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11 pages, 252 KiB  
Article
Correlates of Exercise Behavior Based on Socio-Ecological Theoretical Model among Chinese Urban Adults: An Empirical Study
by Yong Zhang, Ya-Jun Zhang, Yongdong Qian, Zhaofeng Meng and Xiaofang Ying
Behav. Sci. 2024, 14(9), 831; https://doi.org/10.3390/bs14090831 (registering DOI) - 17 Sep 2024
Abstract
Background: Identifying the correlates of exercise behavior is essential to combating physical inactivity as a public health concern. The purpose of this study is to identify the correlates of physical activity among urban Chinese adults under the social-ecological theoretical model in order to [...] Read more.
Background: Identifying the correlates of exercise behavior is essential to combating physical inactivity as a public health concern. The purpose of this study is to identify the correlates of physical activity among urban Chinese adults under the social-ecological theoretical model in order to facilitate targeted interventions to promote physical activity. Methods: Using the socio-ecological model, we conducted a questionnaire survey among 1459 urban residents in Zhejiang and Shaanxi provinces of China, collecting data on individual demographic factors, sociological factors, environmental perception, and exercise behavior. Binary logistic regression models were employed to analyze the relationships between exercise behavior and socio-ecological factors. Results: Male gender (p < 0.01), advanced age (p < 0.001), higher education level (p < 0.05), living independently from parents (p < 0.05), absence of childcare responsibilities (p < 0.01), residence in a county/prefecture-level city (p < 0.001), favorable neighborhood esthetics (p < 0.001), available greenways/parks (p < 0.001), and family support for exercise participation (p < 0.05) were significantly correlated with an increased likelihood of participating in physical activity. Male gender (p < 0.001), advanced age (p < 0.001), absence of childcare responsibilities (p < 0.05), good neighborhood vegetation (p < 0.01), availability of free neighborhood exercise facilities (p < 0.05), and support from friends for exercise participation (p < 0.01) were significantly correlated with an increased likelihood of engaging in physical activity for more than 150 min per week. BMI, community air quality, traffic safety, public safety, and level of social development were not major correlates. Conclusions: To promote exercise behavior, more attention should be paid to individuals who are female, young, have lower levels of education, bear childcare responsibilities, or reside in provincial capitals in China. Improving the habitat environment and providing convenient and affordable facilities should also be considered. Furthermore, support from family and friends can positively reinforce exercise behavior. Full article
(This article belongs to the Special Issue Physical Activity and Health: Social Psychology Perspective)
17 pages, 1684 KiB  
Article
Robust Optimization Study of Cyber–Physical Power System Considering Wind Power Uncertainty and Coupled Relationship
by Jiuling Dong, Zilong Song, Yuanshuo Zheng, Jingtang Luo, Min Zhang, Xiaolong Yang and Hongbing Ma
Entropy 2024, 26(9), 795; https://doi.org/10.3390/e26090795 (registering DOI) - 17 Sep 2024
Abstract
To mitigate the impact of wind power uncertainty and power–communication coupling on the robustness of a new power system, a bi-level mixed-integer robust optimization strategy is proposed. Firstly, a coupled network model is constructed based on complex network theory, taking into account the [...] Read more.
To mitigate the impact of wind power uncertainty and power–communication coupling on the robustness of a new power system, a bi-level mixed-integer robust optimization strategy is proposed. Firstly, a coupled network model is constructed based on complex network theory, taking into account the coupled relationship of energy supply and control dependencies between the power and communication networks. Next, a bi-level mixed-integer robust optimization model is developed to improve power system resilience, incorporating constraints related to the coupling strength, electrical characteristics, and traffic characteristics of the information network. The upper-level model seeks to minimize load shedding by optimizing DC power flow using fuzzy chance constraints, thereby reducing the risk of power imbalances caused by random fluctuations in wind power generation. Furthermore, the deterministic power balance constraints are relaxed into inequality constraints that account for wind power forecasting errors through fuzzy variables. The lower-level model focuses on minimizing traffic load shedding by establishing a topology–function-constrained information network traffic model based on the maximum flow principle in graph theory, thereby improving the efficiency of network flow transmission. Finally, a modified IEEE 39-bus test system with intermittent wind power is used as a case study. Random attack simulations demonstrate that, under the highest link failure rate and wind power penetration, Model 2 outperforms Model 1 by reducing the load loss ratio by 23.6% and improving the node survival ratio by 5.3%. Full article
(This article belongs to the Special Issue Robustness and Resilience of Complex Networks)
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<p>Topological structure of interdependent power–communication networks.</p>
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<p>Diagram of modified IEEE 39-bus system.</p>
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<p>Node survival ratio and load loss ratio of different models under IEEE 39-bus system. (<b>a</b>) Node survival ratio under different models. (<b>b</b>) Load loss ratio under different models.</p>
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<p>Node survival ratio and load loss ratio of different models under IEEE 118-bus system. (<b>a</b>) Node survival ratio under different models. (<b>b</b>) Load loss ratio under different models.</p>
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17 pages, 2678 KiB  
Article
Mechanism of Carbon Monoxide (CO) Generation and Potential Human Health Hazard during Mechanized Tunnel Driving in Organic-Rich Rocks: Field and Laboratory Study
by Andre Baldermann, Ronny Boch, Volker Reinprecht and Claudia Baldermann
Sustainability 2024, 16(18), 8107; https://doi.org/10.3390/su16188107 (registering DOI) - 17 Sep 2024
Abstract
The monitoring of carbon emissions is increasingly becoming a sustainability issue worldwide. Despite being largely unnoticed, the toxic gas carbon monoxide (CO) is ubiquitous in mechanized tunnel driving, but the individual sources, release and enrichment mechanisms are often unknown. In this study, the [...] Read more.
