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22 pages, 7608 KiB  
Article
Analysis of the Wangping Brownfield Using a Two-Step Urban Brownfield Redevelopment Model
by Zhiping Liu, Yingxue Feng, Jing Li, Haoyu Tao, Zhen Liu, Xiaodan Li and Yue Hu
Land 2024, 13(11), 1880; https://doi.org/10.3390/land13111880 - 10 Nov 2024
Viewed by 522
Abstract
With societal progress, urban brownfields have become restrictive, and redevelopment studies have become an important part of urban renewal. In this work, we developed a two-step model for urban brownfield redevelopment, while considering the Wangping brownfield as the study area. Site suitability evaluation [...] Read more.
With societal progress, urban brownfields have become restrictive, and redevelopment studies have become an important part of urban renewal. In this work, we developed a two-step model for urban brownfield redevelopment, while considering the Wangping brownfield as the study area. Site suitability evaluation models for brownfield parks, agricultural picking gardens, and creative industrial centers were developed based on the elevation, slope, and surface runoff, and the evaluation results were categorized into five levels. The redevelopment plan was formulated based on these evaluation results. To study the effect of the plan, a transition matrix of land use was assessed using satellite images and the cellular automata (CA)–Markov model; based on the analysis, we predicted the land use situation of the Wangping brownfield, with respect to natural development, for 2030. A comparison of the redevelopment planning with the forecasted results revealed that the proportions of grassland, construction, and unused land decreased by 25.68, 3.12, and 2.38% and those of plowland and forest land increased by 6.61 and 24.57%. This confirms the advantages of redevelopment planning for restoring plowland and increasing biological carbon sinks. Notably, our two-step urban brownfield redevelopment model can enrich the current research on urban brownfields and guide similar urban renewal projects. Full article
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<p>Study framework. Abbreviations: analytic hierarchy process (AHP), cellular automata (CA), and geographic information system (GIS).</p>
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<p>Basic information on the current situation of the Wangping brownfield. (<b>A</b>) Surface information for Wangping: (<b>a</b>) satellite image of the current status of the surface; (<b>b</b>) function partition diagram; and (<b>c</b>) detailed plan. (<b>B</b>). Damage to the ecological environment in Wangping: (<b>a</b>) ground depression; (<b>b</b>) mountain collapse; (<b>c</b>) ground cracks; (<b>d</b>) water pollution; (<b>e</b>) landslides; and (<b>f</b>) coal gangue.</p>
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<p>Flow chart of the prediction model of the advantages of the redevelopment planning.</p>
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<p>Wangping brownfield redevelopment: (<b>a</b>) redevelopment suitability of the brownfield park; (<b>b</b>) redevelopment suitability of the agricultural picking garden; and (<b>c</b>) overall plan for the redevelopment of the area.</p>
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<p>Design of the Wangping brownfield redevelopment plan: (<b>a</b>) brownfield park; and (<b>b</b>) agricultural picking garden.</p>
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<p>Design of creative industry center: (<b>a</b>) landscape node; (<b>b</b>) functional area; and (<b>c</b>) personnel flow line designs for the study area.</p>
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<p>Land use change in Mentougou district during 2000–2020: (<b>a</b>) land use; and (<b>b</b>) transition trend.</p>
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<p>Land use prediction for the Wangping brownfield for 2030.</p>
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17 pages, 9526 KiB  
Article
Innovative Perspectives on Ecological Assessment in the Agro-Pastoral Ecotone of Inner Mongolia: An Integrated Evaluation and Forecast of Landscape and Ecological Risks and Drivers
by Jiaru Wu, Peng Han, Jiwu Zhai and Qing Zhang
Land 2024, 13(11), 1849; https://doi.org/10.3390/land13111849 - 6 Nov 2024
Viewed by 337
Abstract
The agro-pastoral ecotone of Inner Mongolia, one of China’s most ecologically vulnerable regions, requires careful evaluation and prediction of landscape ecological risks to improve its environment and support sustainable development. Our study built a model to assess the landscape ecological risks from 1990 [...] Read more.
The agro-pastoral ecotone of Inner Mongolia, one of China’s most ecologically vulnerable regions, requires careful evaluation and prediction of landscape ecological risks to improve its environment and support sustainable development. Our study built a model to assess the landscape ecological risks from 1990 to 2020 using land use data from Google Earth Engine. We examined the changes in landscape ecological risks and their driving factors through spatial autocorrelation analysis and geographic detectors. Future ecological risks from 2025 to 2040 were predicted using the multi-criteria evaluation-cellular automata-Markov model. Results revealed a declining trend in both disturbance and loss intensity across land use types, with the overall ecological risk index also decreasing. Higher risk areas were concentrated in the east and southwest, while lower risks were observed in the north and center. Temperature and precipitation are key natural factors, while the impact of Gross Domestic Product (GDP), a human factor, on ecological risk is increasing and surpassed natural influences in 2015 and 2020. In the future, the highest risk areas will remain in the southwest and northeast. This study provides detailed evidence and guidance for ecological safety and sustainable development in the agro-pastoral ecotone of Inner Mongolia. Full article
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<p>Location Distribution and DEM of study area.</p>
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<p>Land use types of area changes from 1990 to 2020 (<b>left</b> axis, <b>a</b>–<b>f</b>) and patch number changes (<b>right</b> axis, <b>a</b>–<b>f</b>) and chord diagrams of land use transition matrices (<b>g</b>,<b>h</b>). (<b>a</b>). cropland, (<b>b</b>). forest, (<b>c</b>). grassland, (<b>d</b>). water, (<b>e</b>). barren land, (<b>f</b>). impervious, (<b>g</b>). Chord diagram of land use transition matrix between 1990 and 2020, (<b>h</b>). Chord diagram of land use transition matrix from 1990 to 2020.</p>
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<p>Spatial distribution of land use changes from 1990 to 2020. (<b>a</b>). 1990, (<b>b</b>). 1995, (<b>c</b>). 2000, (<b>d</b>). 2005, (<b>e</b>). 2010, (<b>f</b>). 2015, (<b>g</b>). 2020.</p>
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<p>Landscape indices for each land use type from 1990 to 2020. (<b>a</b>). Fragmentation degree, (<b>b</b>). Separation degree, (<b>c</b>). Fractal dimension, (<b>d</b>). Disturbance index, (<b>e</b>). Loss index.</p>
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<p>Spatial distribution of LER level of the study area for the years 1990–2020. (<b>a</b>). 1990, (<b>b</b>). 1995, (<b>c</b>). 2000, (<b>d</b>). 2005, (<b>e</b>). 2010, (<b>f</b>). 2015, (<b>g</b>). 2020. (I: Very Low, II: Low, III: Medium, IV: High, V: Very High. The numbers in parentheses indicate the percentage of area for each LER level category.).</p>
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<p>Spatial distribution of changes in LER level in the study area. (<b>a</b>). 1990–1995, (<b>b</b>). 1995–2000, (<b>c</b>). 2000–2005, (<b>d</b>). 2005–2010, (<b>e</b>). 2010–2015, (<b>f</b>). 2015–2020, (<b>g</b>). 1990–2020, (<b>h</b>). the average ERI change line graph for 1990–2020 (“Improved” indicates a decrease in LER level, “Stable” indicates no change in LER level, “Deteriorated” indicates an increase in LER level. Numbers in parentheses represent the percentage of area for each LER level).</p>
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<p>Scatterplot of the impact of a single factor and heat map of factor interaction on ERI detection from 1990–2020. (<b>a</b>). q values of each factor, (<b>b</b>). 1990, (<b>c</b>). 1995, (<b>d</b>). 2000, (<b>e</b>). 2005, (<b>f</b>). 2010, (<b>g</b>). 2015, (<b>h</b>). 2020.</p>
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<p>Predicted land use types of maps and spatial distribution of LER levels for the study area from 2025–2040. (<b>a</b>). land use types of 2025, (<b>b</b>). land use types of 2030, (<b>c</b>). land use types of 2035, (<b>d</b>). land use types of 2040, (<b>e</b>). LER level of 2025, (<b>f</b>). LER level of 2030, (<b>g</b>). LER level of 2035, (<b>h</b>). LER level of 2040, (<b>i</b>). LER level changes from 2020 to 2040.</p>
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26 pages, 10525 KiB  
Article
Complex Traffic Flow Model for Analysis and Optimization of Fuel Consumption and Emissions at Large Roundabouts
by Xiao Liang, Huifang Song, Gefan Wu, Yongjie Guo and Shu Zhang
Sustainability 2024, 16(21), 9464; https://doi.org/10.3390/su16219464 - 31 Oct 2024
Viewed by 587
Abstract
Traffic emissions pose a substantial challenge for contemporary societies, particularly at roundabouts, where high levels of vehicle interaction and the associated emission dynamics are prevalent. Building upon this, a cellular automata model was developed to simulate traffic characteristics, including fuel consumption, emissions (CO, [...] Read more.
