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Search Results (802)

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Keywords = real-time travel time

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30 pages, 53895 KiB  
Article
How Bike-Sharing Affects the Accessibility Equity of Public Transit Systems—Evidence from Nanjing
by Jianke Cheng, Liyang Hu, Da Lei and Hui Bi
Land 2024, 13(12), 2200; https://doi.org/10.3390/land13122200 - 16 Dec 2024
Viewed by 234
Abstract
This study examines how Free-Floating Bike-Sharing (FFBS) affects the accessibility equity of public transit sytems by serving as a first-mile feeder. To evaluate accessibility improvements for various opportunities within a 30-min travel time, we construct a complete travel chain approach based on multi-source, [...] Read more.
This study examines how Free-Floating Bike-Sharing (FFBS) affects the accessibility equity of public transit sytems by serving as a first-mile feeder. To evaluate accessibility improvements for various opportunities within a 30-min travel time, we construct a complete travel chain approach based on multi-source, real-world data from Nanjing, China. The results indicate that FFBS significantly enhances accessibility, particularly for job opportunities and green spaces, with improvements of up to 180.02% and 155.82%, respectively. This integration also enhances the accessibility equity of public transit systems, particularly in green spaces, with a Gini coefficient improvement of 0.0336. Additionally, we find that areas with low housing prices exhibit greater accessibility inequality, while those with moderate housing prices benefit more from FFBS integration. These findings can potentially support transport planners in optimizing and managing FFBS and public transit systems to facilitate sustainable and inclusive transportation networks. Full article
(This article belongs to the Special Issue Urban Land Expansion and Regional Inequality)
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<p>Study area.</p>
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<p>Methodological framework.</p>
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<p>A complete public transit travel chain based on metro stations. We assume that travelers either choose to walk (Mode 1) or use FFBS (Mode 2) to access metro stations, while the remainder of the journey is completed through route planning for public transit, which includes other modes, like buses.</p>
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<p>Identifying modal integration trips of FFBS.</p>
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<p>Schematic diagram of the Lorenz curve.</p>
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<p>Spatial distribution of facility accessibility based on metro stations.</p>
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<p>Comparison of accessibility improvement for six types of travel destination.</p>
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<p>Spatial distribution of accessibility improvement by substituting walking with FFBS.</p>
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<p>Spatial distribution of trip volume based on metro stations.</p>
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<p>FFBS travel time and housing price based on metro stations.</p>
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<p>Lorenz curves based on accessibility for six types of travel destination.</p>
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<p>The Lorenz curves based on varying housing price levels and public transit accessibility for job opportunities.</p>
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<p>The Lorenz curves based on varying housing price levels and public transit accessibility for healthcare facilities.</p>
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<p>The Lorenz curves based on varying housing price levels and public transit accessibility for dining facilities.</p>
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<p>Lorenz curves based on varying housing price levels and public transit accessibility for shopping facilities.</p>
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<p>Lorenz curves based on varying housing price levels and public transit accessibility for leisure facilities.</p>
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<p>Lorenz curves based on varying housing price levels and public transit accessibility for green spaces.</p>
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23 pages, 591 KiB  
Article
Strategic Traffic Management in Mixed Traffic Road Networks: A Methodological Approach Integrating Game Theory, Bilevel Optimization, and C-ITS
by Areti Kotsi, Ioannis Politis and Evangelos Mitsakis
Future Transp. 2024, 4(4), 1602-1624; https://doi.org/10.3390/futuretransp4040077 - 16 Dec 2024
Viewed by 205
Abstract
The integration of Connected Vehicles into conventional traffic systems presents significant challenges due to the diverse behaviors and objectives of different drivers. Conventional vehicle drivers typically follow User Equilibrium principles, aiming to minimize their individual travel times without considering the overall network impact. [...] Read more.
The integration of Connected Vehicles into conventional traffic systems presents significant challenges due to the diverse behaviors and objectives of different drivers. Conventional vehicle drivers typically follow User Equilibrium principles, aiming to minimize their individual travel times without considering the overall network impact. In contrast, Connected Vehicle drivers, guided by real-time information from central authorities or private service providers, can adopt System Optimum strategies or Cournot-Nash oligopoly behaviors, respectively. The coexistence of these distinct player classes in mixed-traffic environments complicates the task of achieving optimal traffic flow and network performance. This paper presents a comprehensive framework for optimizing mixed-traffic road networks through a multiclass traffic assignment model. The framework integrates three distinct types of players: conventional vehicle drivers adhering to User Equilibrium principles, Connected Vehicle drivers following System Optimum principles under a central governing authority, and Connected Vehicle drivers operating under Cournot-Nash oligopoly conditions with access to services from private companies. The methodology includes defining a model to achieve optimal mixed equilibria, designing an algorithm for multiclass traffic assignment, formulating strategic games to analyze player interactions, and establishing key performance indicators to evaluate network efficiency and effectiveness. The framework is applied to a real-world road network, validating its practicality and effectiveness through computational results. The extraction and analysis of computational results are used to propose optimal traffic management policies for mixed-traffic environments. The findings provide significant insights into the dynamics of mixed traffic networks and offer practical recommendations for improving traffic management in increasingly complex urban transportation systems. Full article
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<p>Framework structure.</p>
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<p>Simplified network.</p>
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19 pages, 5351 KiB  
Article
GMTP: Enhanced Travel Time Prediction with Graph Attention Network and BERT Integration
by Ting Liu and Yuan Liu
AI 2024, 5(4), 2926-2944; https://doi.org/10.3390/ai5040141 - 13 Dec 2024
Viewed by 501
Abstract
(1) Background: Existing Vehicle travel time prediction applications face challenges in modeling complex road network and handling irregular spatiotemporal traffic state propagation. (2) Methods: To address these issues, we propose a Graph Attention-based Multi-Spatiotemporal Features for Travel Time Prediction (GMTP) model, which integrates [...] Read more.