The monitoring of carbon emissions is increasingly becoming a sustainability issue worldwide. Despite being largely unnoticed, the toxic gas carbon monoxide (CO) is ubiquitous in mechanized tunnel driving, but the individual sources, release and enrichment mechanisms are often unknown. In this study, the generation of CO from organic matter containing sedimentary rocks was investigated during mechanized tunnel driving and by reacting claystone and sandstone with 10 mM NaCl solutions for 2 months at 70 °C and 140 °C. The mineralogical and geochemical evolution of the solids and fluids was assessed by CO measurements and the XRD, DTA, TOC, IC and ICP-OES methods. The CO concentration in the atmosphere reached up to 1920 ppm (100 ppm on average) during tunnel driving, which is more than three times higher than the legal daily average dose for tunnellers, thus requiring occupational safety operations. Mineral-specific dissolution processes and the rapid decomposition of labile organic matter upon thermal alteration contributed to the liberation of CO and also carbon dioxide (CO2) from the host rocks. In mechanized tunnel driving, frictional heat and ‘cold’ combustion with temperatures reaching 50–70 °C at the drill head is an important mechanism for increased CO and CO2 generation, especially during drilling in sedimentary rocks containing significant amounts of OM and when the ventilation of the tunnel atmosphere and air mixing are limited. Under such conditions, human health damage due to CO exposure (HHDCO) can be 30 times higher compared to tunnel outlets, where CO is emitted from traffic. Full article
(This article belongs to the Section Environmental Sustainability and Applications)
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<p>(<b>a</b>) Overview of the study site showing the railway tunnel under construction (red line) between the cities of Graz and Klagenfurt (Austria). (<b>b</b>) Low to slightly consolidated and fragile conglomerate–sandstone–claystone alternations rich in organic matter (from left to right). (<b>c</b>) Cross-section through the mountain range Koralpe showing the locations of major fault systems at the contact between Paleozoic-aged metamorphic/crystalline and Neogene-aged sedimentary rocks [<a href="#B50-sustainability-16-08107" class="html-bibr">50</a>].</p>
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<p>Tunneling modes of a conventional TBM with the active working face being located on the left side. (<b>a</b>) Open (atmospheric) mode; (<b>b</b>) semi-open (earthy) mode; (<b>c</b>) closed (earthy) mode [<a href="#B52-sustainability-16-08107" class="html-bibr">52</a>].</p>
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<p>Semi-logarithmic plot of the CO concentration in the air measured over a tunnel section of ~5000 m within Austria’s longest railway tunnel (Neogene sedimentary units). A maximum concentration of 1923 ppm of CO (average: 96 ppm) was measured during mechanized tunnel driving. The yellow line represents the legal daily average value (DAV: 30 ppm) and the red line denotes the legal short-term average value (STAV: 60 ppm) of CO to which tunnellers are allowed to be exposed.</p>
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<p>FTIR spectra of the sandstones obtained in the original state (green curve) and after thermal treatment in 10 mM NaCl solution at 70 °C (blue curve) and 140 °C (red curve) for 2 months (i.e., used to ensure the high conversion of OM). (<b>a</b>) Hydroxyl stretching region; (<b>b</b>) lattice vibration region. Note the decreasing intensity in the 3000–2500 cm<sup>–1</sup> range, which is due to the progressive decomposition of OM.</p>
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<p>TG-DSC curves of the investigated organic-rich rocks with the FTIR spectra of the released volatiles. (<b>a</b>) TG-DSC curves of claystone; (<b>b</b>) TG-DSC curves of sandstone; (<b>c</b>) FTIR spectrum of claystone at 70 °C; (<b>d</b>) FTIR spectrum of sandstone at 70 °C. All FTIR data reveal CO<sub>2</sub>, CO and H<sub>2</sub>O in the gas phase.</p>
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21 pages, 2548 KiB  
Article
ABNet: AI-Empowered Abnormal Action Recognition Method for Laboratory Mouse Behavior
by Yuming Chen, Chaopeng Guo, Yue Han, Shuang Hao and Jie Song
Bioengineering 2024, 11(9), 930; https://doi.org/10.3390/bioengineering11090930 (registering DOI) - 17 Sep 2024
Abstract
The automatic recognition and quantitative analysis of abnormal behavior in mice play a crucial role in behavioral observation experiments in neuroscience, pharmacology, and toxicology. Due to the challenging definition of abnormal behavior and difficulty in collecting training samples, directly applying behavior recognition methods [...] Read more.
The automatic recognition and quantitative analysis of abnormal behavior in mice play a crucial role in behavioral observation experiments in neuroscience, pharmacology, and toxicology. Due to the challenging definition of abnormal behavior and difficulty in collecting training samples, directly applying behavior recognition methods to identify abnormal behavior is often infeasible. This paper proposes ABNet, an AI-empowered abnormal action recognition approach for mice. ABNet utilizes an enhanced Spatio-Temporal Graph Convolutional Network (ST-GCN) as an encoder; ST-GCN combines graph convolution and temporal convolution to efficiently capture and analyze spatio-temporal dynamic features in graph-structured data, making it suitable for complex tasks such as action recognition and traffic prediction. ABNet trains the encoding network with normal behavior samples, then employs unsupervised clustering to identify abnormal behavior in mice. Compared to the original ST-GCN network, the method significantly enhances the capabilities of feature extraction and encoding. We conduct comprehensive experiments on the Kinetics-Skeleton dataset and the mouse behavior dataset to evaluate and validate the performance of ABNet in behavior recognition and abnormal motion detection. In the behavior recognition experiments conducted on the Kinetics-Skeleton dataset, ABNet achieves an accuracy of 32.7% for the top one and 55.2% for the top five. Moreover, in the abnormal behavior analysis experiments conducted on the mouse behavior dataset, ABNet achieves an average accuracy of 83.1%. Full article
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<p>ABNet overall process.</p>
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<p>Skeleton points of a mouse.</p>
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<p>Comparison of keypoint detection between DeepLabCut and YOLOv9. The first line is the detection results of the DeepLabCut pose estimation algorithm, and the second line is the detection results of the YOLOv9 object detection algorithm.</p>
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<p>Overview of the DeepLabCut network architecture.</p>
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<p>ST-GCN network structure.</p>
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<p>Diagram of GCN principles.</p>
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<p>Diagram of TCN principles.</p>
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<p>Overview of the SE module structure.</p>
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<p>Overview of the improved ST-GCN network.</p>
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<p>Overview of multi-branch TCN.</p>
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<p>Visualization of clustered feature information, with black outliers identified as abnormal behavior. The red dots represent movement, the blue dots represent turning, the yellow dots represent standing, the gray dots represent head turning, and the black dots represent abnormal behavior.</p>
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20 pages, 3794 KiB  
Article
Travel Time Variability in Urban Mobility: Exploring Transportation System Reliability Performance Using Ridesharing Data
by Yuxin Sun and Ying Chen
Sustainability 2024, 16(18), 8103; https://doi.org/10.3390/su16188103 (registering DOI) - 17 Sep 2024
Viewed by 99
Abstract
Travel time variability (TTV) is a crucial indicator of transportation network performance, assessing travel time reliability and delays. This study investigates TTV metrics within the context of shared mobility using probe data from transportation network companies (TNCs) in Chicago, Los Angeles, and Dallas–Fort [...] Read more.