Traffic emissions pose a substantial challenge for contemporary societies, particularly at roundabouts, where high levels of vehicle interaction and the associated emission dynamics are prevalent. Building upon this, a cellular automata model was developed to simulate traffic characteristics, including fuel consumption, emissions (CO, HC, and NOx), and vehicle speed at a large roundabout. The model examines critical parameters, such as interaction, stop-and-go behavior, density, speed, and spacing, to identify the factors influencing fuel consumption and emissions in roundabout traffic. Numerical verification confirmed the model’s effectiveness in replicating complex traffic flows at large roundabouts, while also revealing that driving behavior, particularly during lane entry, is a critical factor influencing fuel consumption and emissions. Therefore, we proposed four optimization strategies—two space-based and two behavior-based—aimed at reducing emissions and enhancing traffic efficiency. Simulation results demonstrated that the behavior-based strategies achieved reductions of up to 18.40%, 43.20%, 28.98%, and 30.02% in fuel consumption and emissions, along with an 8.88% increase in traffic efficiency. In contrast, the space-based strategies improved traffic efficiency by 10.26%, while reducing fuel consumption and emissions by 8.25%, 32.64%, 18.48%, and 18.09%. While the space-based strategies enhanced traffic efficiency more, their overall optimization effects were relatively modest. Thus, integrating these strategies can enhance roundabout traffic efficiency across varying conditions, while reducing fuel consumption and emissions. These findings can enhance our understanding of the traffic parameters affecting vehicular emissions, offering crucial insights for urban planners and policymakers to optimize roundabout design and management toward greater sustainability and environmental benefits. Full article
(This article belongs to the Special Issue Emissions and Control of Transport-Related Pollutants)
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<p>(<b>a</b>) Snapshot and video recording positions of the Guanggu Roundabout: (<b>b</b>) schematic sketch providing spatial information based on (<b>a</b>).</p>
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<p>Choice probability based on empirical observations. The left side of the figure illustrates the probability distribution of vehicles’ start and end roads, while the right side shows the probability of lane choices within the roundabout when entering from different entrances (A–F).</p>
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<p>Unfolding of the roundabout.</p>
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<p>Lane-changing steps.</p>
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<p>Variable related to vehicle behavior.</p>
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<p>Vehicle movement during the entrance stage.</p>
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<p>Vehicle movement during the following stage.</p>
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<p>Vehicle movement during the exit stage.</p>
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<p>Typical trajectory.</p>
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<p>Fundamental diagram (density is the ratio of the area occupied by vehicles to the area of the density study region (m<sup>2</sup>/m<sup>2</sup>)).</p>
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<p>Schemes of the number of outflows. (<b>a</b>) Count of vehicles exiting the roundabout at a fixed interval (10 s); (<b>b</b>) cumulative inflows and outflows.</p>
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<p>Driving behavior statistics for the three stages. (<b>a</b>) Cumulative number of interactions; (<b>b</b>) cumulative number of stop-and-go behaviors.</p>
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<p>Fuel consumption (<b>a</b>) and different traffic emissions (<b>b</b>–<b>d</b>) (for the density-based analysis, the statistically significant range was 0.06 and 0.33. Outside this range, the sample size was insufficient).</p>
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<p>Fuel consumption, emissions, and stop-and-go behavior statistics throughout the simulation.</p>
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<p>Total fuel consumption (<b>a</b>) and emissions (<b>b</b>–<b>d</b>).</p>
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<p>Total fuel consumption (<b>a</b>) and emissions (<b>b</b>–<b>d</b>).</p>
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<p>Traffic flow characteristic indicators. (<b>a</b>) Fundamental diagram; (<b>b</b>) cumulative number of stop-and-go behavior.</p>
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<p>Stage 1: fuel consumption (<b>a</b>) and different traffic emissions (<b>b</b>–<b>d</b>).</p>
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<p>Stage 2: fuel consumption (<b>a</b>) and different traffic emissions (<b>b</b>–<b>d</b>).</p>
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<p>Stage 2: fuel consumption (<b>a</b>) and different traffic emissions (<b>b</b>–<b>d</b>).</p>
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<p>Stage 3: fuel consumption (<b>a</b>) and different traffic emissions (<b>b</b>–<b>d</b>).</p>
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<p>Stage 3: fuel consumption (<b>a</b>) and different traffic emissions (<b>b</b>–<b>d</b>).</p>
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20 pages, 15132 KiB  
Article
Simulating the Impact of Urban Expansion on Ecological Security Pattern from a Multi-Scenario Perspective: A Case Changsha–Zhuzhou–Xiangtan Urban Agglomeration, China
by Ran Zhang, Taoyi Chen, Fei Su, Yaohui Liu and Guoqiang Zheng
Sustainability 2024, 16(21), 9382; https://doi.org/10.3390/su16219382 - 29 Oct 2024
Viewed by 586
Abstract
Rapid urbanization has further expanded the scale of construction land in urban agglomerations. The encroachment of urban land on ecological land has led to severe ecological problems and threatened the stability of ecological security in urban agglomerations. Analyzing the characteristics of future urban [...] Read more.
Rapid urbanization has further expanded the scale of construction land in urban agglomerations. The encroachment of urban land on ecological land has led to severe ecological problems and threatened the stability of ecological security in urban agglomerations. Analyzing the characteristics of future urban multi-scenario expansion and its impacts on ecological security patterns (ESP) can provide guidance for formulating ecologically sustainable management and control Policies. Our study focuses on Changsha-Zhuzhou-Xiangtan (CZX) urban agglomeration as the study area and establishes an ESP. Additionally, a cellular automata (CA) was used to simulate future urban expansion patterns under three scenarios (i.e., natural development scenario, urban development scenario, and ecological conservation scenario). The subsequent analysis evaluates their impact on the ESP. The simulation results indicate that from 2020 to 2030, the CZX urban agglomeration will undergo rapid urban expansion under the natural development scenario and urban development scenario, characterized by outward growth surrounding the existing construction land. In the natural development scenario, urban expansion is primarily concentrated in the northwest and south directions of construction land, the proportion of construction land increased by 2.78%; in the urban development scenario, it is concentrated in the southeast direction of construction land, the proportion of construction land increased by 3.24%. Ecological conflicts in the aforementioned development scenarios primarily arise in the southwestern region of Changsha County, as well as the southern areas of Kaifu District and Furong District. Conversely, under the ecological conservation scenario, the rate of urban expansion has significantly decreased, environmental preservation is upheld at its highest level, and the proportion of construction land only increased by 0.04%. Based on the simulation results, we present targeted recommendations for urban land planning and growth management, as well as the protection, restoration, monitoring, and development of ecological land. These suggestions provide effective guidance for improving the stability of ESP in urban agglomerations and promoting high-quality development in Chinese urban agglomerations. Full article
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<p>Location of Changsha–Zhuzhou–Xiangtan urban agglomerations, China.</p>
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<p>The methodological framework.</p>
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<p>Proportion of land use types in multiple scenarios.</p>
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<p>(<b>a</b>) Land use in 2020 (Box 1 and 2 are partially enlarged parts of (<b>a</b>). The enlarged image is directly below (<b>a</b>). (<b>b</b>–<b>d</b>) are the same as (<b>a</b>)), (<b>b</b>) Urban expansion under the natural development scenario in 2030, (<b>c</b>) Urban expansion under the urban development scenario in 2030, (<b>d</b>) Urban expansion under the ecological conservation scenario in 2030.</p>
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<p>(<b>a</b>) Ecology Corridors in 2020, (<b>b</b>) Ecology Pinch points in 2020, (<b>c</b>) Ecology Barrier points in 2020.</p>
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<p>Ecological security pattern analysis map ((<b>a</b>): natural development scenario, (<b>b</b>): urban development scenario, (<b>c</b>): ecological conservation scenario).</p>
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30 pages, 11775 KiB  
Article
Predictive Modelling of Land Cover Changes in the Greater Amanzule Peatlands Using Multi-Source Remote Sensing and Machine Learning Techniques
by Alex Owusu Amoakoh, Paul Aplin, Pedro Rodríguez-Veiga, Cherith Moses, Carolina Peña Alonso, Joaquín A. Cortés, Irene Delgado-Fernandez, Stephen Kankam, Justice Camillus Mensah and Daniel Doku Nii Nortey
Remote Sens. 2024, 16(21), 4013; https://doi.org/10.3390/rs16214013 - 29 Oct 2024
Viewed by 912
Abstract
The Greater Amanzule Peatlands (GAP) in Ghana is an important biodiversity hotspot facing increasing pressure from anthropogenic land-use activities driven by rapid agricultural plantation expansion, urbanisation, and the burgeoning oil and gas industry. Accurate measurement of how these pressures alter land cover over [...] Read more.
