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30 pages, 13318 KiB  
Article
Towards a System Dynamics Framework for Human–Machine Learning Decisions: A Case Study of New York Citi Bike
by Ganesh Sankaran, Marco A. Palomino, Martin Knahl and Guido Siestrup
Appl. Sci. 2024, 14(22), 10647; https://doi.org/10.3390/app142210647 - 18 Nov 2024
Viewed by 334
Abstract
The growing number of algorithmic decision-making environments, which blend machine and bounded human rationality, strengthen the need for a holistic performance assessment of such systems. Indeed, this combination amplifies the risk of local rationality, necessitating a robust evaluation framework. We propose a novel [...] Read more.
The growing number of algorithmic decision-making environments, which blend machine and bounded human rationality, strengthen the need for a holistic performance assessment of such systems. Indeed, this combination amplifies the risk of local rationality, necessitating a robust evaluation framework. We propose a novel simulation-based model to quantify algorithmic interventions within organisational contexts, combining causal modelling and data science algorithms. To test our framework’s viability, we present a case study based on a bike-share system focusing on inventory balancing through crowdsourced user actions. Utilising New York’s Citi Bike service data, we highlight the frequent misalignment between incentives and their necessity. Our model examines the interaction dynamics between user and service provider rule-driven responses and algorithms predicting flow rates. This examination demonstrates why understanding these dynamics is essential for devising effective incentive policies. The study showcases how sophisticated machine learning models, with the ability to forecast underlying market demands unconstrained by historical supply issues, can cause imbalances that induce user behaviour, potentially spoiling plans without timely interventions. Our approach allows problems to surface during the design phase, potentially avoiding costly deployment errors in the joint performance of human and AI decision-makers. Full article
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<p>Double-loop learning applied to refine collaborative human–AI decision-making.</p>
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<p>Overview of the modelling framework.</p>
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<p>Analysis of suboptimal incentive timing at a Citi Bike station during August 2023, showcasing opportunities for improved inventory management through better-aligned incentives.</p>
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<p>Causal Loop Diagram illustrating the feedback structures involved in bike-share inventory balancing and the hypothesised influences on system performance.</p>
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<p>High-level overview of the bike-share inventory model, highlighting the main flows of rentals and returns and their interconnections within the system.</p>
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<p>Data pipeline detailing the flow from raw demand and incentive data collection to the processing steps that generate critical input for forecasting models.</p>
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<p>Causal impact analysis showing the effect of incentives on rental demand for one test day, illustrating key results.</p>
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<p>Diagram of the stocks and flows structure, demonstrating how key system elements interact in the simulation model.</p>
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<p>Focused view of a single station’s stocks and flows structure, illustrating how return dynamics are modelled.</p>
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<p>Comparative analysis of availability factor curves under two levels of responsiveness.</p>
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<p>Comparative analysis of risk perception curves under two levels of responsiveness.</p>
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<p>Simplified representation of the partial testing model used for verifying local rationality before full-scale integration.</p>
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<p>Bias correction analysis in the partial testing phase to enhance ML forecast accuracy and reduce systematic errors.</p>
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<p>Generated demand variability scenarios for testing station response at “E 16 St and 5 Ave” on 24 August.</p>
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<p>Performance results from simulation runs across 432 policy scenarios with decision parameters varied.</p>
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<p>Analysis of key stock and flow variables influencing performance at two different risk perception delay values (orange for the yin cluster, grey for the yang cluster).</p>
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<p>Analysis of key stock and flow variables influencing performance at two different availability perception delay values (orange for the yin cluster, grey for the yang cluster).</p>
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<p>Impact of demand perturbation until 10 AM on station performance, with the figure illustrating results for the yin cluster.</p>
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<p>CLD of the bike-share two-stock model.</p>
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29 pages, 12659 KiB  
Article
Characterization of Groundwater Geochemistry in an Esker Aquifer in Western Finland Based on Three Years of Monitoring Data
by Samrit Luoma, Jarkko Okkonen, Kirsti Korkka-Niemi, Nina Hendriksson and Miikka Paalijärvi
Water 2024, 16(22), 3301; https://doi.org/10.3390/w16223301 - 17 Nov 2024
Viewed by 522
Abstract
This study investigated the hydrogeochemistry of a shallow Quaternary sedimentary aquifer in an esker deposition in western Finland, where distinct spatial and temporal variability in groundwater hydrogeochemistry has been observed. Field investigation and hydrogeochemical data were obtained from autumn 2010 to autumn 2013. [...] Read more.