Travel time variability (TTV) is a crucial indicator of transportation network performance, assessing travel time reliability and delays. This study investigates TTV metrics within the context of shared mobility using probe data from transportation network companies (TNCs) in Chicago, Los Angeles, and Dallas–Fort Worth. Eight reliability metrics are analyzed and compared for each origin–destination (OD) pair in the network, including standard deviation (SD), the Planning Time Index (PTI), the Travel Time Index (TTI), the Buffer Index (BI), On-time Measures PR (alpha), and the Misery Index (MI), to evaluate their effectiveness in clustering OD pairs using K-means clustering. The findings confirm that SD, PTI, and MI are particularly effective in measuring travel time reliability and clustering within urban systems. This study identifies the most unbalanced supply–demand OD pairs/regions in each city, noting that low/medium-SD clusters around metropolitan airports indicate stable travel times even in high-demand zones, while high-SD clusters in downtown areas reveal significant traffic demands and unreliability. These patterns become more pronounced in study areas with multiple city centers. This study highlights the need for targeted strategies to enhance travel time reliability, particularly in regions like Dallas–Fort Worth, where public transportation alternatives are limited. Full article
(This article belongs to the Section Sustainable Transportation)
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<p>Pairwise correlation matrix plot between SD, TTI, PTI, PR10, PR25, MI, and MI_mod of three metropolitan areas: (<b>a</b>) Chicago; (<b>b</b>) DFW; (<b>c</b>) LA. Note: *** <span class="html-italic">p</span> &lt; 0.001 indicate levels of statistical significance.</p>
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<p>Scatter plot or geo/travel-distance regression result of three metropolitan areas.</p>
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<p>(<b>a</b>) Distribution of travel time-related variables in DFW: (<b>I,IV</b>) travel time duration difference (second) and excess rate (m/s); (<b>II,V</b>) travel speed (m/s) and free-flow travel speed (m/s); (<b>III,VI</b>) travel rate (s/m) and free-flow travel rate (s/m). (<b>b</b>) Distribution of travel time-related variables in Chicago: (<b>I,II</b>) travel rate (s/m) and free-flow travel rate (s/m). (<b>c</b>) Distribution of travel time-related variables in LA: (<b>I,II</b>) travel rate (s/m) and free-flow travel rate (s/m).</p>
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<p>The elbow method for FFTR of three metropolitan areas for clustering.</p>
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<p>Density plot of travel distance distribution for each FFTR group of three metropolitan areas.</p>
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<p>Average trip distance and travel time of OD pairs of Chicago, as calculated using SD, PTI, and MI.</p>
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<p>Average trip distance and travel time of OD pairs of DFW, as calculated using SD, PTI, and MI. From left to right, low (green), medium (yellow), high (red) clusters.</p>
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<p>Average trip distance and travel time of OD pairs of LA, as calculated using SD, PTI, and MI. From left to right, low (green), medium (yellow), high (red) clusters.</p>
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<p>Spatial distribution of all SD clusters, low-SD (green), medium-SD (yellow), high-SD (red) by OD pairs of (<b>a</b>) Chicago, (<b>b</b>) DFW, and (<b>c</b>) LA.</p>
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21 pages, 13066 KiB  
Article
The Influence of Morphological Elements of Urban Gated Communities on Road Network Connectivity: A Study of 120 Samples of the Central Districts of Jinan, China
by Xinxin Hao, Jilong Zhao, Qingtan Deng, Siyu Wang, Canyi Che and Yuxiang Chen
Sustainability 2024, 16(18), 8095; https://doi.org/10.3390/su16188095 (registering DOI) - 16 Sep 2024
Viewed by 211
Abstract
Currently, the dominant gated communities (GCs) in Chinese cities have fragmented the urban road network, causing traffic congestion, energy consumption, carbon emissions, and environmental pollution. The morphological elements of GCs are key factors affecting road network connectivity. This paper aimed to explore the [...] Read more.
Currently, the dominant gated communities (GCs) in Chinese cities have fragmented the urban road network, causing traffic congestion, energy consumption, carbon emissions, and environmental pollution. The morphological elements of GCs are key factors affecting road network connectivity. This paper aimed to explore the influence of the morphological elements of GCs on road network connectivity, to provide a quantitative basis for the evaluation and renovation of the connectivity of GCs, and to provide insights for urban planning and policy. This paper quantitatively analyzed the connectivity of GCs using 120 samples from the central districts of Jinan, China. Morphological elements were the independent variables, while route directness (RD) and the network distance (D) to the nearest entrance were the dependent variables. RD measured the internal connectivity, and D measured the connectivity between the internal and external road networks of GCs. GIS was used to measure RD and D, and SPSS was used to conduct a correlation analysis to identify significant variables. Multiple linear regression and LASSO regression were used to test the influence of these factors on RD and D. LASSO regression was employed to construct prediction models for RD and D. We found that intersection density had the greatest impact on RD, while the number of entrances and exits, and the scale of GCs, had the greatest impact on D. Using thresholds of D = 250 and RD = 1.3, the four types of GCs were classified and corresponding renovation measures were proposed. Full article
(This article belongs to the Collection Urban Street Networks and Sustainable Transportation)
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<p>The 120 gated communities in central districts of Jinan.</p>
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<p>Intersection form of the road network in a gated community.</p>
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<p>(<b>a</b>) Route directness; (<b>b</b>) shortest network distance to the nearest entrance.</p>
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<p>Flowchart of this work.</p>
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<p>Analysis of correlations between morphological elements and RD based on Pearson’s correlation coefficient.</p>
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<p>Analysis of correlations between morphological elements and D based on Pearson’s correlation coefficient.</p>
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<p>The cross-validation for the Lasso model of RD. (<b>a</b>) MSE dependence on lambda. (<b>b</b>) Coefficient path dependence on lambda.</p>
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<p>The cross-validation for the Lasso model of D. (<b>a</b>) MSE dependence on lambda. (<b>b</b>) Coefficient paths dependence on lambda.</p>
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23 pages, 1100 KiB  
Article
Research on Response Strategies for Inland Waterway Vessel Traffic Risk Based on Cost-Effect Trade-Offs
by Yanyi Chen, Ziyang Ye, Tao Wang, Baiyuan Tang, Chengpeng Wan, Hao Zhang and Yunpeng Li
J. Mar. Sci. Eng. 2024, 12(9), 1659; https://doi.org/10.3390/jmse12091659 - 16 Sep 2024
Viewed by 230
Abstract
Compared to maritime vessel traffic accidents, there is a scarcity of available, and only incomplete, accident data for inland waterway accidents. Additionally, the characteristics of different waterway segments vary significantly, and the factors affecting navigation safety risks and their mechanisms may also differ. [...] Read more.