The Greater Amanzule Peatlands (GAP) in Ghana is an important biodiversity hotspot facing increasing pressure from anthropogenic land-use activities driven by rapid agricultural plantation expansion, urbanisation, and the burgeoning oil and gas industry. Accurate measurement of how these pressures alter land cover over time, along with the projection of future changes, is crucial for sustainable management. This study aims to analyse these changes from 2010 to 2020 and predict future scenarios up to 2040 using multi-source remote sensing and machine learning techniques. Optical, radar, and topographical remote sensing data from Landsat-7, Landsat-8, ALOS/PALSAR, and Shuttle Radar Topography Mission derived digital elevation models (DEMs) were integrated to perform land cover change analysis using Random Forest (RF), while Cellular Automata Artificial Neural Networks (CA-ANNs) were employed for predictive modelling. The classification model achieved overall accuracies of 93% in 2010 and 94% in both 2015 and 2020, with weighted F1 scores of 80.0%, 75.8%, and 75.7%, respectively. Validation of the predictive model yielded a Kappa value of 0.70, with an overall accuracy rate of 80%, ensuring reliable spatial predictions of future land cover dynamics. Findings reveal a 12% expansion in peatland cover, equivalent to approximately 6570 ± 308.59 hectares, despite declines in specific peatland types. Concurrently, anthropogenic land uses have increased, evidenced by an 85% rise in rubber plantations (from 30,530 ± 110.96 hectares to 56,617 ± 220.90 hectares) and a 6% reduction in natural forest cover (5965 ± 353.72 hectares). Sparse vegetation, including smallholder farms, decreased by 35% from 45,064 ± 163.79 hectares to 29,424 ± 114.81 hectares. Projections for 2030 and 2040 indicate minimal changes based on current trends; however, they do not consider potential impacts from climate change, large-scale development projects, and demographic shifts, necessitating cautious interpretation. The results highlight areas of stability and vulnerability within the understudied GAP region, offering critical insights for developing targeted conservation strategies. Additionally, the methodological framework, which combines optical, radar, and topographical data with machine learning, provides a robust approach for accurate and detailed landscape-scale monitoring of tropical peatlands that is applicable to other regions facing similar environmental challenges. Full article
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<p>Study area map: (<b>a</b>) agro-ecological zones and the regional administrative boundaries of Ghana; (<b>b</b>) identified patchy peatlands and communities fringing them, as well as the district administrative boundaries in the GAP. Peatland information was obtained from Hen Mpoano’s data repository and is based on participatory GIS and ground truthing approach. Basemap: Google Hybrid, Map data (© 2023 Google).</p>
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<p>Digital elevation model (DEM) of the study area showing the Amanzule, Tano, and Ankobra rivers. The colour gradients represent variations in terrain elevation, with the scale indicating relative heights in meters above sea level (Source: authors’ own creation using SRTM-derived DEM data accessed via Google Earth Engine).</p>
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<p>Workflow for land cover change analysis using multi-sensor data, featuring model building with Random Forest (RF) classification, feature optimisation through Recursive Feature Elimination (RFE), and GIS-based land cover projection.</p>
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<p>Plot of accuracy vs. number of image features.</p>
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<p>Feature importance scores of selected image features following RFE. Original bands, texture, spectral indices, and terrain features were chosen based on the number of features that retained optimal accuracy.</p>
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<p>Land cover changes in the GAP between 2010, 2015, and 2020.</p>
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<p>Land cover maps for GAP from (<b>a</b>) 2010, (<b>b</b>) 2015, and (<b>c</b>) 2020.</p>
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<p>Sankey diagram showing dynamic land cover transitions in the GAP: (<b>a</b>) represents transitions from 2010 to 2015 and (<b>b</b>) depicts changes from 2015 to 2020.</p>
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<p>Early growth stages of replanted mangroves in GAP (Source: Hen Mpoano, [<a href="#B20-remotesensing-16-04013" class="html-bibr">20</a>]).</p>
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21 pages, 8837 KiB  
Article
A Novel Hybrid Elementary Cellular Automata and Its Application in a Stream Cipher
by Peng Du, Youheng Dong, Qi Cui and Hui Li
Appl. Sci. 2024, 14(21), 9719; https://doi.org/10.3390/app14219719 - 24 Oct 2024
Viewed by 436
Abstract
The elementary cellular automata (ECAs) under the chaotic rule possess long periodicity and are widely used in pseudo-random number generators. However, their period is limited, related to the rule and the number of cells. Meanwhile, the Boolean functions of some ECAs are linear [...] Read more.
The elementary cellular automata (ECAs) under the chaotic rule possess long periodicity and are widely used in pseudo-random number generators. However, their period is limited, related to the rule and the number of cells. Meanwhile, the Boolean functions of some ECAs are linear and vulnerable to linear analysis. Thus, the ECA cannot be directly implemented in the stream cipher. In this paper, a hybrid ECA (HECA) with dynamic mask (HECA-M) is designed. The HECA-M consists of two parts: the driving and mask parts. The driving part based on a HECA is used in generating the keystream, and the mask part based on a chaotic ECA is utilized to determine the iterative rule of the driving part. Subsequently, a stream cipher based on the HECA-M and SHA-512 is proposed. The statistic and secure analyses indicate that the proposed stream cipher possesses good randomness and can resist stream cipher analyses, such as exhaustive search, Berlekamp–Massey synthesis, guess and determine attack, time–memory–data tradeoff attack, etc. Hence, the proposed scheme can meet security requirements. Moreover, the time and space consumption of the proposed stream cipher is qualified. Full article
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<p>The iterative results of ECAs with rules (<b>a</b>) <span class="html-italic">No.</span> 126 and (<b>b</b>) <span class="html-italic">No.</span> 129. The black (white) lattice represents the cell with the status value “1” (“0”).</p>
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<p>The structure of a HECA. The yellow (blue) lattices denote the cells under global chaotic rule <span class="html-italic">r</span>1(<span class="html-italic">r</span>2) and <span class="html-italic">r</span>1 ≠ <span class="html-italic">r</span>2.</p>
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<p>The structure of the HECA-M. The dotted (solid) cycle represents the cell with the value of “0” (“1”) in the mask part, and the blue (yellow) cycle denotes the cell with the value of “0” (“1”) in the driving part. <span class="html-italic">rm</span> = 45, <span class="html-italic">r</span>1 = 60, and <span class="html-italic">r</span>0 = 105.</p>
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<p>The IEs of sequences generated by the HECA-M under different rule groups.</p>
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<p>The IEs of sequences generated by HECA-Ms under different rule groups with varying numbers of cells.</p>
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<p>The structure of the proposed stream cipher.</p>
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<p>The linear complexity of keystreams generated by the proposed stream ciphers under different HECA-Ms. The lines with different colors denote the ciphers with varying chaotic rule groups. The numbers in the legend represent the indexes of the chaotic rule groups in LUT (<a href="#applsci-14-09719-t005" class="html-table">Table 5</a>).</p>
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<p>The forecast accuracy for the keystreams generated by the proposed stream ciphers. The lines with different colors denote the ciphers with different chaotic rule groups. The numbers in the legend represent the indexes of the chaotic rule groups in LUT (<a href="#applsci-14-09719-t005" class="html-table">Table 5</a>).</p>
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<p>The correlation coefficients of the keystreams generated by the proposed stream cipher under the secret keys with 512 bits. (<b>a</b>) The cross-correlation coefficient between <b><span class="html-italic">KS</span></b> and <b><span class="html-italic">KS</span>*</b>. (<b>b</b>) The cross-correlation coefficient between <b><span class="html-italic">KS</span></b> and ~<b><span class="html-italic">KS</span></b>. (<b>c</b>) The autocorrelation coefficient of <b><span class="html-italic">KS</span></b>.</p>
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<p>The correlation coefficients of the keystreams generated by the proposed stream cipher under the secret keys with 256 bits. (<b>a</b>) The cross-correlation coefficient between <b><span class="html-italic">KS</span></b> and <b><span class="html-italic">KS</span>*</b>. (<b>b</b>) The cross-correlation coefficient between <b><span class="html-italic">KS</span></b> and ~<b><span class="html-italic">KS</span></b>. (<b>c</b>) The autocorrelation coefficient of <b><span class="html-italic">KS</span></b>.</p>
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<p>The correlation coefficients between (<b>a</b>) the secret key and corresponding keystream and (<b>b</b>) the secret key and true random sequence. The length of the secret key is 512 bits.</p>
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<p>The correlation coefficients between (<b>a</b>) the secret key and corresponding keystream and (<b>b</b>) the secret key and true random sequence. The length of the secret key is 256 bits.</p>
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<p>The process of recovering the internal states of the driving part. KS indicates the keystream, and S denotes the state values of the driving part. A green lattice represents one bit in the keystream, and a blue cycle is one cell in the driving part.</p>
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24 pages, 19262 KiB  
Article
Study on the Driving Factors of the Spatiotemporal Pattern in Forest Lightning Fires and 3D Fire Simulation Based on Cellular Automata
by Maolin Li, Yingda Wu, Yilin Liu, Yu Zhang and Qiang Yu
Forests 2024, 15(11), 1857; https://doi.org/10.3390/f15111857 - 23 Oct 2024
Viewed by 572
Abstract
Lightning-induced forest fires frequently inflict substantial damage on forest ecosystems, with the Daxing’anling region in northern China recognized as a high-incidence region for such phenomena. To elucidate the occurrence patterns of forest fires caused by lightning and to prevent such fires, this study [...] Read more.
