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Search Results (696)

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20 pages, 1995 KiB  
Article
Investigation of Trip Decisions for an Earthquake: A Case Study in Elazığ, Türkiye
by Ayşe Polat and Hüseyin Onur Tezcan
Sustainability 2024, 16(20), 8953; https://doi.org/10.3390/su16208953 - 16 Oct 2024
Viewed by 324
Abstract
Following an earthquake, abnormal travel demand causes traffic congestion and poses significant problems for relief efforts. Research on post-earthquake travel demand is essential for disaster management. An effective disaster management strategy ensures achieving sustainable development goals. This study focused on this critical period [...] Read more.
Following an earthquake, abnormal travel demand causes traffic congestion and poses significant problems for relief efforts. Research on post-earthquake travel demand is essential for disaster management. An effective disaster management strategy ensures achieving sustainable development goals. This study focused on this critical period and analyzed post-earthquake trip decisions. The city of Elazığ, a region not at risk of tsunami, was used as a case study. A 6.8 magnitude earthquake hit Elazığ in January 2020. After the earthquake, data from 2739 individuals were collected by a household survey conducted face-to-face. The data were segregated into two categories, depending on the earthquake’s intensity. The study used a binary logit model to examine the potential factors of trip decisions after an earthquake. The results showed that 75% of participants made at least one trip within 24 h after the earthquake. It was observed that household, building-and disaster-related attributes influence earthquake survivors’ trip decisions. The initial location at the time of the earthquake was the most significant factor affecting trip decisions. It was also found that individuals who experienced the earthquake outside their homes in both datasets were more likely to make a trip. Additionally, the dataset with higher earthquake intensity had more significant variables affecting the trip decision. Full article
(This article belongs to the Section Sustainable Transportation)
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<p>Grouping of neighborhoods by intensity.</p>
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<p>Flowchart.</p>
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<p>Trip decisions.</p>
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18 pages, 4103 KiB  
Article
Content-Adaptive Bitrate Ladder Estimation in High-Efficiency Video Coding Utilizing Spatiotemporal Resolutions
by Jelena Šuljug and Snježana Rimac-Drlje
Electronics 2024, 13(20), 4049; https://doi.org/10.3390/electronics13204049 (registering DOI) - 15 Oct 2024
Viewed by 272
Abstract
The constant increase in multimedia Internet traffic in the form of video streaming requires new solutions for efficient video coding to save bandwidth and network resources. HTTP adaptive streaming (HAS), the most widely used solution for video streaming, allows the client to adaptively [...] Read more.
The constant increase in multimedia Internet traffic in the form of video streaming requires new solutions for efficient video coding to save bandwidth and network resources. HTTP adaptive streaming (HAS), the most widely used solution for video streaming, allows the client to adaptively select the bitrate according to the transmission conditions. For this purpose, multiple presentations of the same video content are generated on the video server, which contains video sequences encoded at different bitrates with resolution adjustment to achieve the best Quality of Experience (QoE). This set of bitrate–resolution pairs is called a bitrate ladder. In addition to the traditional one-size-fits-all scheme for the bitrate ladder, context-aware solutions have recently been proposed that enable optimum bitrate–resolution pairs for video sequences of different complexity. However, these solutions use only spatial resolution for optimization, while the selection of the optimal combination of spatial and temporal resolution for a given bitrate has not been sufficiently investigated. This paper proposes bit-ladder optimization considering spatiotemporal features of video sequences and usage of optimal spatial and temporal resolution related to video content complexity. Optimization along two dimensions of resolution significantly increases the complexity of the problem and the approach of intensive encoding for all spatial and temporal resolutions in a wide range of bitrates, for each video sequence, is not feasible in real time. In order to reduce the level of complexity, we propose a data augmentation using a neural network (NN)-based model. To train the NN model, we used seven video sequences of different content complexity, encoded with the HEVC encoder at five different spatial resolutions (SR) up to 4K. Also, all video sequences were encoded using four frame rates up to 120 fps, presenting different temporal resolutions (TR). The Structural Similarity Index Measure (SSIM) is used as an objective video quality metric. After data augmentation, we propose NN models that estimate optimal TR and bitrate values as switching points to a higher SR. These results can be further used as input parameters for the bitrate ladder construction for video sequences of a certain complexity. Full article
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<p>Spatial and temporal information of video sequences used for model development and evaluation.</p>
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<p>Achieved bitrate quality curves for video sequence Beauty.</p>
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<p>Flowchart of video coding and NN training process.</p>
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<p>The underlying NN architecture.</p>
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<p>(<b>a</b>) Regression plot for trained NN; (<b>b</b>) training state plot.</p>
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<p>(<b>a</b>) Error histogram plot for trained NN; (<b>b</b>) performance plot.</p>
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<p>(<b>a</b>) Regression plot for trained NN<sub>TR</sub>; (<b>b</b>) training state plot.</p>
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<p>(<b>a</b>) Error histogram plot for trained NN<sub>TR</sub>; (<b>b</b>) performance plot.</p>
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<p>(<b>a</b>) Regression plot for trained NN<sub>BR</sub>; (<b>b</b>) training state plot.</p>
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<p>(<b>a</b>) Error histogram plot for trained NN<sub>BR</sub>; (<b>b</b>) performance plot.</p>
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16 pages, 7268 KiB  
Article
Traffic Intensity as a Factor Influencing Microplastic and Tire Wear Particle Pollution in Snow Accumulated on Urban Roads
by Karolina Mierzyńska, Wojciech Pol, Monika Martyniuk and Piotr Zieliński
Water 2024, 16(20), 2907; https://doi.org/10.3390/w16202907 - 13 Oct 2024
Viewed by 403
Abstract
Traffic-related roads are an underestimated source of synthetic particles in the environment. This study investigated the impact of traffic volume on microplastic (MP) and tire wear particle (TWP) pollution in road snow. An examination was conducted in a medium-sized city situated in northeastern [...] Read more.