Compared to maritime vessel traffic accidents, there is a scarcity of available, and only incomplete, accident data for inland waterway accidents. Additionally, the characteristics of different waterway segments vary significantly, and the factors affecting navigation safety risks and their mechanisms may also differ. Meanwhile, in recent years, extreme weather events have been frequent in inland waterways, and there has been a clear trend towards larger vessels, bringing about new safety hazards and management challenges. Currently, research on inland waterway navigation safety risks mainly focuses on risk assessment, with scarce quantitative studies on risk mitigation measures. This paper proposes a new method for improving inland waterway traffic safety, based on a cost-effectiveness trade-off approach to mitigate the risk of vessel traffic accidents. The method links the effectiveness and cost of measures and constructs a comprehensive cost-benefit evaluation model using fuzzy Bayesian and quantification conversion techniques, considering the reduction effects of risk mitigation measures under uncertain conditions and the various costs they may incur. Taking the upper, middle, and lower reaches of the Yangtze River as examples, this research evaluates key risk mitigation measures for different waterway segments and provides the most cost-effective strategies. Findings reveal that, even if different waterways share the same key risk sources, the most cost-effective measures vary due to environmental differences. Moreover, there is no inherent correlation between the best-performing measures in terms of benefits and the lowest-cost measures, nor are they necessarily recommended. The proposed method and case studies provide theoretical support for scientifically formulating risk mitigation measures in complex environments and offer guidance for inland waterway management departments to determine future key work directions. Full article
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<p>Method Framework.</p>
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<p>Risk Assessment of S6 in the Lower Reaches of the Yangtze River.</p>
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<p>Cost-Benefit Values of Risk Mitigation Strategies along the Yangtze River Upstream, Midstream, and Downstream.</p>
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19 pages, 12255 KiB  
Article
Zadoff–Chu Sequence Pilot for Time and Frequency Synchronization in UWA OFDM System
by Seunghwan Seol, Yongcheol Kim, Minho Kim and Jaehak Chung
Electronics 2024, 13(18), 3679; https://doi.org/10.3390/electronics13183679 - 16 Sep 2024
Viewed by 286
Abstract
In underwater communications for 6G, Doppler effects cause the coherent time to become similar to or shorter than the orthogonal frequency division multiplexing (OFDM) symbol length. Conventional time and frequency synchronization methods require additional training symbols for synchronization, which reduces the traffic data [...] Read more.
In underwater communications for 6G, Doppler effects cause the coherent time to become similar to or shorter than the orthogonal frequency division multiplexing (OFDM) symbol length. Conventional time and frequency synchronization methods require additional training symbols for synchronization, which reduces the traffic data rate. This paper proposes the Zadoff–Chu sequence (ZCS) pilot-based OFDM for time and frequency synchronization. The proposed method transmits ZCS as a pilot for OFDM symbols and simultaneously transmits traffic data to increase the traffic data rate while estimating the CFO at each coherence time. For time–frequency synchronization, the correlation of the ZCS pilot is used to perform coarse and fine time and frequency synchronization in two stages. Since the traffic data cause interference with the correlation of ZCS pilots, we theoretically analyzed the relationship between the amount of traffic data and interference and verified it through computer simulations. The synchronization and BER performance of the proposed ZCS pilot-based OFDM were evaluated by conduction computer simulations and a practical ocean experiment. Compared to the methods of Ren, Yang, and Avrashi, the proposed method demonstrated a 6.3% to 14.3% increase in traffic data rate with similar BER performance and a 2 dB to 3.8 dB SNR gain for a 14.3% to 23.8% decrease in traffic data rate. Full article
(This article belongs to the Special Issue 5G/B5G/6G Wireless Communication and Its Applications)
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<p>Structure of the UWA OFDM system.</p>
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<p>The underwater channel for the simulation: (<b>a</b>) channel delay profile, (<b>b</b>) sound speed profile.</p>
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<p>The structure of the data frame: (<b>a</b>) Ren’s method [<a href="#B15-electronics-13-03679" class="html-bibr">15</a>] and Yang’s method [<a href="#B12-electronics-13-03679" class="html-bibr">12</a>], (<b>b</b>) Avrashi’s method [<a href="#B29-electronics-13-03679" class="html-bibr">29</a>], and (<b>c</b>) proposed method.</p>
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<p>The OFDM symbol structure (<math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>2</mn> <mo>,</mo> <mo> </mo> <mo> </mo> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msub> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>): (<b>a</b>) Ren’s method [<a href="#B15-electronics-13-03679" class="html-bibr">15</a>] and Yang’s method [<a href="#B12-electronics-13-03679" class="html-bibr">12</a>], (<b>b</b>) Avrashi’s method [<a href="#B29-electronics-13-03679" class="html-bibr">29</a>], (<b>c</b>) proposed method (<math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>c</mi> </mrow> </msub> <mo>=</mo> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math>), (<b>d</b>) proposed method (<math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>c</mi> </mrow> </msub> <mo>=</mo> <mn>1</mn> <mo>/</mo> <mn>2</mn> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math>), and (<b>e</b>) proposed method (<math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>c</mi> </mrow> </msub> <mo>=</mo> <mn>1</mn> <mo>/</mo> <mn>3</mn> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math>).</p>
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<p>Normalized correlation ratio at SNR 0 dB. (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>3</mn> </mrow> </semantics></math>.</p>
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<p>The timing synchronization performance. (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>3</mn> </mrow> </semantics></math>.</p>
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<p>The MSE of CFO estimation according to the traffic data rate. (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>3</mn> </mrow> </semantics></math>.</p>
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<p>The MSE of CFO estimation according to <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msub> </mrow> </semantics></math>. (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>3</mn> </mrow> </semantics></math>.</p>
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<p>The BER result according to the traffic data rate. (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>N</mi> </mrow> <mrow> <mi>p</mi> <mi>s</mi> </mrow> </msub> <mo>=</mo> <mn>3</mn> </mrow> </semantics></math>.</p>
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<p>Location of the ocean experiment.</p>
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<p>Ocean experiment: (<b>a</b>) configuration, (<b>b</b>) measured SSP.</p>
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<p>Spectrogram of received signals. (<b>a</b>) Conventional method, (<b>b</b>) proposed method.</p>
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<p>Ocean experiment parameter. (<b>a</b>) Estimated SNR, (<b>b</b>) estimated maximum Doppler frequency.</p>
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26 pages, 37606 KiB  
Review
Nanomaterials for Modified Asphalt and Their Effects on Viscosity Characteristics: A Comprehensive Review
by Hualong Huang, Yongqiang Wang, Xuan Wu, Jiandong Zhang and Xiaohan Huang
Nanomaterials 2024, 14(18), 1503; https://doi.org/10.3390/nano14181503 - 16 Sep 2024
Viewed by 253
Abstract
The application of nanomaterials as modifiers in the field of asphalt is increasingly widespread, and this paper aims to systematically review research on the impact of nanomaterials on asphalt viscosity. The results find that nanomaterials tend to increase asphalt’s viscosity, enhancing its resistance [...] Read more.