This study investigated the hydrogeochemistry of a shallow Quaternary sedimentary aquifer in an esker deposition in western Finland, where distinct spatial and temporal variability in groundwater hydrogeochemistry has been observed. Field investigation and hydrogeochemical data were obtained from autumn 2010 to autumn 2013. The data were analyzed using the multivariate statistical methods principal component analysis (PCA) and hierarchical cluster analysis (HCA), in conjunction with groundwater classification based on the main ionic composition. The stable isotope ratios of δ18O and δD were used to determine the origin of the groundwater and its connection to surface water bodies. The groundwater geochemistry is characterized by distinct redox zones caused by the influence of organic matter, pyrite oxidation, and preferential flow pathways due to different hydrogeological conditions. The groundwater is of the Ca-HCO3 type and locally of the Ca-HCO3-SO4 type, with low TDS, alkalinity, and pH, but elevated Fe and Mn concentrations, KMnO4 consumption, and, occasionally, Ni concentrations. The decomposition of organic matter adds CO2 to the groundwater, and in this study, the dissolution of CO2 was found to increase the pH and enhance the buffering capacity of the groundwater. The mobility of redox-sensitive elements and trace metals is controlled by pH and redox conditions, which are affected by the pumping rate, precipitation, and temperature. With the expected future increases in precipitation and temperature, the buffering capacity of the aquifer system will enhance the balance between alkalinity from bioactivity and acidity from recharge and pyrite oxidation. Full article
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<p>(<b>a</b>) Location of the study area; and (<b>b</b>–<b>d</b>) geological cross-sections of the Quaternary deposits along lines 1–3. Groundwater areas © the Finnish Environment Institute (SYKE). Quaternary deposit map © Geological Survey of Finland 2024.</p>
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<p>Profile logging and profile sampling points along cross-section line 4. Water sampling locations are indicated in <a href="#water-16-03301-f001" class="html-fig">Figure 1</a>.</p>
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<p>(<b>a</b>) Daily temperature (black line) and precipitation (blue bars) from January 2010 to December 2013 from the Santahaka–Kokkola weather station [<a href="#B27-water-16-03301" class="html-bibr">27</a>]. (<b>b</b>) Groundwater levels from observation boreholes K13 to K18 from October 2010 to December 2013 with the mark of well pumping test period from July to September 2011. (<b>c</b>) Monthly precipitation and groundwater levels from K17 during the same periods. Gray shading represents the recharge periods. The sampling periods (1–12) are presented as red dots along the top of (<b>c</b>), where <span class="html-italic">w</span>, <span class="html-italic">sp</span>, <span class="html-italic">s</span>, and <span class="html-italic">a</span> denote winter, spring, summer, and autumn, respectively.</p>
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<p>Variability in pH, DO, alkalinity, EC, KMnO<sub>4</sub> consumption, temperature, and concentrations of Mn, Fe, Ni and SO<sub>4</sub> in groundwater samples from autumn 2010 to autumn 2013. Gray shading represents the recharge periods. The sampling periods (1–12) are presented as red dots along the top of the figures, where <span class="html-italic">w</span>, <span class="html-italic">sp</span>, <span class="html-italic">s</span>, and <span class="html-italic">a</span> denote winter, spring, summer, and autumn, respectively.</p>
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<p>Longitudinal section (north–south direction) showing the interpolated values of pH, DO, EC, temperature, KMnO<sub>4</sub> consumption, alkalinity, concentrations of major ions (Ca, Mg, K, Na, Cl, SO<sub>4</sub>), Fe, and Mn, and <span class="html-italic">d</span>-excess of groundwater samples in spring 2011. Plus signs (+) represent the depths of profile logging and dots represent the water sampling depths. The locations of the sampling boreholes are presented in <a href="#water-16-03301-f001" class="html-fig">Figure 1</a>.</p>
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<p>Piper diagram illustrating the major ion chemistry of groundwater samples from Karhinkangas from autumn 2010 to autumn 2013, snow samples during winter 2011, winter 2012, and spring 2012, the median values of rainfall from [<a href="#B49-water-16-03301" class="html-bibr">49</a>,<a href="#B50-water-16-03301" class="html-bibr">50</a>,<a href="#B51-water-16-03301" class="html-bibr">51</a>], the median value of Finnish aquifers [<a href="#B17-water-16-03301" class="html-bibr">17</a>], and the Baltic Sea [<a href="#B13-water-16-03301" class="html-bibr">13</a>]. The three diagrams on the right present the detailed locations of the overlapping data points.</p>
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<p>Plot of the δ<sup>18</sup>O and δD data for groundwater, snow, and surface water samples, with the Finnish local meteoric water line (LMWL: δD = 7.67 δ<sup>18</sup>O + 5.79‰ [<a href="#B53-water-16-03301" class="html-bibr">53</a>]) (solid line) and the local evaporation line (dash line) for comparison. Water sampling locations are indicated in <a href="#water-16-03301-f001" class="html-fig">Figure 1</a>.</p>
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<p>A panel of (<b>a</b>) principal component (PC) loadings and explained variances for geochemical variables of groundwater samples from autumn 2010 to autumn 2013 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 are bolded); (<b>b</b>) hierarchical clustering results (dendrogram) for groundwater samples based on variables and (<b>c</b>) locations (sampling depth/sampling period).</p>
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<p>(<b>a</b>–<b>d</b>) Panels of hierarchical clustering dendrograms and principal component (PC) loadings and the explained variances for geochemical variables of groundwater samples from autumn 2010 to summer 2011 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 bolded). (<b>e</b>–<b>h</b>) Panels of hierarchical clustering dendrograms and principal component (PC) loadings and the explained variances for geochemical variables of groundwater samples from winter to autumn 2012 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 bolded). (<b>i</b>–<b>l</b>) Panels of hierarchical clustering dendrograms and principal component (PC) loadings and the explained variances for geochemical variables of groundwater samples from winter to autumn 2013 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 bolded).</p>
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<p>(<b>a</b>–<b>d</b>) Panels of hierarchical clustering dendrograms and principal component (PC) loadings and the explained variances for geochemical variables of groundwater samples from autumn 2010 to summer 2011 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 bolded). (<b>e</b>–<b>h</b>) Panels of hierarchical clustering dendrograms and principal component (PC) loadings and the explained variances for geochemical variables of groundwater samples from winter to autumn 2012 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 bolded). (<b>i</b>–<b>l</b>) Panels of hierarchical clustering dendrograms and principal component (PC) loadings and the explained variances for geochemical variables of groundwater samples from winter to autumn 2013 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 bolded).</p>
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<p>(<b>a</b>–<b>d</b>) Panels of hierarchical clustering dendrograms and principal component (PC) loadings and the explained variances for geochemical variables of groundwater samples from autumn 2010 to summer 2011 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 bolded). (<b>e</b>–<b>h</b>) Panels of hierarchical clustering dendrograms and principal component (PC) loadings and the explained variances for geochemical variables of groundwater samples from winter to autumn 2012 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 bolded). (<b>i</b>–<b>l</b>) Panels of hierarchical clustering dendrograms and principal component (PC) loadings and the explained variances for geochemical variables of groundwater samples from winter to autumn 2013 (<span class="html-italic">n</span> = 181) (factor loadings &gt; 0.6 bolded).</p>
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22 pages, 755 KiB  
Article
Traffic-Driven Controller-Load-Balancing over Multi-Controller Software-Defined Networking Environment
by Binod Sapkota, Babu R. Dawadi, Shashidhar R. Joshi and Gopal Karn
Network 2024, 4(4), 523-544; https://doi.org/10.3390/network4040026 - 15 Nov 2024
Viewed by 273
Abstract
Currently, more studies are focusing on traffic classification in software-defined networks (SDNs). Accurate classification and selecting the appropriate controller have benefited from the application of machine learning (ML) in practice. In this research, we study different classification models to see which one best [...] Read more.