(1) Background: Existing Vehicle travel time prediction applications face challenges in modeling complex road network and handling irregular spatiotemporal traffic state propagation. (2) Methods: To address these issues, we propose a Graph Attention-based Multi-Spatiotemporal Features for Travel Time Prediction (GMTP) model, which integrates an enhanced graph attention network (GATv2) and Bidirectional Encoder Representations from Transformers (BERT) to analyze dynamic correlations across spatial and temporal dimensions. The pre-training process consists of two blocks: the Road Segment Interaction Pattern to Enhance GATv2, which generates road segment representation vectors, and a traffic congestion-aware trajectory encoder by incorporating a shared attention mechanism for high computational efficiency. Additionally, two self-supervised tasks are designed for improved model accuracy and robustness. (3) Results: The fine-tuned model had comparatively optimal performance metrics with significant reductions in Mean Absolute Error (MAE), Mean Absolute Percentage Error (MAPE), and Root Mean Squared Error (RMSE). (4) Conclusions: Ultimately, the integration of this model into travel time prediction, based on two large-scale real-world trajectory datasets, demonstrates enhanced performance and computational efficiency. Full article
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<p>The architecture of GMTP. This figure illustrates the overall design: (<b>a</b>) The graph attention network V2 (GATv2) module captures spatial relationships by modeling the road network structure and incorporating Interaction Transfer Frequency for spatial information extraction. (<b>b</b>) The traffic congestion-aware trajectory encoder, equipped with adaptive shared attention, encodes road segment representations into trajectory vectors. Workday and peak hour information are integrated into the trajectory embeddings, and the attention mechanism is dynamically adjusted using transfer time and hybrid matrices for better spatiotemporal fusion. (<b>c</b>) The adaptive masked trajectory reconstruction task applies a random masking strategy to improve trajectory recovery, enhancing the accuracy of the trajectory representations. (<b>d</b>) The contrastive learning module strengthens feature extraction through Time-Frequency Perturbation and road segment masking, enhancing robustness and generalization.</p>
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<p>The calculation process of multi-head shared attention mechanism (MSA). For <math display="inline"><semantics> <mrow> <msub> <mi>N</mi> <mi>h</mi> </msub> <mo>=</mo> <mn>3</mn> </mrow> </semantics></math>, the attention scores for input <math display="inline"><semantics> <msub> <mi>X</mi> <mi>n</mi> </msub> </semantics></math> are computed. The three independent heads are represented by different colors, and the block structure of the mixing matrix <math display="inline"><semantics> <msub> <mi>H</mi> <mrow> <mi>m</mi> <mi>a</mi> <mi>t</mi> <mi>r</mi> <mi>i</mi> <mi>x</mi> </mrow> </msub> </semantics></math> ensures that the dot products for each head are performed on non-overlapping dimensions. (<b>a</b>) represents a more generalized hybrid matrix <math display="inline"><semantics> <msub> <mi>H</mi> <mrow> <mi>m</mi> <mi>a</mi> <mi>t</mi> <mi>r</mi> <mi>i</mi> <mi>x</mi> </mrow> </msub> </semantics></math> as opposed to simple head concatenation, and the blocks-of-1 represents a ones matrix. (<b>b</b>) involves sharing head projections by learning all entries of the matrix. (<b>c</b>) reduces the number of projections from <math display="inline"><semantics> <msub> <mi>D</mi> <mi>k</mi> </msub> </semantics></math> to <math display="inline"><semantics> <msub> <mover accent="true"> <mi>D</mi> <mo stretchy="false">˜</mo> </mover> <mi>k</mi> </msub> </semantics></math>, allowing heads to share redundant projections, thus improving efficiency.</p>
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<p>Effectiveness of various algorithm: Comparison of No-GATv2, Node2vec, GAT and GMTP, highlighting differences in embedding initialization and performance with respect to road features. Lower values represent better performance.</p>
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<p>The impact of adaptive HSSTA. “No-TimeEmb” indicates the absence of time characteristics, “No-TransferMatrix” means transfer times are not considered, and “No-HybridMatrix” denotes the exclusion of the mixing matrix in attention weight calculation. Ignoring these components leads to a significant drop in model performance.</p>
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<p>Impact of self-supervised tasks. In the “No-Mask” and “No-Contra” settings, the model’s MAPE, Macro-F1, and MR values all increased, highlighting the significance of both trajectory masking and contrastive learning in self-supervised training.</p>
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<p>Impact of data augmentation strategies. Darker colors in the heatmap represent lower MAPE values, indicating better performance. The combination of Perturb and Mask yields the best results.</p>
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<p>The impact of hyperparameters. The vertical axis represents Macro-F1. (<b>a</b>) Encoding layer depth (<span class="html-italic">L</span>): Balances learning capacity and overfitting. (<b>b</b>) Embedding dimension (<span class="html-italic">d</span>): Affects representation quality. (<b>c</b>) Batch size (<span class="html-italic">N</span>): Impacts gradient estimation and contrastive learning.</p>
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<p>Trajectory encoding time comparison. The horizontal axis represents dataset size (in K), and the vertical axis represents encoding cost (in seconds).</p>
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21 pages, 8333 KiB  
Article
Urban-Scale Acoustic Comfort Map: Fusion of Social Inputs, Noise Levels, and Citizen Comfort in Open GIS
by Farzaneh Zarei, Mazdak Nik-Bakht, Joonhee Lee and Farideh Zarei
Processes 2024, 12(12), 2864; https://doi.org/10.3390/pr12122864 - 13 Dec 2024
Viewed by 437
Abstract
With advancements in the Internet of Things (IoT), diverse and high-resolution data sources, such as environmental sensors and user-generated inputs from mobile devices, have become available to model and estimate citizens’ acoustic comfort in urban environments. These IoT-enabled data sources offer scalable insights [...] Read more.
With advancements in the Internet of Things (IoT), diverse and high-resolution data sources, such as environmental sensors and user-generated inputs from mobile devices, have become available to model and estimate citizens’ acoustic comfort in urban environments. These IoT-enabled data sources offer scalable insights in real time into both objective parameters (e.g., noise levels and environmental conditions) and subjective perceptions (e.g., personal comfort and soundscape experiences), which were previously challenging to capture comprehensively by using traditional methods. Despite this, there remains a lack of a clear framework explicitly presenting the role of these diverse inputs in determining acoustic comfort. This paper contributes by (1) exploring the relationship between attributes governing the physical aspect of the built environment (sensory data) and the end-users’ characteristics/inputs/sensations (such as their acoustic comfort level) and how these attributes can correlate/connect; (2) developing a CityGML-based framework that leverages semantic 3D city models to integrate and represent both objective sensory data and subjective social inputs, enhancing data-driven decision making at the city level; and (3) introducing a novel approach to crowdsourcing citizen inputs to assess perceived acoustic comfort indicators, which inform predictive modeling efforts. Our solution is based on CityGML’s capacity to store and explain 3D city-related shapes with their semantic characteristics, which are essential for city-level operations such as spatial data mining and thematic queries. To do so, a crowdsourcing method was used, and 20 perceptive indicators were identified from the existing literature to evaluate people’s perceived acoustic attributes and types of sound sources and their relations to the perceived soundscape comfort. Three regression models—K-Nearest Neighbor (KNN), Support Vector Regression (SVR), and XGBoost—were trained on the collected data to predict acoustic comfort at bus stops in Montréal based on physical and psychological attributes of travellers. In the best-performing scenario, which incorporated psychological attributes and measured noise levels, the models achieved a normalized mean squared error (NMSE) as low as 0.0181, a mean absolute error (MAE) of 0.0890, and a root mean square error (RMSE) of 0.1349. These findings highlight the effectiveness of integrating subjective and objective data sources to accurately predict acoustic comfort in urban environments. Full article
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<p>High-level methodology of study.</p>
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<p>High-level architecture of acoustic comfort prediction. (<b>a</b>) Fixed structure: using noise simulator to map physical parameters to noise level as <span class="html-italic">h</span>(.) input; (<b>b</b>) adaptive structure: estimation process schema.</p>
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<p>The measured noise level at different POIs. (<b>a</b>) The distribution of noise levels measured across different POIs; (<b>b</b>) the geographic locations of the POIs with a colour-coded map indicating the average noise level at each site.</p>
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<p>Hourly variations in noise levels (dB) for two sample bus stops.</p>
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<p>Comparing noise levels. (<b>a</b>) Weekdays vs. weekends; (<b>b</b>) evening vs. morning.</p>
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<p>Noise map for selected POIs by using CadnaA.</p>
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<p>Social input ADE—user package.</p>
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<p>Transportation package in CityGML [<a href="#B33-processes-12-02864" class="html-bibr">33</a>].</p>
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<p>Noise ADE [<a href="#B34-processes-12-02864" class="html-bibr">34</a>].</p>
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<p>Predicted acoustical comfort levels. (<b>a</b>) Male travellers; (<b>b</b>) female travellers; (<b>c</b>) difference between male and female acoustic comfort.</p>
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<p>The difference between acoustic comfort for travellers who have and do not have a deadline.</p>
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29 pages, 6054 KiB  
Article
A Bi-Level Optimization Approach to Network Flow Management Incorporating Travelers’ Herd Effect
by Shihao Li, Bojian Zhou, Min Xu and Xiaoxiao Dong
Mathematics 2024, 12(24), 3923; https://doi.org/10.3390/math12243923 - 13 Dec 2024
Viewed by 384
Abstract
Herd effect is a widespread phenomenon in real-world situations. This study explores how the herd effect can be used to manage network flow effectively. We examined its impact on travelers’ route choices and propose a mixed network flow evolution process that incorporates the [...] Read more.