The application of nanomaterials as modifiers in the field of asphalt is increasingly widespread, and this paper aims to systematically review research on the impact of nanomaterials on asphalt viscosity. The results find that nanomaterials tend to increase asphalt’s viscosity, enhancing its resistance to high-temperature rutting and low-temperature cracking. Zero-dimension nanomaterials firmly adhere to the asphalt surface, augmenting non-bonding interactions through van der Waals forces and engaging in chemical reactions to form a spatial network structure. One-dimensional nanomaterials interact with non-polar asphalt molecules, forming bonds between tube walls, thereby enhancing adhesion, stability, and resistance to cyclic loading. Meanwhile, these bundled materials act as reinforcement to transmit stress, preventing or delaying crack propagation. Two-dimensional nanomaterials, such as graphene and graphene oxide, participate in chemical interactions, forming hydrogen bonds and aromatic deposits with asphalt molecules, affecting asphalt’s surface roughness and aggregate movement, which exhibit strong adsorption capacity and increase the viscosity of asphalt. Polymers reduce thermal movement and compact asphalt structures, absorbing light components and promoting the formation of a cross-linked network, thus enhancing high-temperature deformation resistance. However, challenges such as poor compatibility and dispersion, high production costs, and environmental and health concerns currently hinder the widespread application of nanomaterial-modified asphalt. Consequently, addressing these issues through comprehensive economic and ecological evaluations is crucial before large-scale practical implementation. Full article
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<p>Classification of nano-modified materials.</p>
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<p>Shape and structure of NZ: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B6-nanomaterials-14-01503" class="html-bibr">6</a>,<a href="#B36-nanomaterials-14-01503" class="html-bibr">36</a>]. Copyrights 2023 and 2024 MDPI.</p>
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<p>Shape and structure of NS: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B41-nanomaterials-14-01503" class="html-bibr">41</a>,<a href="#B42-nanomaterials-14-01503" class="html-bibr">42</a>]. Copyrights 2024 MDPI and 2023 Elsevier.</p>
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<p>Shape and structure of NT: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B41-nanomaterials-14-01503" class="html-bibr">41</a>,<a href="#B48-nanomaterials-14-01503" class="html-bibr">48</a>]. Copyrights 2024 and 2023 MDPI.</p>
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<p>Shape and structure of NA: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B41-nanomaterials-14-01503" class="html-bibr">41</a>,<a href="#B51-nanomaterials-14-01503" class="html-bibr">51</a>]. Copyrights 2024 Elsevier and MDPI.</p>
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<p>Shape and structure of NCa: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Ref. [<a href="#B42-nanomaterials-14-01503" class="html-bibr">42</a>]. Copyright 2023 Elsevier.</p>
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<p>Shape and structure of NFe: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Ref. [<a href="#B57-nanomaterials-14-01503" class="html-bibr">57</a>]. Copyright 2017 Elsevier.</p>
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<p>Shape and structure of CNT: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Ref. [<a href="#B63-nanomaterials-14-01503" class="html-bibr">63</a>]. Copyright 2021 Elsevier.</p>
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<p>Schematic diagram of CNT distribution in asphalt. Adapted with permission from Ref. [<a href="#B64-nanomaterials-14-01503" class="html-bibr">64</a>]. Copyright 2020 Elsevier.</p>
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<p>Shape and structure of nanofibers: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B66-nanomaterials-14-01503" class="html-bibr">66</a>,<a href="#B67-nanomaterials-14-01503" class="html-bibr">67</a>]. Copyrights Springer Nature and 2021 Elsevier.</p>
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<p>Shape and structure of graphene: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B71-nanomaterials-14-01503" class="html-bibr">71</a>,<a href="#B72-nanomaterials-14-01503" class="html-bibr">72</a>]. Copyrights 2021 and 2022 Elsevier.</p>
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<p>Mechanism of graphene-modified asphalt: (<b>a</b>) interface π–π interaction; (<b>b</b>) filling and barrier structure. Adapted with permission from Refs. [<a href="#B77-nanomaterials-14-01503" class="html-bibr">77</a>,<a href="#B78-nanomaterials-14-01503" class="html-bibr">78</a>]. Copyrights 2021 and 2018 Elsevier.</p>
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<p>Shape and structure of GO: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B9-nanomaterials-14-01503" class="html-bibr">9</a>,<a href="#B83-nanomaterials-14-01503" class="html-bibr">83</a>]. Copyrights 2022 Hindawi and 2017 Springer.</p>
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<p>Mechanism of GO-modified asphalt: (<b>a</b>) adsorption; (<b>b</b>) hydrogen bonding interaction. Adapted with permission from Ref. [<a href="#B82-nanomaterials-14-01503" class="html-bibr">82</a>]. Copyright Elsevier.</p>
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<p>Shape and structure of NC: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Ref. [<a href="#B90-nanomaterials-14-01503" class="html-bibr">90</a>]. Copyrights 2023 MDPI.</p>
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<p>Shape and structure of SBS: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B94-nanomaterials-14-01503" class="html-bibr">94</a>,<a href="#B95-nanomaterials-14-01503" class="html-bibr">95</a>,<a href="#B96-nanomaterials-14-01503" class="html-bibr">96</a>]. Copyrights 2020 Elsevier, 2023 Walter de Gruyter, and 2021 John Wiley and Sons Inc.</p>
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<p>Shape and structure of SBR: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B95-nanomaterials-14-01503" class="html-bibr">95</a>,<a href="#B101-nanomaterials-14-01503" class="html-bibr">101</a>,<a href="#B102-nanomaterials-14-01503" class="html-bibr">102</a>]. Copyrights 2023 Walter de Gruyter and 2024 MDPI.</p>
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<p>Cross-linked network between SBR and asphalt molecules. Adapted with permission from Ref. [<a href="#B97-nanomaterials-14-01503" class="html-bibr">97</a>]. Copyrights 2024 Elsevier.</p>
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<p>Viscosity temperature curves of matrix asphalt and NT/NCa-modified asphalt. Adapted with permission from Ref. [<a href="#B103-nanomaterials-14-01503" class="html-bibr">103</a>]. Copyrights 2021 Hindawi.</p>
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<p>Physical moduli of asphalt and NZ/SBS/asphalt. Adapted with permission from Ref. [<a href="#B94-nanomaterials-14-01503" class="html-bibr">94</a>]. Copyrights 2020 Elsevier.</p>
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<p>Viscosity–temperature relationship curves of three types of asphalt. Adapted with permission from Ref. [<a href="#B111-nanomaterials-14-01503" class="html-bibr">111</a>]. Copyrights 2022 MDPI.</p>
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<p>Interface microstructure of GO/SBS-modified asphalt. Adapted with permission from Ref. [<a href="#B114-nanomaterials-14-01503" class="html-bibr">114</a>]. Copyrights 2023 Springer Nature.</p>
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<p>Viscosity of modified asphalt with different modifiers. Adapted with permission from Ref. [<a href="#B119-nanomaterials-14-01503" class="html-bibr">119</a>]. Copyrights 2018 Hindawi.</p>
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21 pages, 4376 KiB  
Article
Research on Active Trailer Steering Control Strategy of Tractor Semitrailer under Medium-/High-Speed Conditions
by Yuxi Tang, Yingfeng Cai, Ze Liu, Xiaoqiang Sun, Long Chen, Hai Wang and Zhaozhi Dong
Actuators 2024, 13(9), 360; https://doi.org/10.3390/act13090360 - 16 Sep 2024
Viewed by 193
Abstract
Abstract: The study proposes an active trailer steering control method for tractor semitrailers to promote the path tracking effect of the trailer portion as well as lateral stability during lane changing. Firstly, a simplified model of a tractor semitrailer is constructed, and the [...] Read more.