Lightning-induced forest fires frequently inflict substantial damage on forest ecosystems, with the Daxing’anling region in northern China recognized as a high-incidence region for such phenomena. To elucidate the occurrence patterns of forest fires caused by lightning and to prevent such fires, this study employs a multifaceted approach, including statistical analysis, kernel density estimation, and spatial autocorrelation analysis, to conduct a comprehensive examination of the spatiotemporal distribution patterns of lightning-induced forest fires in the Greater Khingan Mountains region from 2016–2020. Additionally, the geographical detector method is utilized to assess the explanatory power of three main factors: climate, topography, and fuel characteristics associated with these fires, encompassing both univariate and interaction detections. Furthermore, a mixed-methods approach is adopted, integrating the Zhengfei Wang model with a three-dimensional cellular automaton to simulate the spread of lightning-induced forest fire events, which is further validated through rigorous quantitative verification. The principal findings are as follows: (1) Spatiotemporal Distribution of Lightning-Induced Forest Fires: Interannual variability reveals pronounced fluctuations in the incidence of lightning-induced forest fires. The monthly concentration of incidents is most significant in May, July, and August, demonstrating an upward trajectory. In terms of temporal distribution, fire occurrences are predominantly concentrated between 1:00 PM and 5:00 PM, conforming to a normal distribution pattern. Spatially, higher incidences of fires are observed in the western and northwestern regions, while the eastern and southeastern areas exhibit reduced rates. At the township level, significant spatial autocorrelation indicates that Xing’an Town represents a prominent hotspot (p = 0.001), whereas Oupu Town is identified as a significant cold spot (p = 0.05). (2) Determinants of the Spatiotemporal Distribution of Lightning-Induced Forest Fires: The spatiotemporal distribution of lightning-induced forest fires is influenced by a multitude of factors. Univariate analysis reveals that the explanatory power of these factors varies significantly, with climatic factors exerting the most substantial influence, followed by topographic and fuel characteristics. Interaction factor analysis indicates that the interactive effects of climatic variables are notably more pronounced than those of fuel and topographical factors. (3) Three-Dimensional Cellular Automaton Fire Simulation Based on the Zhengfei Wang Model: This investigation integrates the fire spread principles from the Zhengfei Wang model into a three-dimensional cellular automaton framework to simulate the dynamic behavior of lightning-induced forest fires. Through quantitative validation against empirical fire events, the model demonstrates an accuracy rate of 83.54% in forecasting the affected fire zones. Full article
(This article belongs to the Special Issue Forest Fires Prediction and Detection—2nd Edition)
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<p>Overview of the Daxing’anling region.</p>
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<p>Forest distribution and types in the Daxing’anling region.</p>
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<p>Changes of (<b>a</b>) the number of lightning fires and (<b>b</b>) the burned areas on an annual scale from 2016–2020.</p>
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<p>Changes of (<b>a</b>) the number of lightning fires and (<b>b</b>) the burned area on a month scale from 2016–2020.</p>
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<p>Changes of (<b>a</b>) the number of lightning fires and (<b>b</b>) the burned areas on an hourly scale from 2016–2020.</p>
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<p>Distribution of forest lightning fires in the study area from 2016–2020.</p>
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<p>Forest lightning fire danger zone classification.</p>
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<p>(<b>a</b>) Moran’s I scatter plot of lightning strike fires in forests in the study area from 2016–2020 and (<b>b</b>) Plot of <span class="html-italic">p</span>-values and Z-values for 999 random permutations.</p>
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<p>(<b>a</b>) LISA significance level and (<b>b</b>) cluster distribution map of forest lightning fires in the study area from 2016–2020.</p>
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<p>Factor detector results. (<b>a</b>) Result in 2016, (<b>b</b>) result in 2017, (<b>c</b>) result in 2018, (<b>d</b>) result in 2019, (<b>e</b>) result in 2020.</p>
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<p>Interaction detector results.</p>
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<p>Remote sensing images of the simulated area.</p>
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<p>(<b>a</b>) 3D Simulation of forest lightning fire and (<b>b</b>) 2D Simulation of forest lightning fire in 2017.</p>
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<p>Fire-affected area in 2017.</p>
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27 pages, 12734 KiB  
Article
Cellular Automata-Based Experimental Study on the Evolution of Corrosion Damage in Bridge Cable Steel Wire
by Liping Zhou, Guowen Yao, Guiping Zeng, Zhiqiang He, Xuetong Gou, Xuanbo He and Mingxu Liu
Buildings 2024, 14(11), 3354; https://doi.org/10.3390/buildings14113354 - 23 Oct 2024
Viewed by 425
Abstract
Cable-stayed bridges have become the preferred bridge type for large-span bridges due to their unique advantages, and the long-term performance of the cable under the extreme conditions has been facing great challenges. An accelerated corrosion test was carried out using in-service cable, and [...] Read more.
Cable-stayed bridges have become the preferred bridge type for large-span bridges due to their unique advantages, and the long-term performance of the cable under the extreme conditions has been facing great challenges. An accelerated corrosion test was carried out using in-service cable, and the evolution model of the etch pit was established based on cellular automata to study the evolution law of corrosion damage to steel wire. This study showed that with the increase in the number of dry-wet cycles in the electrified accelerated corrosion, the macro- and micromorphology of the steel wire showed more serious corrosion damage, the tensile strength decreased, the ductility index decreased, and the tensile strength of the steel wire after corrosion decreased by nearly 5%; the geometric dimension of the steel wire etch pits all met a right-skewed distribution with a broader range of etch pit depth, mainly consisting of shallow spherical etch pits and deep ellipsoidal etch pits. The length, width, and depth sizes were mainly distributed in the range of 0.005 mm to 0.015 mm, 0.005 mm to 0.02 mm, and 0 mm to 0.04 mm; at the early stage of corrosion, the etch pits were first developed along the longitudinal direction. As the corrosion process progressed, the iron matrix participated in the electrochemical reaction, leading to the rapid expansion of the etch pits’ dimensions. The stress concentration effect at the bottom of the etch pit caused the maximum stress to approach 1800 MPa, with a stress concentration coefficient of more than 3.0; when the cable anchorage system was located in the connecting sleeve and the threaded splice seam, where corrosion protection was prone to failure, the outer steel wire bore most of the corrosive effects, and the internal cable was less eroded by the corrosive medium. Full article
(This article belongs to the Special Issue Recent Scientific Developments in Structural Damage Identification)
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<p>Cable entity.</p>
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<p>Steel wire dismantling site.</p>
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<p>Experimental design for accelerated corrosion: (<b>a</b>) experimental apparatus and (<b>b</b>) experimental circuit.</p>
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<p>Macroscopic morphology of steel wires after corrosion.</p>
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<p>Micromorphology of steel wires after corrosion: (<b>a</b>) Steel wire 1-1, (<b>b</b>) Steel wire 1-2, (<b>c</b>) Steel wire 1-3, (<b>d</b>) Steel wire 2-1, (<b>e</b>) Steel wire 2-2, (<b>f</b>) Steel wire 2-3, (<b>g</b>) Steel wire 3-1, (<b>h</b>) Steel wire 3-2, (<b>i</b>) Steel wire 3-3, (<b>j</b>) Steel wire 4-1, (<b>k</b>) Steel wire 4-2, and (<b>l</b>) Steel wire 4-3.</p>
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<p>Load-displacement relationship of damaged steel wire: (<b>a</b>) natural corrosion, (<b>b</b>) one wet-dry cycle, (<b>c</b>) three wet-dry cycles, and (<b>d</b>) five wet-dry cycles.</p>
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<p>Variation of steel wire tensile strength.</p>
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<p>Steel wire fracture morphology: (<b>a</b>) natural corrosion, (<b>b</b>) one wet-dry cycle, (<b>c</b>) three wet-dry cycles, and (<b>d</b>) five wet-dry cycles.</p>
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<p>Etch pit length frequency distribution.</p>
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<p>Etch pit width frequency distribution.</p>
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<p>Etch pit depth frequency distribution.</p>
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<p>Typical pit morphology on actual bridges.</p>
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<p>One-dimensional cellular state.</p>
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<p>Two-dimensional cellular state: (<b>a</b>) triangular grid, (<b>b</b>) square grid, and (<b>c</b>) hexagonal grid.</p>
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<p>Two-dimensional cellular neighbor types: (<b>a</b>) Von. Neumann, (<b>b</b>) Moore, and (<b>c</b>) Moore extension.</p>
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<p>Cellular automata initial mode.</p>
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<p>Etch pit morphology of steel wire: (<b>a</b>) corrosion process of galvanized layer and (<b>b</b>) corrosion process of iron substrate.</p>
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<p>Evolution of etch pit depth.</p>
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<p>Morphology of the largest etch pit at different time steps.</p>
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<p>The maximum depth of corrosion pits at different time steps.</p>
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<p>Morphology of maximum etch pits after seven and nine cycles of dry-wet alternation: (<b>a</b>) seven wet-dry cycles and (<b>b</b>) nine wet-dry cycles.</p>