Traffic-related roads are an underestimated source of synthetic particles in the environment. This study investigated the impact of traffic volume on microplastic (MP) and tire wear particle (TWP) pollution in road snow. An examination was conducted in a medium-sized city situated in northeastern Poland, known for being one of the cleanest regions in the country. MPs and TWPs were found at all 54 sites, regardless of the intensity of traffic. The average concentration for all samples was 354.72 pcs/L. Statistically significant differences were found between the average values of the particle concentration on low, medium, and heavy traffic roads, amounting to 62.32 pcs/L, 335.97 pcs/L, and 792.76 pcs/L, respectively. Within all three studied groups of roads, MPs and TWPs with the smallest size, ranging from 50 to 200 μm, were prevalent. In all of the studied groups of roads, four analyzed shapes of particles were found, with irregular fragments being the most abundant form (89.23%). The most frequently recorded color among the collected samples was black (99.85%), and the least frequently recorded color was blue, constituting only 0.01%. This study suggests that snow cover on the roads may act like a temporary storage of pollutants during winter particularly in the temperate climate zone and, after thawing can significantly increase the concentration of MPs and TWPs in surface waters. Possible measures to decrease the release of MPs and TWPs into the environment in the city may include reducing the traffic volume and speed, implementing street sweeping, utilizing filtration chambers, and installing stormwater bioretention systems or settling ponds. Full article
(This article belongs to the Section Urban Water Management)
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<p>Location of the sampling stations in Suwałki city, NE Poland. The level of road traffic intensity has been marked with colors and letters (yellow—low (L); orange—medium (M); red—high (H)).</p>
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<p>Boxplot showing the concentrations (pcs/L) of microplastics (MPs) and tire wear particles (TWPs) in the snowbank samples collected in Suwałki city, Poland, at locations with varying traffic intensities (low—L—with less than 5000 vehicles per day; medium—M—with 5000 to 10,000 vehicles per day; high—H—with more than 10,000 vehicles per day). Average values are marked as × inside of each box, the median is marked as a line in each box, and n is the number of samples analyzed per category. Different letters above the bars (a, b, c) represent statistically significant differences between the groups (<span class="html-italic">p</span> &lt; 0.05).</p>
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<p>Spatial distribution of MP and TWP pollution in road snow considering the concentration of synthetic particles at individual locations in Suwałki city, Poland. The level of road traffic intensity has been marked with colors (yellow—low; orange—medium; red—high).</p>
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<p>Boxplot showing the size (µm) of the microplastics (MPs) and tire wear particles (TWPs) in the snowbank samples collected in Suwałki, Poland, at locations of varying traffic intensities (low—L—with less than 5000 vehicles per day; medium—M—with 5000 to 10,000 vehicles per day; high—H—with more than 10,000 vehicles per day). Average values are marked as × inside of each box, the median is marked as a line in each box, and n is the number of samples analyzed per category. Different letters above the bars (a, b, c) represent statistically significant differences between the groups (<span class="html-italic">p</span> &lt; 0.05).</p>
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<p>Relative percentage contribution of individual MP and TWP particle size classes in groups of sites varying in traffic intensities (low—L—with less than 5000 vehicles per day; medium—M—with 5000 to 10,000 vehicles per day; high—H—with more than 10,000 vehicles per day).</p>
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<p>Percentage distribution of morphology characteristics of all studied particles (TWPs + MPs): color (<b>A</b>) and shape (<b>B</b>).</p>
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22 pages, 3158 KiB  
Article
Sensitivity Analysis of Traffic Sign Recognition to Image Alteration and Training Data Size
by Arthur Rubio, Guillaume Demoor, Simon Chalmé, Nicolas Sutton-Charani and Baptiste Magnier
Information 2024, 15(10), 621; https://doi.org/10.3390/info15100621 - 10 Oct 2024
Viewed by 440
Abstract
Accurately classifying road signs is crucial for autonomous driving due to the high stakes involved in ensuring safety and compliance. As Convolutional Neural Networks (CNNs) have largely replaced traditional Machine Learning models in this domain, the demand for substantial training data has increased. [...] Read more.
Accurately classifying road signs is crucial for autonomous driving due to the high stakes involved in ensuring safety and compliance. As Convolutional Neural Networks (CNNs) have largely replaced traditional Machine Learning models in this domain, the demand for substantial training data has increased. This study aims to compare the performance of classical Machine Learning (ML) models and Deep Learning (DL) models under varying amounts of training data, particularly focusing on altered signs to mimic real-world conditions. We evaluated three classical models: Support Vector Machine (SVM), Random Forest, and Linear Discriminant Analysis (LDA), and one Deep Learning model: Convolutional Neural Network (CNN). Using the German Traffic Sign Recognition Benchmark (GTSRB) dataset, which includes approximately 40,000 German traffic signs, we introduced digital alterations to simulate conditions such as environmental wear or vandalism. Additionally, the Histogram of Oriented Gradients (HOG) descriptor was used to assist classical models. Bayesian optimization and k-fold cross-validation were employed for model fine-tuning and performance assessment. Our findings reveal a threshold in training data beyond which accuracy plateaus. Classical models showed a linear performance decrease under increasing alteration, while CNNs, despite being more robust to alterations, did not significantly outperform classical models in overall accuracy. Ultimately, classical Machine Learning models demonstrated performance comparable to CNNs under certain conditions, suggesting that effective road sign classification can be achieved with less computationally intensive approaches. Full article
(This article belongs to the Special Issue Machine Learning and Artificial Intelligence with Applications)
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Graphical abstract
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<p>Traffic signs samples from the GTSRB dataset.</p>
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<p>Illustration of a Support Vector Machine (SVM) classifier depicting the separating hyperplane (blue line), support vectors (blue dotted lines), and margin (orange lines). The two classes are represented by red and blue data points.</p>
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<p>Random Forest classifier. The test sample input is evaluated by multiple decision trees, each providing an individual prediction. These individual predictions are then averaged to produce the final Random Forest prediction.</p>
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<p>Linear Discriminant Analysis (LDA) process showing data distribution before (<b>left</b>) and after (<b>right</b>) LDA. Post-LDA, data is projected to maximize class separation, enhancing classification by preserving discriminatory information.</p>
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<p>ImageNet error rate trends: Since 2012, CNNs have dominated, reaching superhuman performance in image classification.</p>
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<p>Architecture of a Convolutional Neural Network (CNN) for image classification, illustrating the stages from input images through convolution, pooling, and fully connected layers to the final probabilistic distribution and classification output.</p>
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<p>Example of traffic sign alteration using the dashboard.</p>
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<p>Traffic signs samples from the altered GTSRB dataset.</p>
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<p>HOG representation (<b>right</b>) of an image from the GTSRB database (<b>left</b>).</p>
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<p>SVM accuracy performance as a function of the number of input images per class (blue). Threshold set at 99% of the final achieved accuracy (red).</p>
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<p>Evolution of model accuracy based on the number of input images for 30% alteration rate: SVM (blue), LDA (yellow), Random Forest (green), CNN (red).</p>
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<p>Accuracy variation with the percentage of dataset alteration for 20 images per class: SVM (blue), LDA (yellow), Random Forest (green), CNN (red).</p>
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<p>SVM accuracy heatmap by dataset alteration percentage and number of input images per class.</p>
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<p>LDA accuracy heatmap by dataset alteration percentage and number of input images per class.</p>
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<p>Random Forest accuracy heatmap by dataset alteration percentage and number of input images per class.</p>
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<p>CNN accuracy heatmap by dataset alteration percentage and number of input images per class.</p>
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21 pages, 10278 KiB  
Article
Three-Dimensional Reconstruction of Zebra Crossings in Vehicle-Mounted LiDAR Point Clouds
by Zhenfeng Zhao, Shu Gan, Bo Xiao, Xinpeng Wang and Chong Liu
Remote Sens. 2024, 16(19), 3722; https://doi.org/10.3390/rs16193722 - 7 Oct 2024
Viewed by 852
Abstract
In the production of high-definition maps, it is necessary to achieve the three-dimensional instantiation of road furniture that is difficult to depict on traditional maps. The development of mobile laser measurement technology provides a new means for acquiring road furniture data. To address [...] Read more.