Herd effect is a widespread phenomenon in real-world situations. This study explores how the herd effect can be used to manage network flow effectively. We examined its impact on travelers’ route choices and propose a mixed network flow evolution process that incorporates the herd effect, considering two types of travelers: those who receive route subsidy information and those who do not. Based on this evolution process, we developed a bi-level optimization model to determine the optimal subsidized routes, the subsidy amounts per kilometer, and the proportion of travelers receiving subsidy information. A hybrid algorithm with two iterative procedures was proposed to solve the model, in which the adaptive genetic algorithm (AGA) was employed to solve the upper-level nonlinear mixed-integer programming problem, and the partial linearization method was used to solve the lower-level network flow evolution process. Numerical results indicate that the presence of herd effect can effectively reduce both the total travel time of the network and the overall subsidy costs. The findings of this study have significant implications for the utilization of the herd effect in designing navigation software and developing congestion pricing strategies. Full article
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<p>The search results of a destination in the navigation software DiDi. DiDi Chuxing (V6.9.16).</p>
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<p>An example of route choice scenarios in the SP survey.</p>
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<p>Flowchart of the route-based subsidy scheme with herd effect.</p>
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<p>Iterative process of the major iteration.</p>
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<p>Iterative process of the minor iteration.</p>
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<p>The example network used for the numerical experiment.</p>
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<p>Optimal route flow results from the bi-level optimization model.</p>
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<p>Comparison of flow on each subsidized route with and without the herd effect.</p>
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<p>Comparison of AGA- and SGA-based hybrid algorithms in terms of iteration numbers.</p>
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<p>Comparison of AGA- and SGA-based hybrid algorithms in terms of computational time.</p>
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<p>Effect of the weighting parameter <math display="inline"><semantics> <mi>λ</mi> </semantics></math> on the total subsidy cost.</p>
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<p>Effect of the weighting parameter <math display="inline"><semantics> <mi>λ</mi> </semantics></math> on the system travel time.</p>
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<p>Effect of the available budget <math display="inline"><semantics> <mi>U</mi> </semantics></math> on the total subsidy cost.</p>
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<p>Effect of the available budget <math display="inline"><semantics> <mi>U</mi> </semantics></math> on the system travel time.</p>
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<p>Comparison of route flows under different <math display="inline"><semantics> <mi>λ</mi> </semantics></math> values with no subsidy schemes.</p>
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<p>Comparison of route flows under different budget values with no subsidy schemes.</p>
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27 pages, 7093 KiB  
Article
Integration of Visible Light Communication, Artificial Intelligence, and Rerouting Strategies for Enhanced Urban Traffic Management
by Manuela Vieira, Gonçalo Galvão, Manuel A. Vieira, Mário Véstias, Pedro Vieira and Paula Louro
Vehicles 2024, 6(4), 2106-2132; https://doi.org/10.3390/vehicles6040103 - 11 Dec 2024
Viewed by 477
Abstract
This study combines Visible Light Communication (VLC) and Artificial Intelligence (AI) to enhance traffic signal control, reduce congestion, and improve safety, through real-time monitoring and dynamic traffic management. Leveraging VLC technology, the system uses existing road infrastructure to transmit live data on vehicle [...] Read more.
This study combines Visible Light Communication (VLC) and Artificial Intelligence (AI) to enhance traffic signal control, reduce congestion, and improve safety, through real-time monitoring and dynamic traffic management. Leveraging VLC technology, the system uses existing road infrastructure to transmit live data on vehicle and pedestrian positions, speeds, and queues. AI agents, employing Deep Reinforcement Learning (DRL), process this data to manage traffic flows dynamically, applying anti-bottleneck and rerouting techniques to balance pedestrian and vehicle waiting times. A centralized global agent coordinates the local agents controlling each intersection, enabling indirect communication and data sharing to train a unified DRL model. This model makes real-time adjustments to traffic light phases, utilizing a queue/request/response system for adaptive intersection management. Tested using simulations and real-world trials involving standard and rerouting scenarios, the approach demonstrates significantly better performance in regard to the rerouting configuration, reducing congestion and enhancing traffic flow and pedestrian safety. Scalable and adaptable to various intersection types, including four-way, T-intersections, and roundabouts, the system’s efficacy is validated using the SUMO urban mobility simulator, resulting in notable reductions to travel and waiting times for both vehicles and pedestrians. Full article
(This article belongs to the Special Issue Novel Solutions for Transportation Safety)
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<p>(<b>a</b>) A 2D representation of the V-VLC architecture. (<b>b</b>) V-VLC emitter and receivers’ relative position and an illustration of the coverage map, with the footprint regions in the unit cell (#1–#9) and the steering angle codes (2–9) [<a href="#B22-vehicles-06-00103" class="html-bibr">22</a>].</p>
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<p>(<b>a</b>) Environment scenario; (<b>b</b>) simulated scenario for each junction: four-legged intersection and an environment with the optical infrastructure (X<sub>ij</sub>), the generated footprints (#1–#9), and the connected cars and pedestrians.</p>
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<p>(<b>a</b>) Environment scenario; (<b>b</b>) simulated scenario for each junction: four-legged intersection and an environment with the optical infrastructure (X<sub>ij</sub>), the generated footprints (#1–#9), and the connected cars and pedestrians.</p>
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<p>(<b>a</b>) Schematic diagram of one junction with coded lanes (L/0–7) and traffic lights (TL/0–15). (<b>b</b>) Phase diagram with the traffic directions [<a href="#B22-vehicles-06-00103" class="html-bibr">22</a>].</p>
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<p>Simulated VLC in a two junction (C0 and C1) scenario, involving RGBV ID transmitters.</p>
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<p>Normalized MUX signal responses and the corresponding decoded messages, displayed at the top, sent by the IM to: (<b>a</b>) the vehicles. (<b>b</b>) pedestrians waiting at the corners (I2P1,2) for various frame times. On the right-hand side, the analyzed communication type is displayed to assist visual interpretation.</p>
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<p>Flowchart during simulation and training.</p>
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<p>A schematic diagram of the algorithm employed, using centralized MARL.</p>
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<p>A schematic diagram of the representation state for each junction.</p>
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<p>Network training for both scenarios: (<b>a</b>) cumulative negative rewards and (<b>b</b>) average queue size.</p>
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<p>Comparison of trends over time for vehicle halting sessions at intersections in standard versus rerouting scenario: (<b>a</b>) intersection C0, (<b>b</b>) intersection C1, and (<b>c</b>) intersection C2.</p>
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<p>Comparison of trends over time for pedestrian halting sessions at intersections in standard versus rerouting scenario: (<b>a</b>) intersection C0, (<b>b</b>) intersection C1, and (<b>c</b>) intersection C2.</p>
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<p>Comparison of trends over time for the active phases (actions) at intersections C0, C1 and C2. (<b>a</b>) Standard scenario. (<b>b</b>) Rerouting scenario.</p>
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<p>Comparison of trends over time for the active phases (actions) at intersections C0, C1 and C2. (<b>a</b>) Standard scenario. (<b>b</b>) Rerouting scenario.</p>
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<p>Time-based comparison of active phases 5 and 1 at intersections C0, C1, and C2: (<b>a</b>) standard scenario and (<b>b</b>) rerouting scenario. The phases and scenarios are shown in the insets.</p>
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<p>Comparison of green time trends across all active phases at intersections C0, C1, and C2. Active phases are indicated at the top for clarity. (<b>a</b>) Standard scenario. (<b>b</b>) Rerouting scenario.</p>
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<p>Comparison of green time trends across all active phases at intersections C0, C1, and C2. Active phases are indicated at the top for clarity. (<b>a</b>) Standard scenario. (<b>b</b>) Rerouting scenario.</p>
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29 pages, 16460 KiB  
Article
Evaluation of Subway Emergency Evacuation Based on Combined Theoretical and Simulation Methods
by Yang Hui, Shujie Su and Hui Peng
Appl. Sci. 2024, 14(24), 11580; https://doi.org/10.3390/app142411580 - 11 Dec 2024
Viewed by 399
Abstract
In this paper, a thorough investigation of the emergency evacuation capabilities of subway systems has been undertaken, employing a blend of theoretical models and simulation methodologies. Initially, a theoretical framework was established to estimate the evacuation duration for passengers transitioning from the train [...] Read more.