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<p>The maximum depth of corrosion pits after seven and nine cycles of dry-wet alternation: (<b>a</b>) seven wet-dry cycles and (<b>b</b>) nine wet-dry cycles.</p>
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<p>Steel wire mesh division.</p>
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<p>The stress distribution condition within etch pits: (<b>a</b>) etch pit depth of 0.06 mm, (<b>b</b>) etch pit depth of 0.07 mm, and (<b>c</b>) etch pit depth of 0.08 mm.</p>
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<p>Comparison of stress cloud maps for different etch pits: (<b>a</b>) etch pit depth of 0.1 mm, (<b>b</b>) etch pit depth of 0.5 mm, (<b>c</b>) etch pit depth of 1.0 mm, (<b>d</b>) etch pit depth of 1.5 mm, (<b>e</b>) etch pit depth of 2.0 mm, (<b>f</b>) etch pit depth of 2.25 mm, (<b>g</b>) etch pit depth of 2.5 mm, and (<b>h</b>) etch pit depth of 2.75 mm.</p>
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<p>Comparison of stress cloud maps for different etch pits: (<b>a</b>) etch pit depth of 0.1 mm, (<b>b</b>) etch pit depth of 0.5 mm, (<b>c</b>) etch pit depth of 1.0 mm, (<b>d</b>) etch pit depth of 1.5 mm, (<b>e</b>) etch pit depth of 2.0 mm, (<b>f</b>) etch pit depth of 2.25 mm, (<b>g</b>) etch pit depth of 2.5 mm, and (<b>h</b>) etch pit depth of 2.75 mm.</p>
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<p>Stress concentration under different etch pit depths: (<b>a</b>) maximum stress and (<b>b</b>) stress concentration factor.</p>
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<p>Changes in tensile strength at different etch pit depths.</p>
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<p>Schematic diagram of uniform and local corrosion.</p>
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<p>Microstructure corrosion process diagram of steel wire.</p>
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<p>Steel wire numbering inside the cable.</p>
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<p>Physical appearance of steel wires in each circle: (<b>a</b>) Circle 1, (<b>b</b>) Circle 2, (<b>c</b>) Circle 3, (<b>d</b>) Circle 4, (<b>e</b>) Circle 5, and (<b>f</b>) Circle 6.</p>
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<p>Cable cross-sectional corrosive medium diffusion and damage distribution.</p>
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17 pages, 12718 KiB  
Article
Probabilistic Modeling of Congested Traffic Scenarios on Long-Span Bridges
by Xuejing Wang, Xin Ruan, Joan R. Casas and Mingyang Zhang
Appl. Sci. 2024, 14(20), 9525; https://doi.org/10.3390/app14209525 - 18 Oct 2024
Viewed by 504
Abstract
This paper aims to extend a previously developed probabilistic model for simulating extreme response scenarios to include congested traffic flow on long-span bridges, addressing the challenge of accurately modeling traffic loads under changing conditions. While the model was initially designed for free-flow traffic, [...] Read more.
This paper aims to extend a previously developed probabilistic model for simulating extreme response scenarios to include congested traffic flow on long-span bridges, addressing the challenge of accurately modeling traffic loads under changing conditions. While the model was initially designed for free-flow traffic, this study demonstrates how it can be adapted for congested conditions, with the objective of improving the accuracy of traffic load models. To overcome the limitation of traditional Weigh-in-Motion (WIM) systems in capturing congested traffic, congested flow characteristics were inferred from available free-flow data. The cellular automata (CA) method was applied to generate realistic congested traffic scenarios, which were used as input for the probabilistic model. Key simulation parameters, such as cell length and vehicle weight distribution, were adjusted to reflect congested conditions. The results validate the model’s flexibility, showing how, with the adaptation of some parameters, it can simulate both free-flow and congested traffic patterns effectively. This research provides a basis for improving traffic load models used in the design and assessment of long-span bridges, addressing the current limitations in existing codes and standards. Full article
(This article belongs to the Special Issue Vibration Monitoring and Control of the Built Environment)
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<p>Influence line of bending moment at mid-span of cable-stayed bridge.</p>
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<p>Longitudinal layout of the investigated bridge (m).</p>
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<p>Histogram of occurrence times of free-flow extreme response scenarios.</p>
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<p>The average hourly traffic and ratio of response to D60 for extreme response scenarios during daytime.</p>
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<p>GVW distribution of (<b>a</b>) high hourly traffic volume extreme response scenarios; (<b>b</b>) high response value extreme response scenarios; and (<b>c</b>) WIM data.</p>
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<p>The (<b>a</b>) average speed histogram; (<b>b</b>) traffic flow histogram for each hour; and (<b>c</b>) GVW histogram of the generated congested traffic.</p>
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<p>The probability of occurrence of vehicles in each cell on the outer lanes.</p>
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<p>Probabilities of a cell to be occupied by a vehicle in an extreme response scenario and congested flow for load effect 1. (<b>a</b>) Inner lane, (<b>b</b>) outer lane.</p>
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<p>Data and fitting of GVW in (<b>a</b>) inner lanes and (<b>b</b>) outer lanes.</p>
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<p>Samples of extreme response scenarios of congestion flow (effect 1).</p>
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<p>Comparison of ignoring light vehicles and not ignoring light vehicles in a congestion scenario.</p>
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<p>Samples of simulated congestion scenarios using the probabilistic model (effect 1).</p>
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21 pages, 20974 KiB  
Article
Demonstrating the Underestimated Effect of Landscape Pattern on Total Nitrogen and Total Phosphorus Concentrations Based on Cellular Automata–Markov Model in Taihu Lake Basin
by Yanan Wang, Guishan Yang, Saiyu Yuan, Jiacong Huang and Hongwu Tang
Land 2024, 13(10), 1620; https://doi.org/10.3390/land13101620 - 5 Oct 2024
Viewed by 693
Abstract
The expanding cropland profoundly affects stream water quality. However, the relationships between landscape patterns and stream water quality in different cropland composition classes remain unclear. We observed total nitrogen (TN), total phosphorus (TP) concentrations, and landscape patterns changed in 78 sub-watersheds of the [...] Read more.
The expanding cropland profoundly affects stream water quality. However, the relationships between landscape patterns and stream water quality in different cropland composition classes remain unclear. We observed total nitrogen (TN), total phosphorus (TP) concentrations, and landscape patterns changed in 78 sub-watersheds of the Taihu Lake Basin’s Jiangsu segment from 2005 to 2020. The results showed that cropland area was positively correlated with TN and TP concentrations. The 21.10% reduction in cropland area, coupled with a 41.00% increase in building land, has led to an escalation in cropland fragmentation. Meanwhile, TN and TP concentrations declined by 26.67% and 28.57%, respectively. Partial least squares suggested that forest interspersion and juxtaposition metrics and forest area percentage were dominant factors influencing water quality in high- and medium-density cropland zones, respectively. The Cellular Automata–Markov Model shows reasonable distribution of forests. Scenarios with enhanced forest interspersion and juxtaposition metrics (75.28 to 91.12) showed reductions in TP (26.92% to 34.61%) and TN (18.45% to 25.89%) concentrations by 2025 compared to a natural economic development scenario. Landscape configuration optimization could assist managers in improving water quality. Full article
(This article belongs to the Special Issue Geospatial Data for Landscape Change)
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<p>Location (<b>a</b>) in the Jiangsu section of the Taihu Lake Basin, and (<b>b</b>) topographic and water quality sites.</p>
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<p>(<b>a</b>) Area proportion; (<b>b</b>) spatial distribution of changes in landscape composition; (<b>c</b>) and LULC during 2005–2020.</p>
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<p>Spatial and temporal changes in sub-watershed classification, (<b>a</b>) spatial location of sub-basin classification; (<b>b</b>) area of sub-basin classification; (<b>c</b>) temporal changes in sub-basin classification.</p>
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<p>TN and TP concentration variations in two categories including cropland density levels (<b>a</b>–<b>d</b>) and administrative (<b>e</b>–<b>h</b>) during two time periods.</p>
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<p>The response coefficients of landscape composition metrics, configuration metrics, and human activity intensity index to water quality changed at (<b>a</b>) the watershed, (<b>b</b>) high-density cropland zones, (<b>c</b>) medium-density cropland zones, (<b>d</b>) low-density cropland zones.</p>
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<p>(<b>a</b>) Development scenario, (<b>b</b>) scenarios state of each landscape metric, and (<b>c</b>) TN and TP concentrations for predicted scenarios.</p>
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<p>The distribution of LULC was driven by factors such as (<b>a</b>) distance to road, (<b>b</b>) distance to river, (<b>c</b>) slope, (<b>d</b>) DEM, and (<b>e</b>) night lighting.</p>
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<p>Comparing actual landscape maps in (<b>a</b>) 2015, (<b>b</b>) 2020, and simulated maps in (<b>c</b>) 2020.</p>
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<p>Ranking the importance of the driven factors (<b>a</b>) and the probability (<b>b</b>) distribution.</p>
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13 pages, 3558 KiB  
Article
Multi-Layer QCA Reversible Full Adder-Subtractor Using Reversible Gates for Reliable Information Transfer and Minimal Power Dissipation on Universal Quantum Computer
by Jun-Cheol Jeon
Appl. Sci. 2024, 14(19), 8886; https://doi.org/10.3390/app14198886 - 2 Oct 2024
Viewed by 610
Abstract
The effects of quantum mechanics dominate nanoscale devices, where Moore’s law no longer holds true. Additionally, with the recent rapid development of quantum computers, the development of reversible gates to overcome the problems of energy and information loss and the nano-level quantum-dot cellular [...] Read more.