In the production of high-definition maps, it is necessary to achieve the three-dimensional instantiation of road furniture that is difficult to depict on traditional maps. The development of mobile laser measurement technology provides a new means for acquiring road furniture data. To address the issue of traffic marking extraction accuracy in practical production, which is affected by degradation, occlusion, and non-standard variations, this paper proposes a 3D reconstruction method based on energy functions and template matching, using zebra crossings in vehicle-mounted LiDAR point clouds as an example. First, regions of interest (RoIs) containing zebra crossings are obtained through manual selection. Candidate point sets are then obtained at fixed distances, and their neighborhood intensity features are calculated to determine the number of zebra stripes using non-maximum suppression. Next, the slice intensity feature of each zebra stripe is calculated, followed by outlier filtering to determine the optimized length. Finally, a matching template is selected, and an energy function composed of the average intensity of the point cloud within the template, the intensity information entropy, and the intensity gradient at the template boundary is constructed. The 3D reconstruction result is obtained by solving the energy function, performing mode statistics, and normalization. This method enables the complete 3D reconstruction of zebra stripes within the RoI, maintaining an average planar corner accuracy within 0.05 m and an elevation accuracy within 0.02 m. The matching and reconstruction time does not exceed 1 s, and it has been applied in practical production. Full article
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<p>Zebra crossings in LiDAR point cloud represented by intensity.</p>
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<p>Study case. (<b>a</b>) AS-900HL multi-platform LiDAR measurement system. (<b>b</b>) Trajectory of the study case (Shanghai, China). (<b>c</b>) Distribution of zebra crossing areas used for experiments in the MLS-S point cloud.</p>
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<p>Overall workflow of zebra crossing extraction and 3D reconstruction.</p>
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<p>Calculation of stripe count in pre-selection box. (<b>a</b>) Local coordinate system of the selected zebra crossing area. (<b>b</b>) Candidate point <math display="inline"><semantics> <msub> <mi>q</mi> <mi>i</mi> </msub> </semantics></math> and the point <math display="inline"><semantics> <msub> <mi>q</mi> <mrow> <mi>m</mi> <mi>a</mi> <mi>x</mi> </mrow> </msub> </semantics></math> with the highest local energy value.</p>
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<p>Calculation of single zebra stripe length. (<b>a</b>) Typical zebra crossing; (<b>b</b>) Regular zebra stripes; (<b>c</b>) Zebra stripes at the curb; (<b>d</b>) Zoomed-in view.</p>
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<p>Schematic of template boundary intensity gradient calculation.</p>
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<p>Length calculation error caused by deviation of the pre-selected box.</p>
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<p>Extraction and reconstruction results of alienated zebra crossings. (<b>a</b>) Regular zebra crossing. (<b>b</b>) Zebra crossings with varying lengths or fewer stripes. (<b>c</b>) Parallelogram zebra crossing.</p>
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<p>IOUs of horizontal projections between algorithm results and manual annotations.</p>
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<p>Experimental results of MLS point clouds from Wuhan and Chengdu obtained by other data collection platforms.</p>
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<p>Extraction and reconstruction results of zebra crossings under interference conditions. (<b>a</b>) Partially stained zebra crossings. (<b>b</b>) Zebra stripes with partial point clouds missing due to occlusion.</p>
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<p>Accuracy reduction caused by endpoint contamination or systematic spraying errors. (<b>a</b>) Systematic painting minor errors. (<b>b</b>) Vehicle obstruction and manhole cover occupation. (<b>c</b>) Special cases.</p>
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<p>Limitations of the algorithm under special circumstances. (<b>a</b>) Limitation case 1. (<b>b</b>) Limitation case 2.</p>
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13 pages, 1341 KiB  
Article
Comparison of Traumatic Brain Injury in Adult Patients with and without Facial Fractures
by Iulia Tatiana Lupascu, Sorin Hostiuc, Costin Aurelian Minoiu, Mihaela Hostiuc and Bogdan Valeriu Popa
Tomography 2024, 10(10), 1534-1546; https://doi.org/10.3390/tomography10100113 - 24 Sep 2024
Viewed by 380
Abstract
Objectives: Facial fractures and associated traumatic brain injuries represent a worldwide public health concern. Therefore, we aimed to determine the pattern of brain injury accompanying facial fractures by comparing adult patients with and without facial fractures in terms of demographic, clinical, and imaging [...] Read more.