Currently, more studies are focusing on traffic classification in software-defined networks (SDNs). Accurate classification and selecting the appropriate controller have benefited from the application of machine learning (ML) in practice. In this research, we study different classification models to see which one best classifies the generated dataset and goes on to be implemented for real-time classification. In our case, the classification and regression tree (CART) classifier produces the best classification results for the generated dataset, and logistic regression is also considerable. Based on the evaluation of various algorithmic outputs for the training and validation datasets, and also when execution time is taken into account, the CART is found to be the best algorithm. While testing the impact of load balancing in a multi-controller SDN environment, in different load case scenarios, we observe network performance parameters like bit rate, packet rate, and jitter. Here, the use of traffic classification-based load balancing improves the bit rate as well as the packet rate of traffic flow on a network and thus considerably enhances throughput. Finally, the reduction in jitter while increasing the controllers confirms the improvement in QoS in a balanced multi-controller SDN environment. Full article
(This article belongs to the Special Issue Advanced Technologies in Network and Service Management, 2nd Edition)
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<p>SDN Benefits.</p>
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<p>Experimental network use case.</p>
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<p>Mininet Output (dump).</p>
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<p>Output of the global controller.</p>
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<p>Real-time Classification.</p>
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<p>Evaluation of various algorithms on the training dataset.</p>
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<p>Evaluation of algorithmic output for validation dataset.</p>
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<p>Execution time for various algorithms in classification.</p>
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<p>Ten Flow Parameters.</p>
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<p>Comparison of bit rate for different conditions.</p>
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<p>Comparison of packet rate for different conditions.</p>
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<p>Comparison of average jitter for different conditions.</p>
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37 pages, 11677 KiB  
Article
Multi-Objective Optimal Integration of Distributed Generators into Distribution Networks Incorporated with Plug-In Electric Vehicles Using Walrus Optimization Algorithm
by Mohammed Goda Eisa, Mohammed A. Farahat, Wael Abdelfattah and Mohammed Elsayed Lotfy
Sustainability 2024, 16(22), 9948; https://doi.org/10.3390/su16229948 - 14 Nov 2024
Viewed by 466
Abstract
The increasing adoption of plug-in electric vehicles (PEVs) leads to negative impacts on distribution network efficiency due to the extra load added to the system. To overcome this problem, this manuscript aims to optimally integrate distributed generators (DGs) in radial distribution networks (RDNs), [...] Read more.
The increasing adoption of plug-in electric vehicles (PEVs) leads to negative impacts on distribution network efficiency due to the extra load added to the system. To overcome this problem, this manuscript aims to optimally integrate distributed generators (DGs) in radial distribution networks (RDNs), while including uncoordinated charging of PEVs added to the basic daily load curve with different load models. The main objectives are minimizing the network’s daily energy losses, improving the daily voltage profile, and enhancing voltage stability considering various constraints like power balance, buses’ voltages, and line flow. These objectives are combined using weighting factors to formulate a weighted sum multi-objective function (MOF). A very recent metaheuristic approach, namely the Walrus optimization algorithm (WO), is addressed to identify the DGs’ best locations and sizes that achieve the lowest value of MOF, without violating different constraints. The proposed optimization model along with a repetitive backward/forward load flow (BFLF) method are simulated using MATLAB 2016a software. The WO-based optimization model is applied to IEEE 33-bus, 69-bus, and a real system in El-Shourok City-district number 8 (ShC-D8), Egypt. The simulation results show that the proposed optimization method significantly enhanced the performance of RDNs incorporated with PEVs in all aspects. Moreover, the proposed WO approach proved its superiority and efficiency in getting high-quality solutions for DGs’ locations and ratings, compared to other programmed algorithms. Full article
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<p>Single line representation of a two-bus distribution network.</p>
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<p>Flowchart of the proposed WO algorithm.</p>
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<p>The proposed sections of decision variables related to unity power factor DGs.</p>
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<p>The proposed sections of decision variables related to non-unity power factor DGs.</p>
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<p>The configuration of the IEEE 33-bus system.</p>
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<p>The configuration of the IEEE 69-bus system.</p>
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<p>Normalized daily load profile of different load models for both the 33-bus and 69-bus.</p>
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<p>PEVs probability distribution for PC and OPC scenarios.</p>
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<p>Hourly voltage profile of 33-bus system for case 0.</p>
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<p>Hourly voltage stability profile of 33-bus system for case 0.</p>
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<p>Hourly total active and reactive power losses of 33-bus system for case 0.</p>
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<p>Charging demand on 33-bus system due to PEVs, during both PC and OPC scenarios.</p>
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<p>Hourly voltage profile of 33-bus system for case 1.</p>
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<p>Comparative depiction of minimum voltage of 33-bus system for case 0, 1, and 2.</p>
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<p>Comparative depiction of minimum SI of 33-bus system for case 0, 1, and 2.</p>
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<p>Comparative illustration of total active power loss of 33-bus system for case 0, 1, and 2.</p>
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<p>Variation of MOF with iteration for penetrating 3 unity power factor DGs in 33-bus RDN.</p>
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<p>Hourly voltage profile of 33-bus system for case 3 with four unity power factor DGs.</p>
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<p>Variation of MOF with iteration number for penetrating three non-unity power factor DGs in 33-bus system.</p>
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<p>Hourly voltage profile of 33-bus system for case 4 with four non-unity power factor DGs.</p>