In this paper, a thorough investigation of the emergency evacuation capabilities of subway systems has been undertaken, employing a blend of theoretical models and simulation methodologies. Initially, a theoretical framework was established to estimate the evacuation duration for passengers transitioning from the train to a secure area while considering the spatial configuration and passenger flow dynamics of subway stations. Following this, a real-time visualization simulation model was developed, which integrates the dynamic aspects of passenger flow and the transportation capacity of evacuation bottlenecks across various segments. This model incorporates both spatial parameters and the travel behaviors of passengers. Ultimately, in accordance with actual operational needs, a simulation analysis was performed for substantial passenger volumes across three representative scenarios to assess the effectiveness and scientific validity of the theoretical calculation model. This study offers a foundational framework for the management of subway safety operations, facilitating the identification of evacuation bottlenecks and the implementation of emergency strategies for handling large passenger flows. Full article
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<p>Surrounding environment map of Wulukou station.</p>
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<p>Concourse layout structure of Wulukou subway station.</p>
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<p>Platform layout of Line #4.</p>
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<p>Platform layout of Line #1.</p>
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<p>The detailed distribution of Line #1 within a week.</p>
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<p>The detailed distribution of Line #4 within a week.</p>
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<p>Weekly total passenger flow data distribution.</p>
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<p>Emergency evacuation simulation flowchart.</p>
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<p>The variation in the number of passengers in different areas under Scenario #1.</p>
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<p>The variation in the number of passengers on stairs and escalators under Scenario #1.</p>
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<p>The utilization status of different exits under Scenario #1.</p>
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<p>The variation in the number of passengers in different areas under Scenario #2.</p>
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<p>The variation in the number of passengers on stairs and escalators under Scenario #2.</p>
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<p>The utilization status of different exits under Scenario #2.</p>
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<p>The variation in the number of passengers in different areas under Scenario #3.</p>
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<p>The variation in the number of passengers on stairs and escalators under Scenario #3.</p>
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<p>The utilization status of different exits under Scenario #3.</p>
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22 pages, 5373 KiB  
Article
A Predictive Compact Model of Effective Travel Time Considering the Implementation of First-Mile Autonomous Mini-Buses in Smart Suburbs
by Andres Udal, Raivo Sell, Krister Kalda and Dago Antov
Smart Cities 2024, 7(6), 3914-3935; https://doi.org/10.3390/smartcities7060151 - 11 Dec 2024
Viewed by 410
Abstract
An important development task for the suburbs of smart cities is the transition from rigid and economically inefficient public transport to the flexible order-based service with autonomous vehicles. The article proposes a compact model with a minimal input data set to estimate the [...] Read more.
An important development task for the suburbs of smart cities is the transition from rigid and economically inefficient public transport to the flexible order-based service with autonomous vehicles. The article proposes a compact model with a minimal input data set to estimate the effective daily travel time (EDTT) of an average resident of a suburban area considering the availability of the first-mile autonomous vehicles (AVs). Our example case is the Järveküla residential area beyond the Tallinn city border. In the model, the transport times of the whole day are estimated on the basis of the forenoon outbound trips. The one-dimensional distance-based spatial model with 5 residential origin zones and 6 destination districts in the city is applied. A crucial simplification is the 3-parameter sub-model of the distribution of distances on the basis of the real mobility statistics. Effective travel times, optionally completed with psycho-physiological stress factors and psychologically perceived financial costs, are calculated for all distances and transportation modes using the characteristic speeds of each mode of transport. A sub-model of switching from 5 traditional transport modes to two AV-assisted modes is defined by an aggregated AV acceptance parameter ‘a’ based on resident surveys. The main output of the model is the EDTT, dependent on the value of the parameter a. Thanks to the compact and easily adjustable set of input data, the main values of the presented model are its generalizability, predictive ability, and transferability to other similar suburban use cases. Full article
(This article belongs to the Special Issue Cost-Effective Transportation Planning for Smart Cities)
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<p>Growth of annual number of publications dedicated to application of autonomous vehicles in future transportation.</p>
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<p>General structure of the calculation model. The upper corner numbers of the blocks correspond to the subsections in the paper text.</p>
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<p>Explanation of example suburban transport task: (<b>a</b>) Location of Järveküla residential area (purple rectangle) in Rae municipality beyond the southern border of Tallinn city (red line). The blue line marks the major public transportation bus line 132 to Tallinn center; (<b>b</b>) Current development stage of Järveküla residential area of approx. 200 houses; (<b>c</b>) Pilot AV shuttle minibus designed for first-mile transport service in residential area.</p>
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<p>Selection of two reference areas within the city limits of Tallinn (Mõigu and Kakumäe-Tiskre), for which the trip length distribution functions were found.</p>
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<p>Summary of trip distance statistics of daily outbound trips for two example residential areas of Tallinn city on basis of the synthetic population database of Tallinn: (<b>a1</b>) Differential distributions with 1 km step for Mõigu area; (<b>b1</b>) The integrated cumulative distributions for Mõigu area; (<b>a2</b>) Differential distributions with 1 km step for Kakumäe-Tiskre area; (<b>b2</b>) The integrated cumulative distributions for Kakumäe-Tiskre area.</p>
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<p>Results of RMS-fitting of the statistics of forenoon outbound trips by the 2-parameter sigmoid curves for Kakumäe-Tiskre and Mõigu districts.</p>
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<p>The constructed 3-parameter model of distribution of trip distances combining the initial short-distance contribution and the smooth sigmoid step for lengthier distances. Parameter values are estimated to represent the Järveküla example area.</p>
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<p>One-dimensional distances-based spatial model of transportation task: (<b>a</b>) an abstract map of residential area housing with local institutions, transport artery, and public transport stops on one edge; (<b>b</b>) distances-based concept of destination districts in metropolitan areas; (<b>c</b>) the simplified one-dimensional spatial scheme of origin zones and destination districts.</p>
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<p>Explanation of concept of three-dimensional modality-origin-destination matrix used to sum up the daily transport times. Matrix defines 5 origin zones, 6 destinations districts, and 5 + 2 transportation modes. Each cell of MOD matrix is characterized by transport time with optional psych-physiological and economical extra terms and weight factors of distance and transport mode.</p>
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<p>Explanation of the two-stage concept of outbound trips and input parameter set for calculation of effective transportation time costs.</p>
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<p>Explanation of 2-stage effective trip times methodology with actual numerical values of input parameters.</p>
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<p>The main output of the model: daily effective transportation times of an average suburban resident versus the aggregated parameter of autonomous vehicle acceptance <math display="inline"><semantics> <mi>α</mi> </semantics></math>.</p>
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25 pages, 23926 KiB  
Article
Travel Time Estimation for Optimal Planning in Internal Transportation
by Pragna Das and Lluís Ribas-Xirgo
World Electr. Veh. J. 2024, 15(12), 565; https://doi.org/10.3390/wevj15120565 - 6 Dec 2024
Viewed by 374
Abstract
Optimal planning depends on precise and exact estimation of the operation costs of mobile robots. Unfortunately, determining the current and future state of a vehicle implies identifying all the parameters in its model. Rather than broadening the number of factors, in this work [...] Read more.