Objectives: Facial fractures and associated traumatic brain injuries represent a worldwide public health concern. Therefore, we aimed to determine the pattern of brain injury accompanying facial fractures by comparing adult patients with and without facial fractures in terms of demographic, clinical, and imaging features. Methods: This single-center, retrospective study included 492 polytrauma patients presenting at our emergency department from January 2019 to July 2023, which were divided in two groups: with facial fractures (FF) and without facial fractures (non-FF). The following data were collected: age, sex, mechanism of trauma (road traffic accident, fall, and other causes), Glasgow Coma Scale (GCS), the evolution of the patient (admitted to a medical ward or intensive care unit, neurosurgery performed, death), and imaging features of the injury. Data were analyzed using descriptive tests, Chi-square tests, and regression analyses. A p-value less than 0.05 was considered statistically significant. Results: In the FF group, there were 79% (n = 102) men and 21% (n = 27) women, with a mean age of 45 ± 17 years, while in the non-FF group, there were 70% (n = 253) men and 30% (n = 110) women, with a mean age 46 ± 17 years. There was a significant association between brain injuries and facial fractures (p < 0.001, AOR 1.7). The most frequent facial fracture affected the zygoma bone in 28.1% (n = 67) cases. The most frequent brain injury associated with FF was subdural hematoma 23.4% (n = 44), and in the non-FF group, the most common head injury was intraparenchymal hematoma 29% (n = 73); Conclusions: Both groups shared similarities regarding gender, age, cause of traumatic event, and outcome but had significant differences in association with brain injuries, ICU admission, and clinical status. Full article
(This article belongs to the Section Neuroimaging)
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<p>Flowchart of the inclusion process. This shows the inclusion and exclusion criteria, the number of patients that were excluded in each step, and the final number of patients.</p>
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<p>Prevalence of facial fractures.</p>
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<p>Types of brain injury in both FF and non-FF group and their prevalence.</p>
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<p>Kaplan–Meier survival curve for length of stay in the hospital.</p>
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15 pages, 3651 KiB  
Article
Experimental Analysis of Noise Characteristics on Different Types of Pavements inside and outside Highway Tunnels
by Wanyan Ren, Yi Zhang, Minmin Yuan and Jun Li
Coatings 2024, 14(9), 1213; https://doi.org/10.3390/coatings14091213 - 20 Sep 2024
Viewed by 551
Abstract
Aiming to reduce noise pollution and optimize the acoustic quality in highway tunnels, the noise characteristics on different types of pavements were analyzed and compared in this research, based on the on-site noise measurement in two tunnels with the free fields as a [...] Read more.
Aiming to reduce noise pollution and optimize the acoustic quality in highway tunnels, the noise characteristics on different types of pavements were analyzed and compared in this research, based on the on-site noise measurement in two tunnels with the free fields as a control group. Specifically, the noise characteristics include two aspects: various noise and noise time attenuation performance. Various noise includes on-board sound intensity (OBSI) noise and cabin noise. The noise time attenuation performance uses the indicator of reverberation time. Three types of pavements were measured, including dense-graded asphalt concrete (DAC) and single-layered and double-layered porous asphalt (PA) pavement. The results showed that, for the same type of pavement, compared with the free fields, the difference in OBSI noise in tunnels was within a range of less than 1 dBA; the cabin noise increased by 3.4 dBA~6.6 dBA. The noise level in tunnels was greater than that outside tunnels, and the longer tunnel exhibited higher traffic noise and worse noise time attenuation performances. For the same tunnel, PA pavement could reduce the cabin noise by 3.8 dBA~6.7 dBA. PA pavement also exhibited shorter reverberation time. The application of PA pavement could effectively improve the acoustic quality in the tunnel. This research contributes to noise pollution abatement and the improvement of the comfort and safety of drivers in tunnels. Full article
(This article belongs to the Special Issue Novel Cleaner Materials for Pavements)
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<p>Schematic diagram of pavement structure in the two tunnels and free field.</p>
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<p>Flowchart of this research.</p>
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<p>Sound source intensity measurement using the OBSI method.</p>
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<p>Schematic diagram of the decay curve of sound pressure level over time and reverberation time calculation.</p>
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<p>Layout of sound source and microphones when measuring reverberation time. (<b>a</b>) Placement of the sound source when measuring reverberation time; (<b>b</b>) placement of microphones in cross section in tunnel.</p>
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<p>Detailed distribution of the measurement positions for cabin noise.</p>
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<p>Sound intensity level on the DAC-13 pavement in two tunnels and free fields.</p>
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<p>Sound intensity level on the DAC-13 pavement at different measurement speeds.</p>
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<p>Source intensity level on different types of pavements in No.2 Tunnel.</p>
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<p>The reverberation time on the DAC-13 pavement in two different tunnels.</p>
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<p>Reverberation time on different types of pavements in No.2 Tunnel.</p>
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<p>Cabin noise level on the DAC-13 pavement in two tunnels and free fields.</p>
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<p>Octave band spectrums of cabin noise on the DAC-13 pavement in two tunnels and free fields.</p>
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<p>Cabin noise level on different types of pavements in No.2 Tunnel.</p>
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<p>Octave band spectrums of cabin noise on different types of pavements in No.2 Tunnel.</p>
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20 pages, 3598 KiB  
Article
Dynamic Multi-Function Lane Management for Connected and Automated Vehicles Considering Bus Priority
by Zhen Zhang, Lingfei Rong, Zhiquan Xie and Xiaoguang Yang
Sustainability 2024, 16(18), 8078; https://doi.org/10.3390/su16188078 - 15 Sep 2024
Viewed by 724
Abstract
Bus lanes are commonly implemented to ensure absolute priority for buses at signalized intersections. However, while prioritizing buses, existing bus lane management strategies often exacerbate traffic demand imbalances among lanes. To address this issue, this paper proposes a dynamic Multi-Function Lane (MFL) management [...] Read more.
Bus lanes are commonly implemented to ensure absolute priority for buses at signalized intersections. However, while prioritizing buses, existing bus lane management strategies often exacerbate traffic demand imbalances among lanes. To address this issue, this paper proposes a dynamic Multi-Function Lane (MFL) management strategy. The proposed strategy transforms traditional bus lanes into Multi-Function Lanes (MFLs) that permit access to Connected and Automated Vehicles (CAVs). By fully utilizing the idle right-of-way of the MFL, the proposed strategy can achieve traffic efficiency improvement. To evaluate the proposed strategy, some experiments are conducted under various demand levels and CAV penetration rates. The results reveal that the proposed strategy (i) improves the traffic intensity balance degree by up to 52.9 under high demand levels; (ii) reduces delay by up to 80.56% and stops by up to 89.35% with the increase in demand level and CAV penetration rate; (iii) guarantees absolute bus priority under various demand levels and CAV penetration rates. The proposed strategy performs well even when CAV penetration is low. This indicates that the proposed strategy has the potential for real-world application. Full article
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<p>Research scenario.</p>
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<p>Structure of the proposed Multi-Function Lane management strategy.</p>
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<p>The tree structure representation of solution space.</p>
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<p>Comparison results of average vehicle delay under various CAV penetration rates (V/C = 0.8).</p>
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<p>Comparison results of average vehicle delay under various CAV penetration rates (V/C = 1.0).</p>
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<p>Comparison results of average vehicle delay under various CAV penetration rates (V/C = 1.2).</p>
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<p>Comparison results of average vehicle stops under various CAV penetration rates (V/C = 0.8).</p>
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<p>Comparison results of average vehicle stops under various CAV penetration rates (V/C = 1.0).</p>
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<p>Comparison results of average vehicle stops under various CAV penetration rates (V/C = 1.2).</p>
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<p>Bus trajectory results when the bus can catch the current green light.</p>
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<p>Bus trajectory results when the bus cannot catch the current green light.</p>
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<p>Trajectory results of CAVs and buses.</p>
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25 pages, 9887 KiB  
Article
Comprehensive Assessment of Context-Adaptive Street Lighting: Technical Aspects, Economic Insights, and Measurements from Large-Scale, Long-Term Implementations
by Gianni Pasolini, Paolo Toppan, Andrea Toppan, Rudy Bandiera, Mirko Mirabella, Flavio Zabini, Diego Bonata and Oreste Andrisano
Sensors 2024, 24(18), 5942; https://doi.org/10.3390/s24185942 - 13 Sep 2024
Viewed by 432
Abstract
This paper addresses the growing importance of efficient street lighting management, driven by rising electricity costs and the need for municipalities to implement cost-effective solutions. Central to this study is the UNI 11248 Italian regulation, which extends the European EN 13201-1 standard introduced [...] Read more.