The effects of quantum mechanics dominate nanoscale devices, where Moore’s law no longer holds true. Additionally, with the recent rapid development of quantum computers, the development of reversible gates to overcome the problems of energy and information loss and the nano-level quantum-dot cellular automata (QCA) technology to efficiently implement them are in the spotlight. In this study, a full adder-subtractor, a core operation of the arithmetic and logic unit (ALU), the most important hardware device in computer operations, is implemented as a circuit capable of reversible operation using QCA-based reversible gates. The proposed circuit consists of one reversible QCA gate and two Feynman gates and is designed as a multi-layer structure for efficient use of area and minimization of delay. The proposed circuit is tested on QCADesigner 2.0.3 and QCADesigner-E 2.2 and shows the best performance and lowest energy dissipation. In particular, it shows tremendous improvement rates of 180% and 562% in two representative standard design cost indicators compared to the best existing studies, and also shows the highest circuit average output polarization. Full article
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<p>QCA logic gates: (<b>a</b>) 3-input majority gate; (<b>b</b>) AND gate; (<b>c</b>) OR gate; (<b>d</b>) rotated 3-input majority gate; (<b>e</b>) robust NOT gate; (<b>f</b>) simple NOT gate.</p>
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<p>Four states of the QCA clock.</p>
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<p>Logic diagram of RFA proposed by Hashemi et al. [<a href="#B33-applsci-14-08886" class="html-bibr">33</a>].</p>
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<p>Logic diagram of RFAS proposed by Taherkhani et al. [<a href="#B35-applsci-14-08886" class="html-bibr">35</a>].</p>
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<p>Logic diagram of RFAS proposed by Ahmad et al. [<a href="#B36-applsci-14-08886" class="html-bibr">36</a>].</p>
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<p>Logic diagram of RFAS proposed by Ahmad et al. [<a href="#B37-applsci-14-08886" class="html-bibr">37</a>].</p>
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<p>Proposed QCA implementation of reversible gates: (<b>a</b>) FG; (<b>b</b>) RQG.</p>
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<p>QCA implementation of the proposed RFAS: (<b>a</b>) top view; (<b>b</b>) first layer; (<b>c</b>) second layer; (<b>d</b>) third layer.</p>
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<p>Simulation results of the proposed RFAS circuit.</p>
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22 pages, 4862 KiB  
Article
Theoretical Hints to Optimize Energy Dissipation and Cell–Cell Response in Quantum Cellular Automata Based on Tetrameric and Bidimeric Cells
by Andrew Palii, Shmuel Zilberg and Boris Tsukerblat
Magnetochemistry 2024, 10(10), 73; https://doi.org/10.3390/magnetochemistry10100073 - 30 Sep 2024
Viewed by 538
Abstract
This article is largely oriented towards the theoretical foundations of the rational design of molecular cells for quantum cellular automata (QCA) devices with optimized properties. We apply the vibronic approach to the analysis of the two key properties of such molecular cells, namely [...] Read more.
This article is largely oriented towards the theoretical foundations of the rational design of molecular cells for quantum cellular automata (QCA) devices with optimized properties. We apply the vibronic approach to the analysis of the two key properties of such molecular cells, namely the cell–cell response and energy dissipation in the course of the non-adiabatic switching of the electric field acting on the cell. We consider two kinds of square planar cells, namely cells represented by a two-electron tetrameric mixed valence (MV) cluster and bidimeric cells composed of two one-electron MV dimeric half-cells. The model includes vibronic coupling of the excess electrons with the breathing modes of the redox sites, electron transfer, intracell interelectronic Coulomb repulsion, and also the interaction of the cell with the electric field of polarized neighboring cells. For both kinds of cells, the heat release is shown to be minimal in the case of strong delocalization of excess electrons (weak vibronic coupling and/or strong electron transfer) exposed to a weak electric field. On the other hand, such a parametric regime proves to be incompatible with a strong nonlinear cell–cell response. To reach a compromise between low energy dissipation and a strong cell–cell response, we suggest using weakly interacting MV molecules with weak electron delocalization as cells. From this point of view, bidimeric cells are advantageous over tetrameric ones due to their smaller number of electron transfer pathways, resulting in a lower extent of electron delocalization. The distinct features of bidimeric cells, such as their two possible mutual arrangements (“side-by-side” and “head-to-tail”), are discussed as well. Finally, we briefly discuss some relevant results from a recent ab initio study on electron transfer and vibronic coupling from the perspective of the possibility of controlling the key parameters of molecular QCA cells. Full article
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<p>Two examples of the tetrameric square-planar molecular cell for QCA representing the tetraruthenium Creutz–Taube derivatives. (<b>a</b>) Illustration for the case of electron transfer along the sides and (<b>b</b>) the case of transfer along the diagonals.</p>
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<p>Schematic representation of the electronic populations of sites in the polarized bidimeric square-planar driver-cell (<b>a</b>) and in tetrameric driver-cell (<b>b</b>). Both such cells can be regarded as electric quadrupoles. Red balls denote the sites occupied by electrons.</p>
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<p>Head-to-tail (<b>a</b>) and side-by-side (<b>b</b>) mutual arrangements of the bidimeric square cells.</p>
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<p>Schematic representation of the nonadiabatic switching cycle of a bidimeric working cell under the influence of a sudden change in the Coulomb field of the driver-cell. The image of the switching cycle for the tetrameric cell looks quite similar.</p>
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<p>Scheme of the low-lying spin levels of the two-electron square planar MV tetrameric system in the strong Coulomb repulsion limit (<b>a</b>) and the scheme of the adiabatic potentials in the PKS vibronic model with <math display="inline"><semantics> <mrow> <mo>ℏ</mo> <mi>ω</mi> <mrow> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </mrow> <mo>/</mo> <mrow> <mo>ℏ</mo> <mi>ω</mi> </mrow> </mrow> <mo>=</mo> <mn>0.5</mn> <mo>,</mo> <mo> </mo> </mrow> </semantics></math><span class="html-italic">υ</span>/<math display="inline"><semantics> <mrow> <mo>ℏ</mo> <mi>ω</mi> <mo>=</mo> <mn>2.5</mn> </mrow> </semantics></math>, where <span class="html-italic">q</span> is the vibrational coordinate of the out-of-phase PKS vibration, <math display="inline"><semantics> <mrow> <mi>ω</mi> </mrow> </semantics></math> is the frequency of this vibration, and <span class="html-italic">υ</span> is the vibronic coupling parameter (<b>b</b>).</p>