Optimal planning depends on precise and exact estimation of the operation costs of mobile robots. Unfortunately, determining the current and future state of a vehicle implies identifying all the parameters in its model. Rather than broadening the number of factors, in this work we adopt the approach of using a higher-level abstraction model to identify only a few cost parameters. Based on the observation that arc travel times accurately reflect the effect of physical states, this work proposes using them as the key parameters to compute accurate path traversal costs in the context of indoor transportation. This approach eliminates the need to model all factors in order to derive the cost for every robot. The resulting model organizes those parameters in a bilinear state-space form and includes the evolution of actual travel times with changing states. We show that the proposed model accurately estimates arc travel times with respect to actual observations gathered from real robots traversing a few arcs of a traffic network until battery exhaustion. We experimentally obtained minimum-cost paths from random origin and destination nodes when using heuristics and the “closer-to-reality” (bilinear-state version of our model) path costs, finding that it can save an average of 15% in transportation time compared to conventional methods. Full article
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<p>Travel time changes with battery and floor condition.</p>
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<p>As conditioned on battery load and knowledge about floor conditions, robot <math display="inline"><semantics> <msub> <mi>A</mi> <mn>1</mn> </msub> </semantics></math> can take different pathways (either the solid line or the dotted line) to reach <math display="inline"><semantics> <msub> <mi>P</mi> <mn>1</mn> </msub> </semantics></math>.</p>
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<p>Robot and scale prototyping platform used in experimentation.</p>
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<p>Three representative topological maps.</p>
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<p>Travel time observations in static estimation.</p>
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<p>Path planning with static estimation.</p>
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<p>Comparison of optimal <span class="html-italic">R</span>- and <span class="html-italic">H</span>-paths.</p>
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<p>Average total path cost for <span class="html-italic">H</span>-paths and <span class="html-italic">R</span>-paths.</p>
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<p>Percentage decrease in the total cost of <span class="html-italic">R</span>-paths from <span class="html-italic">H</span>-paths.</p>
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<p>Dynamic estimation.</p>
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<p>Sample run of route computation in dynamic estimation.</p>
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<p>Results of dynamic estimation.</p>
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<p>Percentage decrease of D-paths from H-paths and R-paths.</p>
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<p>Three different paths based on three different methods for obtaining travel times.</p>
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<p>Different <span class="html-italic">D</span>-paths under different surface conditions in Map 1.</p>
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<p><span class="html-italic">H</span>-, <span class="html-italic">R</span>-, and <span class="html-italic">D</span>-paths for the rough zone in Map 1.</p>
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<p>Different <span class="html-italic">D</span>-paths for different surface conditions in Map 3.</p>
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<p><span class="html-italic">H</span>-, <span class="html-italic">R</span>- and <span class="html-italic">D</span>-paths for the rough zone in Map 3.</p>
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17 pages, 6470 KiB  
Article
A Simulation and Training Platform for Remote-Sighted Assistance
by Xuantuo Huang, Rong Zhang, Yancheng Li, Bingao Zhang, Jianhua Zhang, Jingjing Xu and Shengyong Xu
Sensors 2024, 24(23), 7773; https://doi.org/10.3390/s24237773 - 4 Dec 2024
Viewed by 414
Abstract
Remote-sighted assistance (RSA) is a technology designed to provide assistance for visually impaired people (VIPs). In this scene, a remote-sighted agent communicates and sends commands to navigate and assist VIPs via real-time video sent back. However, the latency in real-time video and the [...] Read more.
Remote-sighted assistance (RSA) is a technology designed to provide assistance for visually impaired people (VIPs). In this scene, a remote-sighted agent communicates and sends commands to navigate and assist VIPs via real-time video sent back. However, the latency in real-time video and the deviation in the execution of instructions by VIPs are two important factors that affect the performance of agents to guide them. Therefore, how to enable agents to better guide VIPs under conditions of video transmission latency and deviation in instruction execution is an important issue. In this paper, we utilize Unreal Engine to create a virtual training platform for RSA, which simulates VIPs executing instructions in the real world and resembles the environment in RSA systems. We aim to help remote-sighted agents quickly master the set of vibration commands formed after encoding tactile vibrations and enable them to guide VIPs more effectively. Our experiment results show that, compared with untrained novices, when guiding people through the same path, agents trained on this platform reduce their average time by 32.09% and their average number of contacts with the environment by 57.57%. Our work provides agents with a simple and convenient simulation and training platform designed to enhance their performance by guiding VIPs with less travel time and fewer environmental contacts. Through this platform, agents can more effectively assist the visually impaired. Full article
(This article belongs to the Section Intelligent Sensors)
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<p>Virtual training platform architecture. We created a virtual space where roads and obstacles can be randomly generated. A virtual user in the RSA system walks into the virtual space and avoids obstacles. The agent can see the real-time video sent back by the camera on the virtual user and send instructions through the joystick to guide the virtual user. In this process, we used latency to simulate the time consumption of wireless transmission in the actual RSA system.</p>
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<p>A simulation and training platform for RSA. Using Unreal Engine, a simulated pedestrian street scene was constructed, featuring paths for going straight, turning left, turning right, and ascending and descending steps. The scene includes four types of obstacles: trash cans, telephone booths, road barriers, and pedestrians.</p>
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<p>We propose the concept of a safety distance for obstacles to train agents to guide users in a softer manner.</p>
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<p>Due to the transmission time of the live video and the time it takes for the user to process instructions, the user will continue to move forward after the agent issues a command. The user will not execute the instruction to avoid obstacles until they reach their real-time position.</p>
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<p>The RSA system architecture we designed involves the visually impaired individual wearing a helmet connected to a mobile phone. The mobile phone wirelessly transmits live video from the helmet’s camera to a remote agent. The agent, in turn, sends directional instructions by manipulating a joystick, which activates motors to produce vibrations in the helmet, guiding the visually impaired person in navigating their surroundings.</p>
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<p>Work scenarios of remote-sighted agents. (<b>A</b>) A remote-sighted agent undergoing training on our platform. (<b>B</b>) A remote-sighted agent offering assistance for VIPs through our RSA system.</p>
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<p>The average turning angle for each participant after receiving a turn instruction, with counterclockwise rotation denoted as positive and clockwise rotation as negative. The error bars represent a deviation of one standard deviation from the mean, and the dashed line indicates the scenario where the expected turning angle matches the actual turning angle.</p>
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<p>The distribution for each turn-related instruction. It shows that participants’ actual turning angles are generally larger than the preset values. Each violin plot, with the area enclosed by black edges representing the corresponding box plot, provides detailed information on the median with the thick black band inside each box. The bottom and top of the box identify the first and third quartiles, respectively. The colored area of the violin plots corresponds to the probability density of the data.</p>