This paper addresses the growing importance of efficient street lighting management, driven by rising electricity costs and the need for municipalities to implement cost-effective solutions. Central to this study is the UNI 11248 Italian regulation, which extends the European EN 13201-1 standard introduced in 2016. These standards provide guidelines for designing, installing, operating, and maintaining lighting systems in pedestrian and vehicular traffic areas. Specifically, the UNI 11248 standard introduces the possibility to dynamically adjust light intensity through two alternative operating modes: (a) Traffic Adaptive Installation (TAI), which dims the light based solely on real-time traffic flow measurements; and (b) Full Adaptive Installation (FAI), which, in addition to traffic measurements, also requires evaluating road surface luminance and meteorological conditions. In this paper, we first present the general architecture and operation of an FAI-enabled lighting infrastructure, which relies on environmental sensors and a heterogeneous wireless communication network to connect intelligent, remotely controlled streetlights. Subsequently, we examine large-scale, in-field FAI infrastructures deployed in Vietnam and Italy as case studies, providing substantial measurement data. The paper offers insights into the measured energy consumption of these infrastructures, comparing them to that of conventional light-control strategies used in traditional installations. The measurements demonstrate the superiority of FAI as the most efficient solution. Full article
(This article belongs to the Special Issue Wireless Sensor Networks and IoT for Smart City)
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<p>Architecture of a smart-lighting infrastructure.</p>
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<p>Example of a control panel for energy consumption monitoring.</p>
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<p>Bluetooth/IEEE802.15.4 mesh-based smart-lighting architecture.</p>
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<p>Tan An (Vietnam): example of network topology. Dots having the same color represent the locations of actual streetlights that belong to the same cluster.</p>
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<p>Measured power consumption of a 52 W lamp as a function of the control signal used to set the dimming level.</p>
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<p>Virtual midnight: Examples of light-time profiles.</p>
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<p>Energy consumption per hour with HPS lamps (no dimming), LED lamps (no dimming), and LED lamps with FAI. An FAI Area consisting of 300 streetlights in Tan An (Vietnam) was considered, covering equivalent M2 streets.</p>
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<p>Daily energy consumption with LED lamps in Tan An (Vietnam), both without dimming and with FAI; 878 streetlights were considered, covering M2 streets.</p>
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<p>Daily energy consumption with LED lamps in Meda (Italy), both without dimming and with FAI; 2957 streetlights were considered, belonging to M4 and M5 classes (low-traffic streets).</p>
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<p>Daily energy consumption with LED lamps in Cesena (Italy), both without dimming and with FAI; 32 streetlights were considered that cover one M3 street.</p>
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19 pages, 3791 KiB  
Article
An Adaptive Vehicle Detection Model for Traffic Surveillance of Highway Tunnels Considering Luminance Intensity
by Yongke Wei, Zimu Zeng, Tingquan He, Shanchuan Yu, Yuchuan Du and Cong Zhao
Sensors 2024, 24(18), 5912; https://doi.org/10.3390/s24185912 - 12 Sep 2024
Viewed by 673
Abstract
Vehicle detection is essential for road traffic surveillance and active safety management. Deep learning methods have recently shown robust feature extraction capabilities and achieved improved detection results. However, vehicle detection models often perform poorly under abnormal lighting conditions, especially in highway tunnels. We [...] Read more.
Vehicle detection is essential for road traffic surveillance and active safety management. Deep learning methods have recently shown robust feature extraction capabilities and achieved improved detection results. However, vehicle detection models often perform poorly under abnormal lighting conditions, especially in highway tunnels. We proposed an adaptive vehicle detection model that accounts for varying luminance intensities to address this issue. The model categorizes the image data into abnormal and normal luminance scenarios. We employ an improved CycleGAN with edge loss as the adaptive luminance adjustment module for abnormal luminance scenarios. This module adjusts the brightness of the images to a normal level through a generative network. Finally, YOLOv7 is utilized for vehicle detection. The experimental results demonstrate that our adaptive vehicle detection model effectively detects vehicles under abnormal luminance scenarios in highway tunnels. The improved CycleGAN can effectively mitigate edge generation distortion. Under abnormal luminance scenarios, our model achieved a 16.3% improvement in precision, a 1.7% improvement in recall, and a 9.8% improvement in mAP_0.5 compared to the original YOLOv7. Additionally, our adaptive luminance adjustment module is transferable and can enhance the detection accuracy of other vehicle detection models. Full article
(This article belongs to the Special Issue Intelligent Sensors and Control for Vehicle Automation)
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<p>This is the framework for the adaptive vehicle detection model that considers tunnel luminance intensity. First, the luminance intensity determination module evaluates the luminance intensity of the images. If the luminance is either too dim or too bright, the images are input into the adaptive luminance adjustment module for luminance correction. After adjustment, the images are input into the vehicle detection model based on YOLOv7, which outputs the vehicle detection information.</p>
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<p>This is the model framework diagram of CycleGAN. The model consists of two generators (<span class="html-italic">G</span> and <span class="html-italic">F</span>) and two discriminators (<math display="inline"><semantics> <msub> <mi>D</mi> <mi>X</mi> </msub> </semantics></math> and <math display="inline"><semantics> <msub> <mi>D</mi> <mi>Y</mi> </msub> </semantics></math>). Generator <span class="html-italic">G</span> maps the input image from one domain to the target domain, while Generator <span class="html-italic">F</span> converts it back to the original domain.</p>
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<p>The example of luminance adjustment using the original CycleGAN. (<b>a</b>) shows the images of abnormal luminance scenes and their counterparts after luminance adjustment with the original CycleGAN. (<b>b</b>) shows the edges of the images of abnormal luminance scenes and their counterparts after luminance adjustment with the original CycleGAN.</p>