Abstract: The study proposes an active trailer steering control method for tractor semitrailers to promote the path tracking effect of the trailer portion as well as lateral stability during lane changing. Firstly, a simplified model of a tractor semitrailer is constructed, and the MAP map is formed based on the genetic algorithm for the identification of the key parameters, which improves the model’s accuracy. Then the tractor and trailer’s yaw rate and sideslip angle at CG are tracked as the control objective and the trailer angle distribution strategy is given. Then the LQR-based corner controller is designed to control the steering actuators of each axle of the trailer. Finally, the effectiveness of the designed control strategy is verified based on the Trucksim/Simulink joint simulation platform and the semi-physical HiL test platform. The simulation results show that the designed controller can effectively improve the path tracking effect of the tractor and the trailer, and at the same time, the lateral stability parameters of the tractor and the trailer are also significantly improved, which improves the driving stability of the tractor semitrailer. Full article
33 pages, 520 KiB  
Article
Imputing Missing Data in One-Shot Devices Using Unsupervised Learning Approach
by Hon Yiu So, Man Ho Ling and Narayanaswamy Balakrishnan
Mathematics 2024, 12(18), 2884; https://doi.org/10.3390/math12182884 - 15 Sep 2024
Viewed by 400
Abstract
One-shot devices are products that can only be used once. Typical one-shot devices include airbags, fire extinguishers, inflatable life vests, ammo, and handheld flares. Most of them are life-saving products and should be highly reliable in an emergency. Quality control of those productions [...] Read more.
One-shot devices are products that can only be used once. Typical one-shot devices include airbags, fire extinguishers, inflatable life vests, ammo, and handheld flares. Most of them are life-saving products and should be highly reliable in an emergency. Quality control of those productions and predicting their reliabilities over time is critically important. To assess the reliability of the products, manufacturers usually test them in controlled conditions rather than user conditions. We may rely on public datasets that reflect their reliability in actual use, but the datasets often come with missing observations. The experimenter may lose information on covariate readings due to human errors. Traditional missing-data-handling methods may not work well in handling one-shot device data as they only contain their survival statuses. In this research, we propose Multiple Imputation with Unsupervised Learning (MIUL) to impute the missing data using Hierarchical Clustering, k-prototype, and density-based spatial clustering of applications with noise (DBSCAN). Our simulation study shows that MIUL algorithms have superior performance. We also illustrate the method using datasets from the Crash Report Sampling System (CRSS) of the National Highway Traffic Safety Administration (NHTSA). Full article
(This article belongs to the Special Issue Statistical Simulation and Computation: 3rd Edition)
49 pages, 13985 KiB  
Article
Modeling of Applying Road Pricing to Airport Highway Using VISUM Software in Jordan
by Amani Abdallah Assolie, Rana Imam, Ibrahim Khliefat and Ala Alobeidyeen
Sustainability 2024, 16(18), 8079; https://doi.org/10.3390/su16188079 - 15 Sep 2024
Viewed by 486
Abstract
Road congestion in Amman City has been increasing yearly, due to the increase in private car ownership and traffic volumes. This study aims to (a) evaluate the toll road’s effects on society and the economy in Amman, Jordan, through a survey questionnaire using [...] Read more.
Road congestion in Amman City has been increasing yearly, due to the increase in private car ownership and traffic volumes. This study aims to (a) evaluate the toll road’s effects on society and the economy in Amman, Jordan, through a survey questionnaire using statistical software (SPSS), (b) assess the impact of the toll road on reducing congestion and delays using micro-simulation (VISUM), (c) identify the optimal toll price for a selected road using VISUM and (d) validate the simulated models with the optimal revenue. Traffic, geometric, and cost data about the toll technique of two sections on the Airport Highway (from the Ministry of Foreign Affairs to the Madaba Interchange; and from the Madaba Interchange to the Queen Alia International Airport (QAIA) Interchange) were used for simulation purposes. The toll road (across seven different scenarios at different prices) was evaluated for optimal revenue. The survey questionnaire was made based on all scenarios, including the AM peak hour. The operation cost for the toll road was determined based on the Greater Amman Municipality (GAM). The best scenario was determined based on the value of revenue (JOD). The results indicate that higher acceptance is achieved when applying road pricing during the AM peak hour and that users prefer the charging method based on travelled distance (54.02%). Additionally, the total cost of the manual toll collection (MTC) method is 126,935 JOD. Road pricing can reduce traffic delay (or speed up traffic flow) by 4.61 min in the southbound direction and by 9.52 min in the northbound direction. The optimal toll value is 0.25 JOD (34.08%), with revenues of 1089.6 JOD for 2024 and 1122.6 JOD for 2025. Eventually, applying road pricing on the airport road is shown to be effective and economically feasible only when using the manual method. Full article
(This article belongs to the Special Issue Sustainable Transportation and Traffic Psychology)
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<p>Research methodology at Airport Road.</p>
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<p>Aerial photography of Amman City with the two sections along the Airport Highway, from the Foreign Ministry through Madaba Bridge to Queen Alia Airport (Greater Amman Municipality).</p>
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<p>Toll techniques at Airport Road. (<b>a</b>): Monitoring cameras, (<b>b</b>): toll booths, (<b>c</b>): sign in advance of toll station, (<b>d</b>): pavement markings at the toll point, (<b>e</b>): sign at toll point, (<b>f</b>): automatic toll machine, (<b>g</b>): directional sign, (<b>h</b>): polyvinyl chloride cone, and (<b>i</b>,<b>j</b>): violation cameras.</p>
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<p>The positions of toll booths on Airport Road, indicated with red circles.</p>
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<p>Basic structure of the transport model.</p>
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<p>(<b>a</b>): Southbound traffic flow bundles and (<b>b</b>): northbound traffic flow bundles. (<b>c</b>): VISUM network model for Amman.</p>
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<p>Relationship between speed and fuel consumption [<a href="#B42-sustainability-16-08079" class="html-bibr">42</a>].</p>