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<p>Comparative illustration of total active power loss in 33-bus system for case 1, 3, and 4 after installing four DGs.</p>
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<p>Comparative illustration of substation power in 33-bus system for case 1, 3, and 4 after installing four DGs.</p>
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<p>Variation in minimum evaluated MOF for various optimizers applied on 33-bus system using four DGs in case 4.</p>
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<p>Hourly voltage profile of 69-bus system for case 0.</p>
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<p>Hourly voltage stability profile of 69-bus system for case 0.</p>
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<p>Hourly voltage profile of 69-bus system for case 1.</p>
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<p>Variation of MOF with iteration for penetrating four non-unity power factor DGs in 69-bus.</p>
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<p>Hourly voltage profile of 69-bus system for case 3 with 4 unity power factor DGs.</p>
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<p>Hourly voltage profile of 69-bus system for case 4 with four non-unity power factor DGs.</p>
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<p>The configuration of ShC-D8 system.</p>
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<p>Hourly voltage profile of ShC-D8 system for case 0.</p>
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<p>Hourly voltage stability profile of ShC-D8 system for case 0.</p>
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<p>Hourly voltage profile of ShC-D8 system for case 1.</p>
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<p>Hourly voltage profile of ShC-D8 system for case 3 with 4 unity power factor DGs.</p>
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<p>Hourly voltage profile of ShC-D8 system for case 4 with 4 non-unity power factor DGs.</p>
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20 pages, 10232 KiB  
Article
Study on the Cavitation Performance in the Impeller Region of a Mixed-Flow Pump Under Different Flow Rates
by Xu Yang, Jianzhong Zhu, Yi Zhang, Buqing Chen, Yiping Tang, Rui Jiang, Kan Kan, Changliang Ye and Yuan Zheng
Water 2024, 16(22), 3195; https://doi.org/10.3390/w16223195 - 7 Nov 2024
Viewed by 491
Abstract
Mixed-flow pumps, optimized for marine engineering, provide a balance of high efficiency and adaptability, accommodating varied flow and head demands across challenging oceanic settings and are essential for reliable operations in tidal energy and subsea applications. The primary purpose of this paper is [...] Read more.
Mixed-flow pumps, optimized for marine engineering, provide a balance of high efficiency and adaptability, accommodating varied flow and head demands across challenging oceanic settings and are essential for reliable operations in tidal energy and subsea applications. The primary purpose of this paper is to perform a numerical analysis of the cavitation flow characteristics of the mixed-flow pump under differing operational circumstances. The cavitation simulation was implemented to explore the cavitation bubbles evolution and the pressure pulsation characteristics in the impeller region under diverse flow rates, utilizing the Shear Stress Transport (SST) turbulence model and the Zwart-Gerber-Belamri cavitation model as a foundation. The findings indicate that cavitation bubbles initially distribute at the leading edge of blade suction surfaces at the cavitation growth stage. The bubbles spread gradually with the decline of the available net positive suction head (NPSHa). At the same time, many bubbles appear in the area below the blade and extend to the rim of the suction side of blades. As the flow rate decreases, the critical net positive suction head (NPSHc) gradually declines. The dominant pressure pulsation frequency at the impeller inlet is the blade passing frequency, and the vibration at the impeller shroud inlet is more intense than that at the hub. The dominant frequency at the impeller outlet is mainly the blade passing frequency. With the development of cavitation, it changes to impeller rotation frequency at low flow rates, while the dominant frequency remains unchanged at high flow rates. Full article
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<p>Pump model.</p>
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<p>Sectional view.</p>
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<p>Grid of the computational domain: (<b>a</b>) Fluid domain mesh; (<b>b</b>) Impeller; (<b>c</b>) Guide vane.</p>
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<p>Comparison between numerical and experimental external characteristic curves.</p>
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<p>Relationship curves between efficiency and <span class="html-italic">NPSH<sub>a</sub></span>.</p>
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<p>Cavitation bubbles in impeller shroud: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 10.4 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.0 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 4.0 m.</p>
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<p>Cavitation bubbles in the blade suction side: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 10.4 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.0 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 4.0 m.</p>
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<p>The cavitation performance curve and the cavitation region volume at 0.9 <span class="html-italic">Q<sub>d</sub></span>.</p>
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<p>Cavitation bubbles in the impeller shroud: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 11.0 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.6 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.0 m.</p>
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<p>Cavitation bubbles in the blade suction side: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 11.0 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.6 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.0 m.</p>
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<p>The cavitation performance curve and the cavitation region volume at 1.0 <span class="html-italic">Q<sub>d</sub></span>.</p>
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<p>Cavitation bubbles in the impeller shroud: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 13.0 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 7.2 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 6.0 m.</p>
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<p>Cavitation bubbles in the blade suction side: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 13.0 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 7.2 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 6.0 m.</p>
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<p>The cavitation performance curve and the cavitation region volume at 1.1 <span class="html-italic">Q<sub>d</sub></span>.</p>
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<p>Monitoring points in the impeller.</p>
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<p>The pulsation time-domain waveform at the inlet of the impeller: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 10.4 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.0 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 4.0 m.</p>