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<p>Dependences of low-temperature specific heat release on the vibronic PKS coupling parameter, calculated in the limit of strong Coulomb interaction inside the cell. Tetrameric cells: curve 1:<math display="inline"><semantics> <mrow> <mi mathvariant="normal">u</mi> <mrow> <mo>=</mo> </mrow> <mrow> <mn>20</mn> <mo> </mo> <mi mathvariant="normal">c</mi> </mrow> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>50</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>; 2: <math display="inline"><semantics> <mrow> <mi mathvariant="normal">u</mi> <mo>=</mo> <mrow> <mn>20</mn> <mo> </mo> <mi mathvariant="normal">c</mi> </mrow> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>100</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>; 3: <math display="inline"><semantics> <mrow> <mi mathvariant="normal">u</mi> <mo>=</mo> <mrow> <mn>10</mn> <mo> </mo> <mi mathvariant="normal">c</mi> </mrow> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>50</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>; 4: <math display="inline"><semantics> <mrow> <mi mathvariant="normal">u</mi> <mo>=</mo> <mrow> <mn>10</mn> <mo> </mo> <mi mathvariant="normal">c</mi> </mrow> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>100</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo>.</mo> </mrow> </semantics></math> Bidimeric cells: 5: <math display="inline"><semantics> <mrow> <mi mathvariant="normal">u</mi> <mo>=</mo> <mrow> <mn>20</mn> <mo> </mo> <mi mathvariant="normal">c</mi> </mrow> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>100</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>; 6: <math display="inline"><semantics> <mrow> <mi mathvariant="normal">u</mi> <mo>=</mo> <mrow> <mn>20</mn> <mo> </mo> <mi mathvariant="normal">c</mi> </mrow> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>200</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>; 7: <math display="inline"><semantics> <mrow> <mi mathvariant="normal">u</mi> <mo>=</mo> <mrow> <mn>10</mn> <mo> </mo> <mi mathvariant="normal">c</mi> </mrow> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>100</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>; 8: <math display="inline"><semantics> <mrow> <mi mathvariant="normal">u</mi> <mo>=</mo> <mrow> <mn>10</mn> <mo> </mo> <mi mathvariant="normal">c</mi> </mrow> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>200</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>. In all calculations presented in this figure, the vibrational quantum is set to <math display="inline"><semantics> <mrow> <mo>ℏ</mo> <mi>ω</mi> <mo>=</mo> <mn>1605</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math>.</p>
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<p>Low-temperature cell–cell response functions calculated in the limiting case of strong Coulomb interaction for tetrameric cells with <math display="inline"><semantics> <mrow> <mo>ℏ</mo> <mi>ω</mi> <mo>=</mo> <mn>1605</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo> </mo> <mi mathvariant="normal">a</mi> <mi mathvariant="normal">n</mi> <mi mathvariant="normal">d</mi> <mi>υ</mi> <mo>=</mo> <mn>3500</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math> and the three sets of <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>u</mi> </mrow> </semantics></math> values shown in the plots (<b>a</b>) and for tetrameric cells with <math display="inline"><semantics> <mrow> <mo>ℏ</mo> <mi>ω</mi> <mo>=</mo> <mn>1605</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo> </mo> <mi mathvariant="normal">a</mi> <mi mathvariant="normal">n</mi> <mi mathvariant="normal">d</mi> <mo> </mo> <msub> <mrow> <mi>t</mi> </mrow> <mrow> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>50</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math> and three sets of <span class="html-italic">υ</span> and <span class="html-italic">u</span> values shown in the plots. (<b>b</b>) The corresponding calculated values of specific heat release are also shown in the plots.</p>
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<p>Dependences of specific heat release on the vibronic PKS coupling parameter, calculated in the low-temperature limit for a tetrameric cell with a violated limit of strong Coulomb interaction with <math display="inline"><semantics> <mrow> <mi>t</mi> <mo>=</mo> <mn>1573</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo>,</mo> <mo> </mo> <mi mathvariant="normal">ℏ</mi> <mi>ω</mi> <mo>=</mo> <mn>1605</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo>,</mo> <mrow> <mi>and</mi> <mo> </mo> </mrow> <mi>b</mi> <mo>=</mo> <mn>6.973</mn> <mo> </mo> <mo>Å</mo> </mrow> </semantics></math> and two intercell distances shown in the plots.</p>
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<p>Low-temperature cell–cell response functions for a tetrameric cell evaluated beyond the limit of strong Coulomb interaction with <math display="inline"><semantics> <mrow> <mi>t</mi> <mo>=</mo> <mn>1573</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo>,</mo> <mo> </mo> <mi mathvariant="normal">ℏ</mi> <mi>ω</mi> <mo>=</mo> <mn>1605</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo>,</mo> <mrow> <mi>and</mi> <mo> </mo> </mrow> <mi>b</mi> <mo>=</mo> <mn>6.973</mn> <mo> </mo> <mo>Å</mo> </mrow> </semantics></math> and the three sets of <math display="inline"><semantics> <mi>c</mi> </semantics></math> and <math display="inline"><semantics> <mi>υ</mi> </semantics></math> values shown in the plots. The corresponding calculated values of the specific heat release are also shown.</p>
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<p>The dependences of low-temperature specific heat release on the vibronic parameter evaluated for the two mutual arrangements of the bidimeric cells with a violated limit of strong Coulomb interaction at <math display="inline"><semantics> <mrow> <mi>t</mi> <mo>=</mo> <mn>1573</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo>,</mo> <mo> </mo> <mo> </mo> <mi mathvariant="normal">ℏ</mi> <mi>ω</mi> <mo>=</mo> <mn>1605</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo>,</mo> <mi>b</mi> <mo>=</mo> <mn>6.973</mn> <mo> </mo> <mo>Å</mo> <mo>,</mo> <mo> </mo> <mi mathvariant="normal">a</mi> <mi mathvariant="normal">n</mi> <mi mathvariant="normal">d</mi> <mo> </mo> <mi>c</mi> <mo>=</mo> <mn>15</mn> <mo> </mo> <mo>Å</mo> </mrow> </semantics></math>.</p>
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<p>Cell–cell response functions evaluated for two mutual arrangements of bidimeric cells with a violated limit of strong Coulomb interaction at <math display="inline"><semantics> <mrow> <mi>t</mi> <mo>=</mo> <mn>1573</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo>,</mo> <mo>ℏ</mo> <mi>ω</mi> <mo>=</mo> <mn>1605</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> <mo>,</mo> <mo> </mo> <mi>b</mi> <mo>=</mo> <mn>6.973</mn> <mo> </mo> <mo>Å</mo> <mo>,</mo> <mo> </mo> <mi mathvariant="normal">a</mi> <mi mathvariant="normal">n</mi> <mi mathvariant="normal">d</mi> <mo> </mo> <mi>c</mi> <mo>=</mo> <mn>15</mn> <mo> </mo> <mo>Å</mo> </mrow> </semantics></math> and the following two values of <math display="inline"><semantics> <mi>υ</mi> </semantics></math>: <math display="inline"><semantics> <mrow> <mi>υ</mi> <mo>=</mo> <mn>3500</mn> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math> (<b>a</b>), <math display="inline"><semantics> <mrow> <mi>υ</mi> <mo> </mo> <mrow> <mo>=</mo> <mn>4000</mn> </mrow> <mo> </mo> <mi mathvariant="normal">c</mi> <msup> <mrow> <mi mathvariant="normal">m</mi> </mrow> <mrow> <mo>−</mo> <mn>1</mn> </mrow> </msup> </mrow> </semantics></math> (<b>b</b>).</p>
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<p>Schemes of the bidimeric cells composed of two MV dimers: [C<sub>12</sub>H<sub>12</sub>]<sup>+</sup> (<b>a</b>) and [C<sub>17</sub>H<sub>16</sub>]<sup>+</sup> (<b>b</b>) [<a href="#B41-magnetochemistry-10-00073" class="html-bibr">41</a>]; radical-cation forms of 1,4-diallyl-butane with a saturated bridge (<b>c</b>); radical-cation forms of 1,4-diallyl-butene-2 with an unsaturated bridge [<a href="#B46-magnetochemistry-10-00073" class="html-bibr">46</a>] (<b>d</b>).</p>
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20 pages, 6774 KiB  
Article
A Driving Warning System for Explosive Transport Vehicles Based on Object Detection Algorithm
by Jinshan Sun, Ronghuan Zheng, Xuan Liu, Weitao Jiang and Mutian Jia
Sensors 2024, 24(19), 6339; https://doi.org/10.3390/s24196339 - 30 Sep 2024
Viewed by 487
Abstract
Due to the flammable and explosive nature of explosives, there are significant potential hazards and risks during transportation. During the operation of explosive transport vehicles, there are often situations where the vehicles around them approach or change lanes abnormally, resulting in insufficient avoidance [...] Read more.
