and 33 in-depth interviews with representatives from the Public Authority for Housing Welfare (PAHW), Municipality, private sector, and the general public, the study identifies both the benefits and challenges of 3DCP adoption. The findings highlight key advantages of 3DCP, including increased construction efficiency, cost savings, enhanced design flexibility, and reduced material waste. However, several barriers, such as regulatory limitations, technical challenges in adapting 3DCP to local project scales, and cultural resistance, must be addressed. Results also indicate varying levels of stakeholder familiarity with 3DCP and existing waste management practices, underscoring the need for awareness and educational initiatives. This study makes two significant contributions: first, by providing a detailed analysis of the technical and regulatory challenges specific to Kuwait’s construction sector, and second, by offering a strategic roadmap for 3DCP integration, including regulatory reform, research into sustainable materials, and cross-sector collaboration. These recommendations aim to enhance waste management practices by promoting more sustainable and efficient construction methods by achieving SDGs 9, 11, 12, and 13. The study concludes that government support and policy development will be essential in driving the adoption of 3DCP and achieving long-term environmental benefits in Kuwait’s construction industry. Full article
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<p>Research Methodology.</p>
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<p>Stakeholder interview questions.</p>
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<p>Holistic perspective of the adaption of 3D printing challenges in Kuwait.</p>
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<p>The first on-site 3D-printed house in Kuwait by Abyan Building Construction Company.</p>
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<p>The first on-site 3D printed water tanks in Kuwait by Abyan Building Construction Company.</p>
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