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<p>Execution results of tactile feedback instructions. (<b>A</b>) The turning angle of each participant changes over time, with the average value calculated for all data points for each instruction per participant. (<b>B</b>) The average change in turning angle over time for participants, with the average taken across all participants for each type of instruction. We can see that the turning angles of visually impaired individuals tend to be larger than the preset values after receiving the tactile turn instructions.</p>
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<p>Track scenario test. (<b>A</b>) In the absence of visual cues indicating the real-time position of the user, an agent guides the user to walk along a track that is 1.2 m wide and 20 m long. The YOLOv8 network is used to obtain visualized trajectory maps. (<b>B</b>) In Unreal Engine, the real-time position of the user is marked, allowing the agent to guide the user along a track scaled the same as the one in scenario A. From this setup, the visualized trajectory map is shown. In scenario A, the average distance that all subjects went beyond the track boundary accounted for 20.62% of the total distance. In scenario B, the average distance that users went beyond the track boundary accounted for 7.98% of the total distance. This indicates that marking the user’s real position in the video stream can potentially improve the performance of agents in guiding users.</p>
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<p>The experimental site’s floor plan, a path with a width of 2.5 m and a total length of 15 m. The yellow dashed line indicates an ideal path that does not come into contact with any obstacles or walls.</p>
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<p>During the actual experimental process, a blindfolded user wearing a helmet equipped with a camera and vibration motors. The camera captures real-time video that is transmitted to the agent via a smartphone. The encoded vibrations from the helmet’s motors provide tactile feedback to the user.</p>
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<p>The statistics for the average time and average number of contacts when agents guided users through the path, as shown in <a href="#sensors-24-07773-f011" class="html-fig">Figure 11</a>A, demonstrate that agents who underwent direct training achieved a significant reduction in both the time taken to complete the process and the number of user–environment contacts, compared to untrained agents (reducing by 32.09% and 57.57%, respectively). This indicates that our platform indeed has a good training effect (*** <span class="html-italic">p</span> &lt; 5× 10<sup>−3</sup>, **** <span class="html-italic">p</span> &lt; 5× 10<sup>−4</sup>).</p>
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21 pages, 4069 KiB  
Review
Circulating MicroRNAs in Idiopathic Pulmonary Fibrosis: A Narrative Review
by Marisa Denisse Colin Waldo, Xochipilzihuitl Quintero-Millán, Maria Cristina Negrete-García, Víctor Ruiz, Bettina Sommer, Dámaris P. Romero-Rodríguez and Eduardo Montes-Martínez
Curr. Issues Mol. Biol. 2024, 46(12), 13746-13766; https://doi.org/10.3390/cimb46120821 - 4 Dec 2024
Viewed by 466
Abstract
Idiopathic pulmonary fibrosis (IPF) is a chronic, deathly disease with no recognized effective cure as yet. Furthermore, its diagnosis and differentiation from other diffuse interstitial diseases remain a challenge. Circulating miRNAs have been measured in IPF and have proven to be an adequate [...] Read more.
Idiopathic pulmonary fibrosis (IPF) is a chronic, deathly disease with no recognized effective cure as yet. Furthermore, its diagnosis and differentiation from other diffuse interstitial diseases remain a challenge. Circulating miRNAs have been measured in IPF and have proven to be an adequate option as biomarkers for this disease. These miRNAs, released into the circulation outside the cell through exosomes and proteins, play a crucial role in the pathogenic pathways and mechanisms involved in IPF development. This review focuses on the serum/plasma miRNAs reported in IPF that have been validated by real-time PCR and the published evidence regarding the fibrotic process. First, we describe the mechanisms by which miRNAs travel through the circulation (contained in exosomes and bound to proteins), as well as the mechanism by which miRNAs perform their function within the cell. Subsequently, we summarize the evidence concerning miRNAs reported in serum/plasma, where we find contradictory functions in some miRNAs (dual functions in IPF) when comparing the findings in vitro vs. in vivo. The most relevant finding, for instance, the levels of miRNAs let-7d and miR-21 reported in the serum/plasma in IPF, correspond to those found in studies in lung fibroblasts and the murine bleomycin model, reinforcing the usefulness of these miRNAs as future biomarkers in IPF. Full article
(This article belongs to the Special Issue Exosomes in Tissue Regeneration and Disease Therapy)
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<p>The miRNAs reported in the serum/plasma of patients with IPF are summarized in the figure above and include miRNAs with real-time PCR validation.</p>
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<p>Figure illustrating IPF’s developmental stages. (<b>A</b>) Normal alveolar epithelium composed of alveolar epithelial cells type 1 (AECs 1) and alveolar epithelial cells type 2 (AECs 2). (<b>B</b>) Lung with genetic susceptibility and aging-related changes. (<b>C</b>) Recurrent micro injuries over time promote AEC apoptosis and (<b>D</b>) aberrant activation of AECs 2, producing profibrotic mediators. (<b>E</b>) These profibrotic molecules induce fibroblast migration and proliferation and myofibroblast differentiation, which produce exaggerated amounts of ECM proteins that contribute to lung remodeling.</p>
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<p>Figure depicting the miRNA biogenesis pathway. (1) The miRNA gene is transcribed through RNA polymerase II/III; this transcript is named pri-miRNA. (2) The pri-miRNA is matured by the protein complex formed by Drosha/DGCR8, producing a pre-miRNA. (3) The pre-miRNA is extruded from the nucleus via the nuclear pore complex exportin-5 to the cytoplasm. (4) The Dicer/TRBP complex processes the pre-miRNA. (5) The mature miRNA is directed to its target mRNA through the RNA-induced silencing complex (miRISC), formed by the miRNA and the AGO2 protein.</p>
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<p>(1) The biogenesis of exosomes begins with the endocytosis of biomolecules such as nucleic acids: DNA, RNA (miRNAs, mRNAs, other non-coding RNAs) and proteins. (2) forming the early-stage endosome (ESE). (3, 4) Formation of late endosome (LSE), (5) maturation of multivesicular bodies (MVBs), and formation of intraluminal vesicles (ILVs). (6) Fusion of ILVs with the plasma membrane and release of ILVs to the extracellular space as exosomes or (7) degradation by fusion with lysosomes or autophagosomes.</p>
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<p>Schematic representation of the exosome release mechanisms. (1) Exosomes are released into the extracellular space and might deliver their contents such as DNA, RNAs (miRNAs, mRNAs, non-coding RNAs) and proteins to the recipient cell through (2) endocytosis, (3) membrane fusion between the exosome and the recipient cell, and (4) receptor–ligand interaction. (5 and 6) The miRNAs released from the exosome will continue in the miRNA pathway, binding to the AGO2 protein (miRISC), where the miRNA will be directed to the target mRNA.</p>
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<p>(<b>A</b>) Figure representing an IPF alveolus, where there is excessive fibroblast proliferation and exaggerated accumulation of ECM, EMT, and exosomes with their miRNAs. (<b>B</b>) Exosomes are incorporated into the cells in the profibrotic microenvironment (AECs and fibroblasts), resulting in an increase in molecular processes within the IPF, such as an increase apoptosis and EMT (AECs), and an increase in fibroblast proliferation, collagen synthesis, resistance to apoptosis and their differentiation into myofibroblasts (increase in α-smooth muscle actin).</p>
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<p>Four miRNAs have been found to be decreased in the serum of patients with IPF and to share target messenger RNAs that play an important role in IPF.</p>
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19 pages, 7892 KiB  
Article
Development and Evaluation of an Affordable Variable Rate Applicator Controller for Precision Agriculture
by Ahmed Abdalla and Ali Mirzakhani Nafchi
AgriEngineering 2024, 6(4), 4639-4657; https://doi.org/10.3390/agriengineering6040265 - 3 Dec 2024
Viewed by 547
Abstract
Considerable variation in soil often occurs within and across production fields, which can significantly impact farming input management strategies. Optimizing resource utilization while enhancing crop productivity is critical for achieving Sustainable Development Goals (SDGs). This paper proposes a low-cost retrofittable Variable Rate Applicator [...] Read more.