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<p>The pulsation frequency domain at the impeller inlet: (<b>a</b>) P1; (<b>b</b>) P2; (<b>c</b>) P3.</p>
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<p>The pulsation time-domain waveform at the outlet of the impeller: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 10.4 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.0 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 4.0 m.</p>
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<p>The pulsation frequency domain at the impeller outlet: (<b>a</b>) P4; (<b>b</b>) P5; (<b>c</b>) P6.</p>
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<p>The pulsation time-domain waveform at the inlet of the impeller: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 11.0 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.6 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.0 m.</p>
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<p>The pulsation frequency domain at the impeller inlet: (<b>a</b>) P1; (<b>b</b>) P2; (<b>c</b>) P3.</p>
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<p>The pulsation time-domain waveform at the outlet of the impeller: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 11.0 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.6 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 5.0 m.</p>
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<p>The pulsation frequency domain at the impeller outlet: (<b>a</b>) P4; (<b>b</b>) P5; (<b>c</b>) P6.</p>
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<p>The pulsation time-domain waveform at the inlet of the impeller: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 13.0 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 7.2 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 6.0 m.</p>
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<p>The pulsation frequency domain at the impeller inlet: (<b>a</b>) P1; (<b>b</b>) P2; (<b>c</b>) P3.</p>
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<p>The pulsation time-domain waveform at the outlet of the impeller: (<b>a</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 13.0 m; (<b>b</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 7.2 m; (<b>c</b>) <span class="html-italic">NPSH<sub>a</sub></span> = 6.0 m.</p>
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<p>The pulsation frequency domain at the impeller outlet: (<b>a</b>) P4; (<b>b</b>) P5; (<b>c</b>) P6.</p>
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16 pages, 960 KiB  
Article
Water Status Detection Method Based on Water Balance Model for High-Power Fuel Cell Systems
by Yiyu Zhong, Yanbo Yang, Naiyuan Yao, Tiancai Ma and Weikang Lin
Energies 2024, 17(21), 5410; https://doi.org/10.3390/en17215410 - 30 Oct 2024
Viewed by 406
Abstract
With the gradually accelerating pace of global decarbonization, highly efficient and clean proton exchange membrane fuel cells (PEMFCs) are considered to be an energy solution for the future. During the operation of a fuel cell, it is necessary to keep the internal proton [...] Read more.
With the gradually accelerating pace of global decarbonization, highly efficient and clean proton exchange membrane fuel cells (PEMFCs) are considered to be an energy solution for the future. During the operation of a fuel cell, it is necessary to keep the internal proton exchange membrane in a good state of hydration, so an appropriate method of detecting the hydration state is essential. At present, fuel cell systems are rapidly developing towards high power, but methods for detecting the hydration state of high-power fuel cell systems are still relatively lacking. Therefore, this paper studies the hydration state of high-power fuel cell systems and builds a condensation tail-gas water collection device for calculating the water flow out of a fuel cell system, deriving the hydration status inside the high-power fuel cell system. To verify the proposed water balance model, a series of experiments were conducted based on controlled variables such as working temperature, air metering ratio, and load current. Experiments were conducted on a 100 KW fuel cell system to collect water flow from the fuel cell system. Finally, based on the experimental data, the change rate of the internal water content of the fuel cell system under different conditions was calculated. The results show that, under the same load current, as the working temperature and air metering ratio increase, the change rate of the internal water content of the fuel cell system gradually decreases. Therefore, at low power, it is necessary to maintain an appropriate working temperature, while at high power, maintaining an appropriate air metering ratio is more important. Full article
(This article belongs to the Collection Batteries, Fuel Cells and Supercapacitors Technologies)
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<p>Power system diagram.</p>
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<p>Schematic diagram of exhaust gas water content detection device.</p>
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<p>Comparison of flow rate of water flowing out of hydrogen side at different operating temperatures ((<b>a</b>) 120 A; (<b>b</b>) 210 A; (<b>c</b>) 300 A; vertical axis shows water flow; horizontal axis shows temperature; data from top to bottom show flow rates of 1.8/2.0/2.2/2.4).</p>
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<p>Comparison of flow rate of water flowing out of air side at different operating temperatures ((<b>a</b>) 120 A; (<b>b</b>) 210 A; (<b>c</b>) 300 A; vertical axis shows water flow; horizontal axis shows temperature; data from top to bottom show flow rates of 1.8/2.0/2.2/2.4).</p>
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<p>Comparison of flow rate of water flowing out of air side under different air metering ratios ((<b>a</b>) 120 A; (<b>b</b>) 210 A; (<b>c</b>) 300 A; vertical axis shows water flow; horizontal axis shows air flow rate; data from top to bottom show temperatures of 63/65/68/70/73 °C).</p>
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<p>Comparison of water flow rate flowing out of hydrogen side under different air metering ratios ((<b>a</b>) 120 A; (<b>b</b>) 210 A; (<b>c</b>) 300 A; vertical axis shows water flow; horizontal axis shows air flow rate; data from top to bottom show temperatures of 63/65/68/70/73 °C).</p>
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<p>Comparison chart of internal water content of fuel cell system under different conditions ((<b>a</b>) 120 A; (<b>b</b>) 210 A; (<b>c</b>) 300 A).</p>
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<p>Selection of fuel cell OS operating environment (working environment surrounded by dots; (<b>a</b>) 120 A; (<b>b</b>) 210 A; (<b>c</b>) 300 A).</p>
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29 pages, 331 KiB  
Article
Diversification and the Resource Curse: An Econometric Analysis of GCC Countries
by Nagwa Amin Abdelkawy
Economies 2024, 12(11), 287; https://doi.org/10.3390/economies12110287 - 25 Oct 2024
Cited by 1 | Viewed by 732
Abstract
This research explores the effects of significant global economic shocks, such as the 2008 Global Financial Crisis and the 2020 COVID-19 pandemic, on GDP growth in the Gulf Cooperation Council (GCC) nations. Employing a dynamic generalized method of moments (GMM) model, the analysis [...] Read more.