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<p>Standard curve between speed and fuel economy [<a href="#B43-sustainability-16-08079" class="html-bibr">43</a>].</p>
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<p>(<b>a</b>): Free flow time in both directions (Southbounad and Northbound) on service and toll roads in the AM peak hour (2012), (<b>b</b>): current time in both directions (Southbounad and Northbound) on service and toll roads in the AM peak hour (2012).</p>
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<p>(<b>a</b>): Details of speed and congestion on the southbound main road in the AM peak hour (2012), (<b>b</b>): details of speed and congestion on the northbound main road in the AM peak hour (2012), (<b>c</b>): details of speed and congestion on the southbound service road (toll) in the AM peak hour (2012), and (<b>d</b>): details of speed and congestion on the northbound service road (toll) in the AM peak hour (2012).</p>
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<p>The number and types of vehicles and the values of revenue in the AM peak hour for all scenarios (2024). * No goods vehicles are using the toll road in either direction.</p>
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<p>(<b>a</b>): Free flow time in both directions (Southbound and Northbound) on the service and toll roads in the AM peak hour (2024), (<b>b</b>): current time in both directions (Southbound and Northbound) on the service and toll road in the AM peak hour (2024).</p>
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<p>(<b>a</b>): Details of speed and congestion on the southbound main road in the AM peak hour (2024), (<b>b</b>): details of speed and congestion on the northbound main road in the AM peak hour (2024), (<b>c</b>): details of speed and congestion on the southbound service road (toll) in the AM peak hour (2024), and (<b>d</b>): details of speed and congestion on the northbound service road (toll) in the AM peak hour (2024).</p>
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<p>(<b>a</b>): Free flow time in both directions on the service and toll roads in the AM peak hour (2025), (<b>b</b>): current time in both directions on the service and toll roads in the AM peak hour (2025).</p>
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<p>(<b>a</b>): Details of speed and congestion on the southbound main road in the AM peak hour (2025), (<b>b</b>): details of speed and congestion on the northbound main road in the AM peak hour (2025), (<b>c</b>): details of speed and congestion on the southbound service road (toll) in the AM peak hour (2025), and (<b>d</b>): details of speed and congestion on the northbound service road (toll) in the AM peak hour (2025).</p>
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<p>The number and types of vehicles and the values of the revenue in the AM peak hour for all scenarios (2025). * No goods vehicles are using the toll road in either direction.</p>
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<p>Regression Model for Average Annual Income Prediction. Source: Department of Statistics.</p>
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19 pages, 10340 KiB  
Article
Features of Temporal Variability of the Concentrations of Gaseous Trace Pollutants in the Air of the Urban and Rural Areas in the Southern Baikal Region (East Siberia, Russia)
by Maxim Y. Shikhovtsev, Yelena V. Molozhnikova, Vladimir A. Obolkin, Vladimir L. Potemkin, Evgeni S. Lutskin and Tamara V. Khodzher
Appl. Sci. 2024, 14(18), 8327; https://doi.org/10.3390/app14188327 (registering DOI) - 15 Sep 2024
Viewed by 461
Abstract
This article presents the results of the automatic monitoring of the concentrations of gaseous impurities of sulfur and nitrogen oxides in the ground-level atmosphere of the urban and rural areas in the Southern Baikal region (East Siberia, Russia). The study was conducted from [...] Read more.
This article presents the results of the automatic monitoring of the concentrations of gaseous impurities of sulfur and nitrogen oxides in the ground-level atmosphere of the urban and rural areas in the Southern Baikal region (East Siberia, Russia). The study was conducted from 2020 to 2023 at the urban Irkutsk station and the rural Listvyanka station located at a distance of 70 km from each other. We calculated the main statistical characteristics of the variations in the concentrations of nitrogen oxides and sulfur dioxide in the ground-level atmosphere and determined a nature of variability in their concentrations on various time scales: annual, weekly, and daily. Annual variabilities of gaseous pollutants in the ground-level atmosphere above the Irkutsk city and the Listvyanka settlement were similar and showed the highest values in winter and the lowest in summer. The daily and weekly dynamics of the nitrogen oxide concentrations in the urban area clearly depended on the increase in the road traffic during rush hours (morning and evening). In the rural area, there was no such dependence. In this area, the daily and weekly variability in the concentrations of nitrogen oxides and sulfur dioxide mainly depended on natural meteorological processes. The work systematizes the meteorological parameters at which the largest amount of anthropogenic impurities enters the air basin of Lake Baikal. The maximum values of acid-forming gas concentrations were observed when the air masses were transferred from the northwest direction, which corresponds to the location of sources in the territory of the Irkutsk–Cheremkhovo industrial hub—the largest concentration of anthropogenic objects in the Irkutsk region. Full article
(This article belongs to the Special Issue Air Pollution and Its Impact on the Atmospheric Environment)
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<p>Layout of the Irkutsk (IRK) and Listvyanka (LSTV) monitoring stations and the main sources of air pollution in the study region.</p>
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<p>An example of the accumulation of online monitoring data in the Grafana system on the LIN SB RAS server (Irkutsk).</p>
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<p>Frequency distribution graphs of 20-minute averaged concentrations of SO<sub>2</sub>, NO, and NO<sub>2</sub> at the Irkutsk and Listvyanka monitoring stations during the heating (blue) and non-heating (red) seasons. The ordinate axis shows the recurrence of the concentrations within a certain range. The abscissa axis shows the pollutant concentration ranges. The data are averaged for 2020–2023.</p>
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<p>Intra-annual variability of sulfur dioxide (SO<sub>2</sub>) concentrations at the Irkutsk and Listvyanka stations from 2020 to 2023, without atypical values (outliers). The ordinate axis shows the concentrations (µg/m<sup>3</sup>); the abscissa axis shows the month. The diagram shows the median (bold line), the first quartile (lower boundary of the box), and the third quartile (upper boundary of the box).</p>