Considerable variation in soil often occurs within and across production fields, which can significantly impact farming input management strategies. Optimizing resource utilization while enhancing crop productivity is critical for achieving Sustainable Development Goals (SDGs). This paper proposes a low-cost retrofittable Variable Rate Applicator Controller (VRAC) designed to leverage soil variability and facilitate the adoption of Variable Rate Technologies. The controller operates using a Raspberry Pi platform, RTK—Global Navigation Satellite System (GNSS), a stepper motor, and an anti-slip wheel encoder. The VRAC allows precise, on-the-fly control of the Variable Rate application of farming inputs utilizing an accurate GNSS to pinpoint geographic coordinates in real time. A wheel encoder measures accurate distance travel, providing a real-time calculation of speed with a slip-resistant wheel design for precise RPM readings. The Raspberry Pi platform processes the data, enabling dynamic adjustments of variability based on predefined maps, while the motor driver controls the motor’s RPM. It is designed to be plug-and-play, user-friendly, and accessible for a broader range of farming practices, including seeding rates, dry fertilizer, and liquid fertilizer application. Data logging is performed from various field sensors. The controller exhibits an average of 0.864 s for rate changes from 267 to 45, 45 to 241, 241 to 128, 128 to 218, and 218 to 160 kg/ha at speeds of 8, 11, 16, 19, 24, and 32 km/h. It has an average coefficient of variation of 4.59, an accuracy of 97.17%, a root means square error (RMSE) of 4.57, an R square of 0.994, and an average standard deviation of 1.76 kg for seeding discharge. The cost-effectiveness and retrofitability of this technology offer an increase in precision agriculture adoption to a broader range of farmers and promote sustainable farming practices. Full article
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<p>Fertilizer cost with and without VRT for low and high soil variability.</p>
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<p>Planted acres vs. adoption rate of VRT.</p>
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<p>United States produced corn and consumed nitrogen fertilizer from 2003 to 2024.</p>
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<p>South Dakota produced corn and consumed nitrogen fertilizer from 2003 to 2024.</p>
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<p>Development of SDSU-VRAC: (<b>a</b>) represents the development and testing of the SDSU-VRAC, (<b>b</b>) the modification of the Gandy four-row unit, and (<b>c</b>) testing of the anti-slippage wheel.</p>
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<p>System block diagram.</p>
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<p>Components of the VRAC, (<b>a</b>) 12v power supply, (<b>b</b>) wheel encoder, (<b>c</b>) GNSS, (<b>d</b>) prescription map, (<b>e</b>) Raspberry Pi, (<b>f</b>) monitor, (<b>g</b>) motor drive, (<b>h</b>) stepper motor, and (<b>i</b>) feedback encoder.</p>
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<p>Mechatronic design methodology.</p>
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<p>Calibration chart of the SDSU-VRAC.</p>
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<p>Randomized experiment design plot planting prescription map.</p>
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<p>Time response evaluation map for different speeds and rates.</p>
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<p>Seeding discharge evaluation.</p>
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<p>Time response evaluation setup.</p>
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<p>Target seeding rate compared with SDSU-VRAC discharge rate.</p>
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<p>Interaction chart of target seeding rate vs. SDSU-VRAC discharge rate, coefficient of determination R<sup>2</sup> = 0.0994 across 8 treatments.</p>
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<p>Application rate compared with SDSU-VRAC error.</p>
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<p>(<b>a</b>,<b>b</b>): actual vs. target rate error (%) and controller performance evaluation (%).</p>
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<p>Time response.</p>
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<p>(<b>a</b>) Detailed description of the shift from the target rate (kg) for different speeds; (<b>b</b>) combined shift from the target rate (kg/ha) for different speeds.</p>
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<p>(<b>a</b>) Detailed description of the shift from the target rate (kg) for different speeds; (<b>b</b>) combined shift from the target rate (kg/ha) for different speeds.</p>
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17 pages, 4107 KiB  
Article
Longitudinal Monitoring of Electric Vehicle Travel Trends Using Connected Vehicle Data
by Jairaj Desai, Jijo K. Mathew, Nathaniel J. Sturdevant and Darcy M. Bullock
World Electr. Veh. J. 2024, 15(12), 560; https://doi.org/10.3390/wevj15120560 - 3 Dec 2024
Viewed by 417
Abstract
Historically, practitioners and researchers have used selected count station data and survey-based methods along with demand modeling to forecast vehicle miles traveled (VMT). While these methods may suffer from self-reporting bias or spatial and temporal constraints, the widely available connected vehicle (CV) data [...] Read more.
Historically, practitioners and researchers have used selected count station data and survey-based methods along with demand modeling to forecast vehicle miles traveled (VMT). While these methods may suffer from self-reporting bias or spatial and temporal constraints, the widely available connected vehicle (CV) data at 3 s fidelity, independent of any fixed sensor constraints, present a unique opportunity to complement traditional VMT estimation processes with real-world data in near real-time. This study developed scalable methodologies and analyzed 238 billion records representing 16 months of connected vehicle data from January 2022 through April 2023 for Indiana, classified as internal combustion engine (ICE), hybrid (HVs) or electric vehicles (EVs). Year-over-year comparisons showed a significant increase in EVMT (+156%) with minor growth in ICEVMT (+2%). A route-level analysis enables stakeholders to evaluate the impact of their charging infrastructure investments at the federal, state, and even local level, unbound by jurisdictional constraints. Mean and median EV trip lengths on the six longest interstate corridors showed a 7.1 and 11.5 mile increase, respectively, from April 2022 to April 2023. Although the current CV dataset does not randomly sample the full fleet of ICE, HVs, and EVs, the methodologies and visuals in this study present a framework for future evaluations of the return on charging infrastructure investments on a regular basis using real-world data from electric vehicles traversing U.S. roads. This study presents novel contributions in utilizing CV data to compute performance measures such as VMT and trip lengths by vehicle type—EV, HV, or ICE, unattainable using traditional data collection practices that cannot differentiate among vehicle types due to inherent limitations. We believe the analysis presented in this paper can serve as a framework to support dialogue between agencies and automotive Original Equipment Manufacturers in developing an unbiased framework for deriving anonymized performance measures for agencies to make informed data-driven infrastructure investment decisions to equitably serve ICE, HV, and EV users. Full article
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<p>Study location.</p>
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<p>Statewide vehicle miles traveled by vehicle type (April 2022 and April 2023).</p>
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<p>Monthly change in interstate VMT by vehicle type. (<b>a</b>) Monthly Indiana interstate EVMT. (<b>b</b>) Monthly Indiana interstate ICEVMT.</p>
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<p>Monthly change in Interstate VMT by vehicle type and route. (<b>a</b>) Monthly Indiana interstate EVMT. (<b>b</b>) Monthly Indiana interstate ICEVMT.</p>
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<p>Interstate 65 trips categorized by distance traveled (April 2022, April 2023). (<b>a</b>) April 2022 I-65 EV trips. (<b>b</b>) April 2023 I-65 EV trips.</p>
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<p>Interstate 65 Trips categorized by distance traveled (April 2022, April 2023) (100% distribution). (<b>a</b>) April 2022 I-65 EV trips. (<b>b</b>) April 2023 I-65 EV Trips.</p>
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<p>Potential long-term approach for CV data use by public-sector agencies in conjunction with private-sector partners.</p>
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13 pages, 2119 KiB  
Article
Mapping Variable Wildfire Source Areas Through Inverse Modeling
by Stephen W. Taylor, Nicholas Walsworth and Kerry Anderson
Fire 2024, 7(12), 454; https://doi.org/10.3390/fire7120454 - 3 Dec 2024
Viewed by 476
Abstract
Global climate change is leading to increased wildfire activity in many parts of the world, and with increasing development, a heightened threat to communities in the wildland urban interface. Evaluating the potential for fire to affect communities and critical infrastructure is essential for [...] Read more.