This research explores the effects of significant global economic shocks, such as the 2008 Global Financial Crisis and the 2020 COVID-19 pandemic, on GDP growth in the Gulf Cooperation Council (GCC) nations. Employing a dynamic generalized method of moments (GMM) model, the analysis highlights the strong momentum effect of lagged GDP growth, where past performance plays a critical role in shaping current economic outcomes. The findings also reveal that natural resources continue to positively influence short-term growth, but with diminishing returns over time, supporting the resource curse hypothesis and underscoring the need for broader structural reforms to ensure long-term sustainability. In addition, the results show that external investments flowing into the country, trade balance, and inflation emerge as key drivers of economic growth. While moderate inflation is positively associated with economic expansion, unemployment exerts a significant negative effect on GDP growth, particularly in models that account for country-specific characteristics. This emphasizes the need for labor market reforms to improve employment rates and support sustainable development. The role of gross capital formation, particularly in both the dynamic GMM and random effects models, further underscores the importance of strategic domestic investment, especially during periods of global disruption. These findings emphasize the critical need for economic diversification in the GCC. Policymakers should focus on attracting foreign investment, managing inflation, enhancing human capital, and boosting domestic investment to mitigate the adverse effects of the resource curse and secure sustainability. While market capitalization and oil rents may stimulate short-term growth, their long-term sustainability remains uncertain without greater diversification. Both external and domestic investments emerge as critical drivers of long-term growth, while persistent challenges such as inflation and unemployment continue to pose risks to economic stability. The study highlights the need to reduce reliance on oil and leverage human capital to build more resilient economies capable of adapting to future challenges. By offering dynamic, empirical insights into the balance between resource reliance and sustainable growth, this research adds valuable insights to the policy discussion on economic diversification in the GCC. Policymakers are urged to prioritize FDI, inflation management, domestic capital formation, and human capital development to mitigate vulnerabilities and ensure sustainable economic growth in the face of ongoing global uncertainties. Full article
(This article belongs to the Special Issue Economic Growth, Corruption, and Financial Development)
21 pages, 7042 KiB  
Article
Development of Machine Learning-Based Production Forecasting for Offshore Gas Fields Using a Dynamic Material Balance Equation
by Junhyeok Hyoung, Youngsoo Lee and Sunlee Han
Energies 2024, 17(21), 5268; https://doi.org/10.3390/en17215268 - 23 Oct 2024
Viewed by 583
Abstract
Offshore oil and gas fields pose significant challenges due to their lower accessibility compared to onshore fields. To enhance operational efficiency in these deep-sea environments, it is essential to design optimal fluid production conditions that ensure equipment durability and flow safety. This study [...] Read more.
Offshore oil and gas fields pose significant challenges due to their lower accessibility compared to onshore fields. To enhance operational efficiency in these deep-sea environments, it is essential to design optimal fluid production conditions that ensure equipment durability and flow safety. This study aims to develop a smart operational solution that integrates data from three offshore gas fields with a dynamic material balance equation (DMBE) method. By combining the material balance equation and inflow performance relation (IPR), we establish a reservoir flow analysis model linked to an AI-trained production pipe and subsea pipeline flow analysis model. We simulate time-dependent changes in reservoir production capacity using DMBE and IPR. Additionally, we utilize SLB’s PIPESIM software to create a vertical flow performance (VFP) table under various conditions. Machine learning techniques train this VFP table to analyze pipeline flow characteristics and parameter correlations, ultimately developing a model to predict bottomhole pressure (BHP) for specific production conditions. Our research employs three methods to select the deep learning model, ultimately opting for a multilayer perceptron (MLP) combined with regression. The trained model’s predictions show an average error rate of within 1.5% when compared with existing commercial simulators, demonstrating high accuracy. This research is expected to enable efficient production management and risk forecasting for each well, thus increasing revenue, minimizing operational costs, and contributing to stable plant operations and predictive maintenance of equipment. Full article
(This article belongs to the Topic Oil and Gas Pipeline Network for Industrial Applications)
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<p>Digital oilfield market global forecast (USD billion) [<a href="#B11-energies-17-05268" class="html-bibr">11</a>].</p>
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<p>Time-dependent changes in inflow performance relationship (IPR) curves due to reservoir depletion.</p>
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<p>Material balance equation (MBE) plot for gas reservoir.</p>
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<p>Neural network structure and parameters for multilayer perceptron (MLP) + regression method.</p>
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<p>Neural network structure and parameters for auto-encoder + regression method.</p>
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<p>Structure and parameters for support vector regression (SVR) method. The asterisk (*) indicates the downward direction.</p>
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<p>Optimized neural network structure for multilayer perceptron (MLP).</p>
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<p>Flowchart of the rate allocation algorithm.</p>
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<p>Schematic of PIPESIM simulation model for offshore gas wells and pipeline network.</p>
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<p>Application of the WBP9 (Nine-Block Average) method for pressure calculation.</p>
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<p>Material balance plot for Well A.</p>
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<p>Material balance plot for Well B.</p>
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<p>Material balance plot for Well C.</p>
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<p>Gas compressibility (z-factor) variation with pressure in offshore gas reservoirs.</p>
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<p>Simulated vs. Estimated flow rate for well A.</p>
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<p>Simulated vs. Estimated flow rate for Well B.</p>
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<p>Simulated vs. Estimated flow rate for Well C.</p>
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<p>Simulated vs. Estimated total flow rate.</p>
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<p>Estimated flow rate trends of each well changes over time.</p>
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<p>Estimated bottomhole pressure (BHP) trends of each well change over time.</p>
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26 pages, 1471 KiB  
Article
Econometric Analysis of the Sustainability and Development of an Alternative Strategy to Gross Value Added in Kazakhstan’s Agricultural Sector
by Azat Tleubayev, Seyit Kerimkhulle, Manatzhan Tleuzhanova, Aigul Uchkampirova, Zhanat Bulakbay, Raikhan Mugauina, Zhumagul Tazhibayeva, Alibek Adalbek, Yerassyl Iskakov and Daniyar Toleubay
Econometrics 2024, 12(4), 29; https://doi.org/10.3390/econometrics12040029 - 17 Oct 2024
Viewed by 1199
Abstract
Based on the systematization of relevant problems in the agricultural sector of Kazakhstan and other countries, the purpose of the research is to aid in the development and implementation of a methodology for the econometric analysis of sustainability, the classification of economic growth, [...] Read more.