Due to the flammable and explosive nature of explosives, there are significant potential hazards and risks during transportation. During the operation of explosive transport vehicles, there are often situations where the vehicles around them approach or change lanes abnormally, resulting in insufficient avoidance and collision, leading to serious consequences such as explosions and fires. Therefore, in response to the above issues, this article has developed an explosive transport vehicle driving warning system based on object detection algorithms. Consumer-level cameras are flexibly arranged around the vehicle body to monitor surrounding vehicles. Using the YOLOv4 object detection algorithm to identify and distance surrounding vehicles, using a game theory-based cellular automaton model to simulate the actual operation of vehicles, simulating the driver’s decision-making behavior when encountering other vehicles approaching or changing lanes abnormally during actual driving. The cellular automaton model was used to simulate two scenarios of explosive transport vehicles equipped with and without warning systems. The results show that when explosive transport vehicles encounter the above-mentioned dangerous situations, the warning system can timely issue warnings, remind drivers to make decisions, avoid risks, ensure the safety of vehicle operation, and verify the effectiveness of the warning system. Full article
(This article belongs to the Section Sensing and Imaging)
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Figure 1
<p>Framework diagram of research ideas.</p>
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<p>Schematic diagram of monocular camera ranging principle.</p>
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<p>Dimensions of freight cars.</p>
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<p>Camera layout.</p>
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<p>Camera appearance.</p>
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<p>YOLOv4 network structure [<a href="#B19-sensors-24-06339" class="html-bibr">19</a>].</p>
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<p>Example of vehicle data images.</p>
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<p>Training images and box labels.</p>
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<p>Enhanced training dataset.</p>
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<p>The results of training.</p>
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<p>PR curve.</p>
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<p>Loss function curve.</p>
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<p>Capturing vehicle image information (safe vehicle distance).</p>
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<p>Capture vehicle image information (when the current rear distance is less than 60 m or the left and right distance is less than 1.5 m).</p>
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<p>Lane-changing rules.</p>
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<p>Flow chart of simulation steps for cellular automata.</p>
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<p>Traffic flow statistics.</p>
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<p>Statistical chart of average vehicle speed.</p>
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<p>Statistical chart of average vehicle density.</p>
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<p>Simulation process of cellular automata (time step 291).</p>
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<p>Program warning interface.</p>
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<p>Collision statistics without warning system.</p>
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<p>Collision statistics equipped with warning system.</p>
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25 pages, 7993 KiB  
Article
Multi-Objective Majority–Minority Cellular Automata Algorithm for Global and Engineering Design Optimization
by Juan Carlos Seck-Tuoh-Mora, Ulises Hernandez-Hurtado, Joselito Medina-Marín, Norberto Hernández-Romero and Liliana Lizárraga-Mendiola
Algorithms 2024, 17(10), 433; https://doi.org/10.3390/a17100433 - 27 Sep 2024
Viewed by 679
Abstract
When dealing with complex models in real situations, many optimization problems require the use of more than one objective function to adequately represent the relevant characteristics of the system under consideration. Multi-objective optimization algorithms that can deal with several objective functions are necessary [...] Read more.
When dealing with complex models in real situations, many optimization problems require the use of more than one objective function to adequately represent the relevant characteristics of the system under consideration. Multi-objective optimization algorithms that can deal with several objective functions are necessary in order to obtain reasonable results within an adequate processing time. This paper presents the multi-objective version of a recent metaheuristic algorithm that optimizes a single objective function, known as the Majority–minority Cellular Automata Algorithm (MmCAA), inspired by cellular automata operations. The algorithm presented here is known as the Multi-objective Majority–minority Cellular Automata Algorithm (MOMmCAA). The MOMmCAA adds repository management and multi-objective search space density control to complement the performance of the MmCAA and make it capable of optimizing multi-objective problems. To evaluate the performance of the MOMmCAA, results on benchmark test sets (DTLZ, quadratic, and CEC-2020) and real-world engineering design problems were compared against other multi-objective algorithms recognized for their performance (MOLAPO, GS, MOPSO, NSGA-II, and MNMA). The results obtained in this work show that the MOMmCA achieves comparable performance with the other metaheuristic methods, demonstrating its competitiveness for use in multi-objective problems. The MOMmCAA was implemented in MATLAB and its source code can be consulted in GitHub. Full article
(This article belongs to the Special Issue Metaheuristic Algorithms in Optimal Design of Engineering Problems)
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Graphical abstract
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<p>Examples of cellular automata with two states and a neighborhood size of 3, applying majority, minority, and majority with probability evolution rules.</p>
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<p>Majority–minority Cellular Automata Algorithm (MmCAA) [<a href="#B42-algorithms-17-00433" class="html-bibr">42</a>].</p>
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<p>PS repository management using <math display="inline"><semantics> <mrow> <mi>P</mi> <mi>F</mi> </mrow> </semantics></math> hypercubes.</p>
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<p>Representative <span class="html-italic">PF</span>s obtained by the seven MOEAs on the DLTZ benchmark.</p>
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<p>Representative PFs obtained by the six MOEAs on the Quadratic benchmark set.</p>
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<p>Representative PFs obtained by the six MOEAs on the CEC2020 benchmark set.</p>
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<p>Description of the four-bar truss design problem.</p>
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<p>Description of the disk brake design problem.</p>
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<p>Representative PFs obtained by the six MOEAs on the two engineering design problems.</p>
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22 pages, 3493 KiB  
Article
A Coupled River–Overland (1D-2D) Model for Fluvial Flooding Assessment with Cellular Automata
by Hsiang-Lin Yu, Tsang-Jung Chang, Chia-Ho Wang and Shyh-Yuan Maa
Water 2024, 16(18), 2703; https://doi.org/10.3390/w16182703 - 23 Sep 2024
Viewed by 876
Abstract
To provide accurate and efficient forecasting of fluvial flooding assessment in the river basin, the present study links the well-known CA-based urban inundation modeling (2D-OFM-CA) with a one-dimensional river flow model (1D-RFM) as a coupled 1D-2D river–overland modeling. Rules to delineate the geometric [...] Read more.
To provide accurate and efficient forecasting of fluvial flooding assessment in the river basin, the present study links the well-known CA-based urban inundation modeling (2D-OFM-CA) with a one-dimensional river flow model (1D-RFM) as a coupled 1D-2D river–overland modeling. Rules to delineate the geometric linking between the 1D-RFM and 2D-OFM-CA along embankments are developed. The corresponding exchanged water volume across an embankment is then computed by using the free and submerged weir flow formulas. The applicability of the proposed coupled model on fluvial flooding assessment is then assessed and compared with a well-recognized commercial software (HEC-RAS model) through an idealized fluvial case and an extensively studied real-scale fluvial case in the Severn River Basin. Based on the simulated results concerning the numerical accuracy, the coupled model is found to give similar results in the aspects of the river flow and overland flow modeling in both two study cases, which demonstrates the effectiveness of the linking methodology between the 1D-RFM and 2D-OFM-CA. From the viewpoint of numerical efficiency, the coupled model is 47% and 41% faster than the HEC-RAS model in the two cases, respectively. The above results indicate that the coupled model can reach almost the same accuracy as the HEC-RAS model with an obvious reduction in its computational time. Hence, it is concluded that the coupled model has considerable potential to be an effective alternative for fluvial flooding assessment in the river basin. Full article
(This article belongs to the Special Issue Advances in Hydraulic and Water Resources Research (2nd Edition))
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<p>The schematic illustration of the geometric linking methodology between the 1D-RFM and 2D-OFM-CA.</p>
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<p>(<b>a</b>) The configuration of the idealized study case. The locations of the two measured stations in the river for inspecting water level and discharge hydrographs are plotted in the figure as well. (<b>b</b>) The input rainfall data on Floodplain A that introduces lateral surface runoffs into the river and subsequently causes overtopping discharges to Floodplain B.</p>
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<p>The comparison of the water level and discharge hydrographs between the two models. (<b>a</b>) The simulated water level hydrographs and (<b>b</b>) the simulated water discharge hydrographs at the measured station P1. (<b>c</b>) The simulated water level hydrographs and (<b>d</b>) the simulated water discharge hydrographs at the measured station P2.</p>
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<p>The comparison of the 1D–2D exchanged discharges between the HEC-RAS model and coupled model. (<b>a</b>) The discharge hydrographs from Floodplain A to the river. (<b>b</b>) The overtopping discharge hydrographs from the river to Floodplain B.</p>
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<p>The simulated flood maps of (<b>a</b>) the coupled model and (<b>b</b>) the HEC-RAS model in the idealized study case, respectively.</p>
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<p>The real-scale study case in the Severn River basin. (<b>a</b>) The map of the modeled reach of the River Severn and the three floodplains. The digital elevation model, locations of the forty-two cross-sections, three floodplains, and 16 m contour lines for defining the simulated boundaries of overland flow modeling are plotted for illustration. The four cross-sections for accuracy comparison (i.e., M015, M025, M035, and M045) are highlighted with four purple rectangles. The upstream and downstream sides of the river are also marked. (<b>b</b>) The locations of the left and right banks along the river and eighteen observed points for accuracy comparison in the overland flow modeling. (<b>c</b>) The inflow discharge series at the upstream start of the modeled river. (<b>d</b>) The rating curve prescribed as the boundary condition at the downstream end of the modeled river.</p>
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<p>The simulated water level hydrographs of the cross-sections (<b>a</b>) M015, (<b>b</b>) M025, (<b>c</b>) M035, and (<b>d</b>) M045, respectively, of the two models in the basin-scale study case.</p>
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<p>The simulated water level hydrographs at the observed points (<b>a</b>) O1, (<b>b</b>) O2, (<b>c</b>) O6, (<b>d</b>) O8, (<b>e</b>) O9, (<b>f</b>) O11, (<b>g</b>) O12, (<b>h</b>) O14, and (<b>i</b>) O17, respectively, in the basin-scale study case.</p>
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<p>The simulated flood extents of the (<b>a</b>) coupled model and (<b>b</b>) HEC-RAS model, respectively, in the basin-scale study case.</p>
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