Global climate change is leading to increased wildfire activity in many parts of the world, and with increasing development, a heightened threat to communities in the wildland urban interface. Evaluating the potential for fire to affect communities and critical infrastructure is essential for effective response decision-making and resource prioritization, including evacuation planning, with changing weather conditions during the fire season. Using a receptor–pathway–source assessment framework, we estimate the potential source area from which a wildfire could spread to a community in British Columbia by projecting fire growth outward from the community’s perimeter. The outer perimeter of the source area is effectively an evacuation trigger line for the forecast period. The novel aspects of our method are inverting fire growth in both space and time by reversing the wind direction, the time course of hourly weather, and slope and aspect inputs to a time-evolving fire growth simulation model Prometheus. We also ran a forward simulation from the perimeter of a large fire that was threatening the community to the community edge and back. In addition, we conducted a series of experiments to examine the influence of varying environmental conditions and ignition patterns on the invertibility of fire growth simulations. These cases demonstrate that time-evolving fire growth simulations can be inverted for practical purposes, although caution is needed when interpreting results in areas with extensive non-fuel cover or complex community perimeters. The advantages of this method over conventional simulation from a fire source are that it can be used for pre-attack planning before fire arrival, and following fire arrival, it does not require having an up-to-the-minute map of the fire location. The advantage over the use of minimum travel time methods for inverse modeling is that it allows for changing weather during the forecast period. This procedure provides a practical tool to inform real-time wildfire response decisions around communities, including resource allocation and evacuation planning, that could be implemented with several time-evolving fire growth models. Full article
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<p>Hourly values of ISI, FFMC, and wind speed and direction used in the variable source area mapping example for 96 h (9–12 August 2018) in reverse order of time.</p>
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<p>Inverse fire growth simulation scenarios (see <a href="#fire-07-00454-t001" class="html-table">Table 1</a> for details). (<b>A</b>) Uniform wind, fuels, and topography (level). Polygon ignition. (<b>B</b>) Changing wind direction (uniform speed). Uniform fuels, and no topography. Polygon ignition. (<b>C</b>) Variable topography. Uniform wind direction and fuels. Polygon ignition. (<b>D</b>) Varying fuels. Uniform wind and topography. Polygon ignition. (<b>E</b>) Varying fuels (see legend) and topography. Uniform wind. Polygon ignition. (<b>F</b>) Fuel-free barriers in uniform fuels; uniform wind direction and topography. Single forward polygon ignition, and two polygon ignitions on return that merge. (<b>G</b>) Staggered polygon ignitions merge, changing wind, and uniform fuels and topography. (<b>H</b>) Complex ignition from multiple ignition polygons merging, and concave on return. Shifting wind direction, and uniform fuels and topography.</p>
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<p>The estimated potential wildfire source area surrounding Ft. St. James, British Columbia (red line) for 4 days (9–12 August 2018). Inset: location within BC. The final extent of the Shovel Lake fire is in dark grey.</p>
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<p>(<b>a</b>) Projected forward spread of the Shovel Lake Fire (grey polygon) from the pink perimeter easterly to the edge of the community (yellow line) and (<b>b</b>) backwards for the same time period from the community edge (magenta line) to reach the fire (orange line). Fires were ignited in sections along the (<b>a</b>) pink and (<b>b</b>) magenta lines. The white lines demarcate the contribution of the different sectors to overall fire growth as well as unburned areas.</p>
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18 pages, 2499 KiB  
Article
Intelligent Path Planning for UAV Patrolling in Dynamic Environments Based on the Transformer Architecture
by Ching-Hao Yu, Jichiang Tsai and Yuan-Tsun Chang
Electronics 2024, 13(23), 4716; https://doi.org/10.3390/electronics13234716 - 28 Nov 2024
Viewed by 501
Abstract
Due to its NP-Hard property, the Travelling Salesman Problem (TSP) has long been a prominent research topic in path planning. The goal is to design the algorithm with the fastest execution speed in order to find the path with the lowest travelling cost. [...] Read more.
Due to its NP-Hard property, the Travelling Salesman Problem (TSP) has long been a prominent research topic in path planning. The goal is to design the algorithm with the fastest execution speed in order to find the path with the lowest travelling cost. In particular, new generative AI technology is continually emerging. The question of how to exploit algorithms from this realm to perform TSP path planning, especially in dynamic environments, is an important and interesting problem. The TSP application scenario investigated by this paper is that of an Unmanned Aerial Vehicle (UAV) that needs to patrol all specific ship-targets on the sea surface before returning to its origin. Hence, during the flight, we must consider real-time changes in wind velocity and direction, as well as the dynamic addition or removal of ship targets due to mission requirements. Specifically, we implement a Deep Reinforcement Learning (DRL) model based on the Transformer architecture, which is widely used in Generative AI, to solve the TSP path-planning problem in dynamic environments. Finally, we conduct numerous simulation experiments to compare the performance of our DRL model and the traditional heuristic algorithm, the Simulated Annealing (SA) method, in terms of operation time and path distance in solving the ordinary TSP, to verify the advantages of our model. Notably, traditional heuristic algorithms cannot be applied to dynamic environments, in which wind velocity and direction can change at any time. Full article
(This article belongs to the Special Issue Parallel, Distributed, Edge Computing in UAV Communication)
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<p>The Transformer model architecture diagram.</p>
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<p>Inference process of the transformer model in static environment.</p>
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<p>Inference process of the transformer model in dynamic environment.</p>
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<p>Hybrid training flow chart.</p>
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<p>Dynamic nodes removal with varying numbers of nodes: (<b>a</b>) TSP 10, (<b>b</b>) TSP 20, and (<b>c</b>) TSP 50.</p>
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<p>Node addition process.</p>
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<p>Dynamic node addition and removal with different node counts: (<b>a</b>) TSP 10, (<b>b</b>) TSP 20, and (<b>c</b>) TSP 50.</p>
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