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<p>This is the model architecture of YOLOv7.</p>
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<p>The luminance intensity distribution of the dataset.</p>
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<p>The loss during the model training. (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>L</mi> <mi>o</mi> <mi>s</mi> <msub> <mi>s</mi> <mi>gan</mi> </msub> <mo>+</mo> <mi>L</mi> <mi>o</mi> <mi>s</mi> <msub> <mi>s</mi> <mi>cycle</mi> </msub> <mo>+</mo> <mi>L</mi> <mi>o</mi> <mi>s</mi> <msub> <mi>s</mi> <mi>identity</mi> </msub> <mo>+</mo> <mi>L</mi> <mi>o</mi> <mi>s</mi> <msub> <mi>s</mi> <mi>edge</mi> </msub> </mrow> </semantics></math> during the model training. (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>L</mi> <mi>o</mi> <mi>s</mi> <msub> <mi>s</mi> <mi>edge</mi> </msub> </mrow> </semantics></math> during the model training.</p>
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<p>These are the visualization results of the generated images in the experiment.</p>
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<p>These are the edge detection results of the generated images in the experiment.</p>
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<p>The loss during the model training. (<b>a</b>) Object loss during the model training. (<b>b</b>) Bounding box loss during the model training. (<b>c</b>) The precision during the model training. (<b>d</b>) The mAP_0.5 during the model training.</p>
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<p>The visualization results of vehicle detection. The red box in the image represents the vehicle detection result.</p>
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19 pages, 9520 KiB  
Article
Study of Global Navigation Satellite System Receivers’ Accuracy for Unmanned Vehicles
by Rosen Miletiev, Peter Z. Petkov, Rumen Yordanov and Tihomir Brusev
Sensors 2024, 24(18), 5909; https://doi.org/10.3390/s24185909 - 12 Sep 2024
Viewed by 481
Abstract
The development of unmanned ground vehicles and unmanned aerial vehicles requires high-precision navigation due to the autonomous motion and higher traffic intensity. The existing L1 band GNSS receivers are a good and cheap decision for smartphones, vehicle navigation, fleet management systems, etc., but [...] Read more.
The development of unmanned ground vehicles and unmanned aerial vehicles requires high-precision navigation due to the autonomous motion and higher traffic intensity. The existing L1 band GNSS receivers are a good and cheap decision for smartphones, vehicle navigation, fleet management systems, etc., but their accuracy is not good enough for many civilian purposes. At the same time, real-time kinematic (RTK) navigation allows for position precision in a sub-centimeter range, but the system cost significantly narrows this navigation to a very limited area of applications, such as geodesy. A practical solution includes the integration of dual-band GNSS receivers and inertial sensors to solve high-precision navigation tasks, but GNSS position accuracy may significantly affect IMU performance due to having a great impact on Kalman filter performance in unmanned vehicles. The estimation of dilution-of-precision (DOP) parameters is essential for the filter performance as the optimality of the estimation in the filter is closely connected to the quality of a priori information about the noise covariance matrix and measurement noise covariance. In this regard, the current paper analyzes the DOP parameters of the latest generation dual-band GNSS receivers and compares the results with the L1 ones. The study was accomplished using two types of antennas—L1/L5 band patch and wideband helix antennas, which were designed and assembled by the authors. In addition, the study is extended with a comparison of GNSS receivers from different generations but sold on the market by one of the world’s leading GNSS manufacturers. The analyses of dilution-of-precision (DOP) parameters show that the introduction of dual-band receivers may significantly increase the navigation precision in a sub-meter range, in addition to multi-constellation signal reception. The fast advances in the performance of the integrated CPU in GNSS receivers allow the number of correlations and tracking satellites to be increased from 8–10 to 24–30, which also significantly improves the position accuracy even of L1-band receivers. Full article
(This article belongs to the Special Issue GNSS Signals and Precise Point Positioning)
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<p>PRN codes in GPS system.</p>
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<p>Power spectrum of GPS codes.</p>
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<p>Schematic of the system design.</p>
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<p>Outline mechanical design of the GNSS helix antenna.</p>
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<p>Three-dimensional radiation pattern, RHCP @ 1.2 GHz.</p>
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<p>Three-dimensional radiation pattern, RHCP @ 1.575 GHz.</p>
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<p>Cross-polar properties of the helix antenna.</p>
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<p>Return loss of the antenna, matched to 75 Ohm port.</p>
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<p>Phase center position estimation from the ground plane @ 1.2 GHz.</p>
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<p>Phase center position estimation from the ground plane @ 1.575 GHz.</p>
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<p>Ceramic patch GNSS L1/L5 antenna.</p>
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<p>U-blox MAX M10S (patch and helix antenna, respectively).</p>
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<p>MinewSemi MS32SN1 receiver (patch and helix antenna, respectively).</p>
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<p>ATGM336H receiver (patch and helix antenna, respectively).</p>
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<p>U-blox MAX M8Q (patch and helix antenna, respectively).</p>
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<p>MinewSemi ME32GR01 receiver (patch and helix antenna, respectively).</p>
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<p>MinewSemi ME32GR01 receiver (patch and helix antenna, respectively).</p>
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<p>U-blox NEO F10T receiver (patch and helix antenna, respectively).</p>
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<p>U-blox NEO F10T receiver (patch and helix antenna, respectively).</p>
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15 pages, 4419 KiB  
Article
Investigation of Aircraft Conflict Resolution Trajectories under Uncertainties
by Anrieta Dudoit, Vytautas Rimša and Marijonas Bogdevičius
Sensors 2024, 24(18), 5877; https://doi.org/10.3390/s24185877 - 10 Sep 2024
Viewed by 443
Abstract
As air traffic intensity increases and stochastic uncertainties, such as wind direction and speed, continue to impact air traffic controllers’ workload significantly, airlines are increasingly pressured to reduce costs by flying via straighter/more direct trajectories. Due to these changes, it is important to [...] Read more.