Based on the systematization of relevant problems in the agricultural sector of Kazakhstan and other countries, the purpose of the research is to aid in the development and implementation of a methodology for the econometric analysis of sustainability, the classification of economic growth, and an alternative strategy for gross value added depending on time phases with time lags of 0, 1, and 2 years, and on the gross fixed capital formation in the agricultural sector of Kazakhstan. The research has used a variety of quantitative techniques, including the logistic growth difference equation, applied statistics, econometric models, operations research, nonlinear mathematical programming models, economic modeling simulations, and sustainability analysis. In the work on three criteria: equilibrium, balanced and optimal growth, we have defined the main trends of growth of Gross added value of agriculture, hunting and forestry. The first, depending on the time phases, the second, depending on the Gross fixed capital formation transactions for equilibrium growth, for the growth of an alternative strategy, for the endogenous growth rate and the growth of exogenous flows. And we also received a classification of the trend of Productive, Moderate and Critical growth for the agricultural industry depending on the correlated linkaged industry of the national economy of Kazakhstan. The results of this work can be used in data analytics and artificial intelligence, digital transformation and technology in agriculture, as well as in the areas of sustainability and environmental impact. Full article
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<p>Gross value added transactions of the Agriculture, hunting, and forestry industries depending on the time phases: (<b>a</b>) Observation data; Equilibrium growth; Alternative strategy and (<b>b</b>) Growth rate, right axis; Exogenous flows, left axis; Steady state.</p>
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<p>Gross value added transactions depending on the Gross fixed capital formation phases in the Agriculture, hunting, and forestry industries: (<b>a</b>) Observation data; Equilibrium growth; Alternative strategy and (<b>b</b>) Growth rate, right axis; Exogenous flows, left axis; Steady state.</p>
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12 pages, 716 KiB  
Review
Early Diagnosis and Treatment of Kidney Injury: A Focus on Urine Protein
by Duanna Zeng, Bing Wang, Zheng Xiao, Xiongqin Wang, Xiyang Tang, Xinsheng Yao, Ping Wang, Meifang Li, Yi Dai and Xiean Yu
Int. J. Mol. Sci. 2024, 25(20), 11171; https://doi.org/10.3390/ijms252011171 - 17 Oct 2024
Viewed by 804
Abstract
The kidney, an essential excretory organ of the body, performs a series of crucial physiological functions such as waste removal, maintenance of electrolyte and acid–base balance, and endocrine regulation. Due to its rich blood flow and high metabolic activity, the kidney is susceptible [...] Read more.
The kidney, an essential excretory organ of the body, performs a series of crucial physiological functions such as waste removal, maintenance of electrolyte and acid–base balance, and endocrine regulation. Due to its rich blood flow and high metabolic activity, the kidney is susceptible to damage. Currently, kidney injury is classified into acute kidney injury (AKI) and chronic kidney disease (CKD), both of which are associated with high rates of morbidity and mortality on a global scale. The current clinical diagnosis of renal injury relies on the assessment of renal filtration function using creatinine and urea nitrogen as “gold-standard” markers. However, the delayed response time, limited specificity, and reduced accuracy of creatinine and urea nitrogen in evaluating kidney injury have significantly hindered advancements in diagnostic methods for kidney injury. Urinary protein is widely utilized as a biomarker for the early diagnosis of kidney injury due to the selectivity of the glomerular filtration system determining whether proteins can pass through the filtration barrier based on their size and charge. Therefore, as a complex biological sample with varying charges and particle sizes, urinary protein is considered an ideal indicator for monitoring the progression of kidney disease. Exploring the relationship between urinary protein and the advancement of kidney injury based on differences in particle size and charge offers a new perspective for assessing and treating such injuries. Hence, we conducted a comprehensive review of 74 relevant studies to gain a thorough understanding of the physiological mechanism and significance of proteinuria production. The aim was to explore the challenges and opportunities in clinical urine protein detection, as well as to discuss strategies targeting glomerular filtration barriers in order to effectively reduce urine protein levels and treat kidney injury, which could provide a new perspective for identifying the progression of kidney injury. Full article
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<p>Schematic illustration of glomerular filtration barrier composed of endothelial cells, glomerular basement membrane (GBM), and podocytes [<a href="#B28-ijms-25-11171" class="html-bibr">28</a>].</p>
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<p>(<b>a</b>) A cross-section of a normal glomerular capillary shows the foot processes with interconnecting ultrathin and uniformly wide (40 nm) slit diaphragms (arrows). Scale bar: 200 nm. (<b>b</b>) In congenital nephrotic syndrome, the foot processes are lost and the slit diaphragm between the podocytes is absent; the resultant narrow slit lacks a functional filter structure. Scale bar 200 nm. (From the American Society of Nephrology © Lahdenkari, A.T. et al. (2004) [<a href="#B29-ijms-25-11171" class="html-bibr">29</a>]. Abbreviations: FP, foot process; GBM, glomerular basement membrane.)</p>
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20 pages, 27208 KiB  
Article
Optimization of Organic Rankine Cycle for Hot Dry Rock Power System: A Stackelberg Game Approach
by Zhehao Hu, Wenbin Wu and Yang Si
Energies 2024, 17(20), 5151; https://doi.org/10.3390/en17205151 - 16 Oct 2024
Viewed by 567
Abstract
Due to its simple structure and stable operation, the Organic Rankine Cycle (ORC) has gained significant attention as a primary solution for low-grade thermal power generation. However, the economic challenges associated with development difficulties in hot dry rock (HDR) geothermal power systems have [...] Read more.