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<p>Intra-annual variability of nitrogen dioxide (NO<sub>2</sub>) concentrations at the Irkutsk and Listvyanka stations from 2020 to 2023, without atypical values (outliers). The ordinate axis shows the concentrations (µg/m<sup>3</sup>); the abscissa axis shows the month. The diagram shows the median (bold line), the first quartile (lower boundary of the box), and the third quartile (upper boundary of the box).</p>
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<p>Intra-annual variability of nitrogen oxide (NO) concentrations at the Irkutsk and Listvyanka stations from 2020 to 2023, without atypical values (outliers). The ordinate axis shows the concentrations (µg/m<sup>3</sup>); the abscissa axis shows the month. The diagram shows the median (bold line), the first quartile (lower boundary of the box), and the third quartile (upper boundary of the box).</p>
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<p>Weekly and daily variations in the concentrations of nitrogen and sulfur oxides in the heating (October to April, blue) and non-heating (May to September, red) seasons. Shading shows the 95% confidence intervals of the mean value.</p>
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<p>NWR analysis for the 20-min concentrations of SO<sub>2</sub>, NO<sub>2</sub>, and NO at the Listvyanka station in the polar coordinate system from January 2020 to December 2023.</p>
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<p>Episode of severe air pollution at the Listvyanka station on 13 and 14 December 2023: (<b>a</b>) variability of the 20-min concentrations of gaseous pollutants (SO<sub>2</sub>, NO<sub>2</sub>, NO); (<b>b</b>,<b>c</b>) vertical profiles of the air temperature at the Listvyanka station; (<b>c</b>–<b>f</b>) temperature stratification at the Angarsk station based on radiosonde data (the dotted line reflects the altitude of the temperature inversion boundary).</p>
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<p>Air mass transport trajectories from large anthropogenic sources in Irkutsk, Angarsk, and Shelekhov calculated using the HYSPLIT model: (<b>a</b>) 13 December 2023 (6 a.m.) and (<b>b</b>) 14 December 2023 (10 p.m.).</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 399
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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15 pages, 19478 KiB  
Article
Source Apportionment and Human Health Risks of Potentially Toxic Elements in the Surface Water of Coal Mining Areas
by Yuting Yan, Yunhui Zhang, Zhan Xie, Xiangchuan Wu, Chunlin Tu, Qingsong Chen and Lanchu Tao
Toxics 2024, 12(9), 673; https://doi.org/10.3390/toxics12090673 - 15 Sep 2024
Viewed by 276
Abstract
Contamination with potentially toxic elements (PTEs) frequently occurs in surface water in coal mining areas. This study analyzed 34 surface water samples collected from the Yunnan–Guizhou Plateau for their hydrochemical characteristics, spatial distribution, source apportionment, and human health risks. Our statistical analysis showed [...] Read more.
Contamination with potentially toxic elements (PTEs) frequently occurs in surface water in coal mining areas. This study analyzed 34 surface water samples collected from the Yunnan–Guizhou Plateau for their hydrochemical characteristics, spatial distribution, source apportionment, and human health risks. Our statistical analysis showed that the average concentrations of PTEs in the surface water ranked as follows: Fe > Al > Zn > Mn > Ba > B> Ni > Li > Cd > Mo > Cu > Co > Hg > Se > As > Pb > Sb. The spatial analysis revealed that samples with high concentrations of Fe, Al, and Mn were predominantly distributed in the main stream, Xichong River, and Yangchang River. Positive matrix factorization (PMF) identified four sources of PTEs in the surface water. Hg, As, and Se originated from wastewater discharged by coal preparation plants and coal mines. Mo, Li, and B originated from the dissolution of clay minerals in coal seams. Elevated concentrations of Cu, Fe, Al, Mn, Co, and Ni were attributed to the dissolution of kaolinite, illite, chalcopyrite, pyrite, and minerals associated with Co and Ni in coal seams. Cd, Zn, and Pb were derived from coal melting and traffic release. The deterministic health risks assessment showed that 94.12% of the surface water samples presented non-carcinogenic risks below the health limit of 1. Meanwhile, 73.56% of the surface water samples with elevated As posed level III carcinogenic risk to the local populations. Special attention to drinking water safety for children is warranted due to their lower metabolic capacity for detoxifying PTEs. This study provides insight for PTE management in sustainable water environments. Full article
(This article belongs to the Section Metals and Radioactive Substances)
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Figure 1
<p>(<b>a</b>) Location of the Yunnan–Guizhou Plateau in China, (<b>b</b>) location of the study area in the Yunnan–Guizhou Plateau, and (<b>c</b>) location of surface water, groundwater, and mine water sampling sites in the study area (sample size = 34).</p>
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<p>Box plots with the standard of potentially toxic elements for drinking surface water (sample size = 34).</p>
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<p>Spatial distribution map of concentrations of potentially toxic elements: (<b>a</b>) Fe, (<b>b</b>) Mn, (<b>c</b>) Cu, (<b>d</b>) Zn, (<b>e</b>) Al, (<b>f</b>) Hg, (<b>g</b>) As, (<b>h</b>) Se, (<b>i</b>) Cd, (<b>j</b>) Pb, (<b>k</b>) Li, (<b>l</b>) B, (<b>m</b>) Ba, (<b>n</b>) Sb, (<b>o</b>) Ni, (<b>p</b>) Co, and (<b>q</b>) Mo (sample size = 34).</p>
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<p>Source contributions of PTEs based on the PMF model: (<b>a</b>) relative contributions of PTEs to PMF factors and (<b>b</b>) average contributions of PMF factors (sample size = 34).</p>
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<p>Non-carcinogenic health risks of surface water to children, men, and women: (<b>a</b>) Fe, (<b>b</b>) Mn, (<b>c</b>) Cu, (<b>d</b>) Zn, (<b>e</b>) Al, (<b>f</b>) As, (<b>g</b>) Se, (<b>h</b>) Cd, (<b>i</b>) Li, (<b>j</b>) B, (<b>k</b>) Ba, (<b>l</b>) Sb, (<b>m</b>) Ni, (<b>n</b>) Co, and (<b>o</b>) Mo (sample size = 34).</p>
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<p>Sensitive non-carcinogenic PTE ranking for HI.</p>
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<p>Non-carcinogenic and carcinogenic health risks of PTEs in surface water to children, men, and women: (<b>a</b>) hazard index (HI) and (<b>b</b>) cancer risk (CR) (sample size = 34).</p>
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<p>Spatial distribution map of hazard index (HI) and cancer risk (CR) of PTEs in surface water. HI to (<b>a</b>) children, (<b>b</b>) men, and (<b>c</b>) women and CR to (<b>d</b>) children, (<b>e</b>) men, and (<b>f</b>) women (sample size = 34).</p>
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