As air traffic intensity increases and stochastic uncertainties, such as wind direction and speed, continue to impact air traffic controllers’ workload significantly, airlines are increasingly pressured to reduce costs by flying via straighter/more direct trajectories. Due to these changes, it is important to search for new means/solutions for aircraft conflict resolution to ensure the required level of safety and rational flight trajectory. Such a solution could be the implementation of Dubin’s method of flight trajectories. This paper aims to propose and deeply analyze a new mathematical model for two-aircraft conflict resolution where the Dubins method is applied in a dynamic conflict scenario. In this model, at a certain moment, the flight trajectory of one aircraft follows a path similar to a moving circle’s tangential line. Upon that, the conflict detection and resolution (CDR) model considers wind uncertainty. The proposed CDR method could be applied when uncertainty such as wind direction and speed are inconstant (stochastic) throughout the simulation. Full article
(This article belongs to the Section Sensors and Robotics)
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<p>(<b>a</b>) A simplified representation of a two-aircraft conflict solution; (<b>b</b>) ground-based and aircraft-based CDR (based on: EUROCONTROL, 2017 [<a href="#B11-sensors-24-05877" class="html-bibr">11</a>]).</p>
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<p>(<b>a</b>) Numerical model of suitable angles between flight trajectories: green—suitable for conflict investigation; red—not applicable; gray—out of scope due to typical aircraft operating procedures. (<b>b</b>) Graphical representation a conflict situation between the flight paths of two aircraft.</p>
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<p>Configuration of the analytical investigation model with different wind angles (<math display="inline"><semantics> <mrow> <msub> <mrow> <mi>α</mi> </mrow> <mrow> <mi>W</mi> </mrow> </msub> </mrow> </semantics></math> = 0°, 90°, 180°, 270°) and different initial angles between flight trajectories (<math display="inline"><semantics> <mrow> <mi>α</mi> </mrow> </semantics></math> = 35°, 45°, 55°).</p>
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<p>One discrete element with 5 nodes of the tangential unit <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="bold-italic">e</mi> </mrow> <mrow> <mi>τ</mi> <mi>i</mi> </mrow> </msub> </mrow> </semantics></math> vector.</p>
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<p>Point P local coordinate <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>ξ</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msub> </mrow> </semantics></math>.</p>
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<p>Termination of flight via the arc and the start of flight via tangent.</p>
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<p>Aircraft conflict situation initial modelling of the minimal horizontal distance between two aircraft flight trajectories, when the initial angle (<math display="inline"><semantics> <mrow> <mi>α</mi> </mrow> </semantics></math>) amounted to: (<b>a</b>) overall case, (<b>b</b>) case 35°, (<b>c</b>) case 45°, and (<b>d</b>) case 55°.</p>
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<p>Aircraft conflict situation initial and adapted recalculated modelling of the minimal horizontal distance between two aircraft flight trajectories, with the initial angle amounting to: (<b>a</b>) overall case (<b>b</b>) case 35°; (<b>c</b>) case 45° and (<b>d</b>) case 55°.</p>
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<p>Comparison of the obtained results with Romero et al. (2020) [<a href="#B4-sensors-24-05877" class="html-bibr">4</a>], when <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>α</mi> </mrow> <mrow> <mi>w</mi> </mrow> </msub> </mrow> </semantics></math> = 0° and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>V</mi> </mrow> <mrow> <mi>w</mi> </mrow> </msub> </mrow> </semantics></math> = 20 kts.</p>
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19 pages, 1565 KiB  
Article
Research on Multi-Layer Defense against DDoS Attacks in Intelligent Distribution Networks
by Kai Xu, Zemin Li, Nan Liang, Fanchun Kong, Shaobo Lei, Shengjie Wang, Agyemang Paul and Zhefu Wu
Electronics 2024, 13(18), 3583; https://doi.org/10.3390/electronics13183583 - 10 Sep 2024
Viewed by 738
Abstract
With the continuous development of new power systems, the intelligence of distribution networks has been increasingly enhanced. However, network security issues, especially distributed denial-of-service (DDoS) attacks, pose a significant threat to the safe operation of distribution networks. This paper proposes a novel DDoS [...] Read more.
With the continuous development of new power systems, the intelligence of distribution networks has been increasingly enhanced. However, network security issues, especially distributed denial-of-service (DDoS) attacks, pose a significant threat to the safe operation of distribution networks. This paper proposes a novel DDoS attack defense mechanism based on software-defined network (SDN) architecture, combining Rényi entropy and multi-level convolutional neural networks, and performs fine-grained analysis and screening of traffic data according to the amount of calculation to improve the accuracy of attack detection and response speed. Experimental verification shows that the proposed method excels in various metrics such as accuracy, precision, recall, and F1-score. It demonstrates significant advantages in dealing with different intensities of DDoS attacks, effectively enhancing the network security of user-side devices in power distribution networks. Full article
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<p>Application structure of SDN network in distribution communication networks.</p>
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<p>Communication diagram of IoT devices on the user side of distribution networks.</p>
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<p>Schematic structure of DDoS attack.</p>
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<p>Training loss of BCNN and OneDCNN.</p>
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22 pages, 2075 KiB  
Article
Unlocking Grid Flexibility: Leveraging Mobility Patterns for Electric Vehicle Integration in Ancillary Services
by Corrado Maria Caminiti, Luca Giovanni Brigatti, Matteo Spiller, Giuliano Rancilio and Marco Merlo
World Electr. Veh. J. 2024, 15(9), 413; https://doi.org/10.3390/wevj15090413 - 9 Sep 2024
Viewed by 636
Abstract
The electrification of mobility has introduced considerable challenges to distribution networks due to varying demand patterns in both time and location. This underscores the need for adaptable tools to support strategic investments, grid reinforcement, and infrastructure deployment. In this context, the present study [...] Read more.
The electrification of mobility has introduced considerable challenges to distribution networks due to varying demand patterns in both time and location. This underscores the need for adaptable tools to support strategic investments, grid reinforcement, and infrastructure deployment. In this context, the present study employs real-world datasets to propose a comprehensive spatial–temporal energy model that integrates a traffic model and geo-referenced data to realistically evaluate the flexibility potential embedded in the light-duty transportation sector for a given study region. The methodology involves assessing traffic patterns, evaluating the grid impact of EV charging processes, and extending the analysis to flexibility services, particularly in providing primary and tertiary reserves. The analysis is geographically confined to the Lombardy region in Italy, relying on a national survey of 8.2 million trips on a typical day. Given a target EV penetration equal to 2.5%, corresponding to approximately 200,000 EVs in the region, flexibility bands for both services are calculated and economically evaluated. Within the modeled framework, power-intensive services demonstrated significant economic value, constituting over 80% of the entire potential revenues. Considering European markets, the average marginal benefit for each EV owner is in the order of 10 € per year, but revenues could be higher for sub-classes of users better fitting the network needs. Full article
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<p>Graphical representation and temporal characterization of the charging process.</p>
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<p>Charging infrastructure and EVs operational framework.</p>
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<p>Explanatory application of load shifting algorithm.</p>
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<p>Flexibility margins of charging points.</p>
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<p>mFRR evaluation procedure.</p>
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<p>Alternative charging processes for tertiary reserve. The original charging schedule is indicated in light gray, with dark gray for the resulting charging strategy.</p>
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<p>Mobility flows representation on a province level.</p>
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<p>Temporal distribution of the OD travels during a typical working day.</p>
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<p>Daily averaged frequency profile.</p>
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<p>Acceptance probability for mFRR.</p>
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<p>Incremental EV-related demand aggregated on a primary substation equivalent area.</p>
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<p>Incremental EV-related load due to public charging processes on a province scale.</p>
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<p>Incremental EV-related load profile with contributions from public and domestic charging.</p>
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<p>Available bands for FCR.</p>
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<p>Available bands for mFRR.</p>
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<p>Aggregated demand after the application of band enhancement algorithm.</p>
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<p>Spatial distribution comparison at 5 AM of FCR band.</p>
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<p>Spatial distribution comparison at 8 PM of FCR band.</p>
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<p>Aggregated demand after the application of band enhancement algorithm.</p>
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<p>Opportunity value of consuming in different hours, considering bill costs and provision of upward service on ASM.</p>
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16 pages, 3740 KiB  
Article
Quantification of Airborne Particulate Matter and Trace Element Deposition on Hedera helix and Senecio cineraria Leaves
by Anabel Saran, Mariano Javier Mendez, Diego Gabriel Much, Valeria Imperato, Sofie Thijs, Jaco Vangronsveld and Luciano Jose Merini
Plants 2024, 13(17), 2519; https://doi.org/10.3390/plants13172519 - 7 Sep 2024
Viewed by 599
Abstract
In both developed and developing countries, atmospheric pollution with particulate matter (PM) remains an important issue. Despite the health effects of poor air quality, studies on air pollution are often limited by the high costs of continuous monitoring and the need for extensive [...] Read more.
In both developed and developing countries, atmospheric pollution with particulate matter (PM) remains an important issue. Despite the health effects of poor air quality, studies on air pollution are often limited by the high costs of continuous monitoring and the need for extensive sampling. Furthermore, these particles are often enriched with potentially toxic trace elements and organic pollutants. This study evaluates both the composition of atmospheric dust accumulated during a certain timespan on Hedera helix and Senecio cineraria leaves and the potential for their use as bio-monitors. The test plants were positioned near automatic air quality monitoring stations at four different sites with respectively high, moderate and low traffic intensity. The gravimetric deposition of PM10 and PM2.5 on leaves was compared with data recorded by the monitoring stations and related to the weather conditions reported by Argentina’s National Meteorological Service. To determine the presence of trace elements enriching the PM deposited on leaves, two analytical techniques were applied: XRF (not destructive) and ICP (destructive). The results indicated that only in the unpaved street location (site 2) did PM10 and PM2.5 concentrations (90 µg m−3 and 9 µg m−3) in the air exceed more than five times WHO guidelines (15 µg m−3 and 5 µg m−3). However, several trace elements were found to be enriching PM deposited on leaves from all sites. Predominantly, increased concentrations of Cd, Cu, Ti, Mn, Zn and Fe were found, which were associated with construction, traffic and unpaved street sources. Furthermore, based on its capability to sequester above 2800 µg cm−2 of PM10, 2450 µg cm−2 of PM2.5 and trace elements, Senecio cineraria can be taken into consideration for adoption as a bio-monitor or even for PM mitigation. Full article
(This article belongs to the Section Plant Ecology)
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<p>Measurements from an automatic weather station of the National Weather Service of Argentina at Santa Rosa Aero station. Humidity (orange line), wind speed (grey bars), temperature (red line) and precipitation (blue bars) recorded between 15 September 2021 and 15 March 2022.</p>
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<p>Average concentrations of PM 10 and PM 2.5 recorded monthly at each site (n = 5). The pink line represents the WHO recommended annual limit (PM10 = 15 µg m<sup>−3</sup>; PM2.5 = 5 µg m<sup>−3</sup>).</p>
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<p>Spearman correlation matrix, pairwise relationships between meteorological variables and PM concentrations recorded by monitors located at the four sites. Circle sizes dynamically adjust based on the magnitude of correlation, and the color gradient indicates the strength and direction of correlations, from negative (red) to positive (blue).</p>
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<p>Means (n = 5) of XRF spectra of <span class="html-italic">Hedera helix</span> (H) leaves collected from (<b>a</b>) site 1, (<b>b</b>) site 2, (<b>c</b>) site 3 and (<b>d</b>) site 4. Leaves were analyzed before (0 m) and after 3 and 6 months of exposure (3 m and 6 m). The KeV of the peaks shows which elements are present, and the height of a peak indicates the abundance of that element.</p>
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<p>Means (n = 5) of XRF spectra of <span class="html-italic">Senecio cineraria</span> (C) leaves originating from (<b>a</b>) site 1, (<b>b</b>) site 2, (<b>c</b>) site 3 and (<b>d</b>) site 4. Leaves were analyzed before (0 m) and after 3 and 6 months of exposure (3 m and 6 m). The KeV of the peaks shows which elements are present, and the height of a peak indicates the abundance of that element.</p>
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<p>Score plot of the first two PCs obtained by PCA illustrating sample distributions based on (<b>A</b>) site and plant species (‘C’ for <span class="html-italic">Senecio cineraria</span> and ‘H’ for <span class="html-italic">Hedera helix</span>) and (<b>B</b>) exposure time in months. (<b>C</b>) Loading plot highlighting elements with the main influence on the sample distribution.</p>
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<p>Pie charts of average leaf surface elemental concentration measured by ICP and XRF for <span class="html-italic">Hedera</span> helix and <span class="html-italic">Senecio cineraria</span> plants after 6 months of exposure at sites 1, 2, 3 and 4. Cd and Cu (left side) were only detected by ICP. Al and Si (right side) were only detected using XRF.</p>
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<p>Site locations, Santa Rosa City, La Pampa province, Argentina. (<b>a</b>) Site 1, an urban area with high intensity of car traffic; (<b>b</b>) Site 2, a suburban area with moderate car traffic and unpaved streets; (<b>c</b>) Site 3, a residential area with moderate car traffic; and (<b>d</b>) Site 4, a rural area with low intensity of car traffic, based on Google Maps Traffic.</p>
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