Due to its simple structure and stable operation, the Organic Rankine Cycle (ORC) has gained significant attention as a primary solution for low-grade thermal power generation. However, the economic challenges associated with development difficulties in hot dry rock (HDR) geothermal power systems have necessitated a better balance between performance and cost effectiveness within ORC systems. This paper establishes a game pattern of the Organic Rankine Cycle with performance as the master layer and economy as the slave layer, based on the Stackelberg game theory. The optimal working fluid for the ORC is identified as R600. At the R600 mass flow rate of 50 kg/s, the net system cycle work is 4186 kW, the generation efficiency is 14.52%, and the levelized cost of energy is 0.0176 USD/kWh. The research establishes an optimization method for the Organic Rankine Cycle based on the Stackelberg game framework, where the network of the system is the primary optimization objective, and the heat transfer areas of the evaporator and condenser serve as the secondary optimization objective. An iterative solving method is utilized to achieve equilibrium between the performance and economy of the ORC system. The proposed method is validated through a case study utilizing hot dry rock data from Qinghai Gonghe, allowing for a thorough analysis of the working fluid and system parameters. The findings indicate that the proposed approach effectively balances ORC performance with economic considerations, thereby enhancing the overall revenue of the HDR power system. Full article
(This article belongs to the Special Issue Big Data Analysis and Application in Power System)
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<p>ORC system flowchart.</p>
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<p>Schematic diagram of Stackelberg game pattern for ORC system optimization.</p>
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<p>Shell and tube heat exchanger geometry.</p>
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<p>Schematic diagram of heat exchange process of evaporator.</p>
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<p>Schematic diagram of tube bundle arrangement.</p>
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<p>Schematic diagram of condenser heat exchange process.</p>
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<p>ORC system optimization Stackelberg game approach.</p>
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<p>Optimal network of organic working fluids.</p>
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<p>Minimum heat transfer area per kW for organic working fluids.</p>
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<p>Levelized cost of energy for organic working fluids.</p>
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<p>Relationship between tube bundle arrangement and heat transfer area.</p>
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15 pages, 6972 KiB  
Article
Impact of Runner Size, Gate Size, Polymer Viscosity, and Molding Process on Filling Imbalance in Geometrically Balanced Multi-Cavity Injection Molding
by Minyuan Chien, Yaotsung Lin, Chaotsai Huang and Shyhshin Hwang
Polymers 2024, 16(20), 2874; https://doi.org/10.3390/polym16202874 - 11 Oct 2024
Viewed by 785
Abstract
The injection molding process is one of the most widely used methods for polymer processing in mass production. Three critical factors in this process include the type of polymer, injection molding machines, and processing molds. Polypropylene (PP) is a widely used semi-crystalline polymer [...] Read more.
The injection molding process is one of the most widely used methods for polymer processing in mass production. Three critical factors in this process include the type of polymer, injection molding machines, and processing molds. Polypropylene (PP) is a widely used semi-crystalline polymer due to its favorable flow characteristics, including a high melt flow index and the absence of a need for a mold temperature controller. Additionally, PP exhibits good elongation and toughness, making it suitable for applications such as box hinges. However, its tensile strength is a limitation; thus, glass fiber is added to enhance this property. It is important to note that the incorporation of glass fiber increases the viscosity of PP. Multi-cavity molds are commonly employed to achieve cost-effective and efficient mass production. The filling challenges associated with geometrically balanced layouts are well documented in the literature. These issues arise due to the varying shear rates of the melt in the runner. High shear rate melts lead to high melt temperatures, which decrease melt viscosity and facilitate easier flow. Consequently, this results in an imbalanced filling phenomenon. This study examines the impact of runner size, gate size, polymer viscosity, and molding process on the filling imbalanced problem in multi-cavity injection molds. Tensile bar injection molding was performed using conventional injection molding (CIM) and microcellular injection molding (MIM) techniques. The tensile properties of the imbalanced multi-cavity molds were analyzed. Flow length within the cavity served as an indicator of the filling imbalance. Additionally, computer simulations were conducted to assess the shear rate’s effect on the runner’s melt temperature. The results indicated that small runner and gate sizes exacerbate the filling imbalance. Conversely, glass fiber-filled polymer composites also contribute to increased filling imbalance. However, foamed polymers can mitigate the filling imbalance phenomenon. Full article
(This article belongs to the Section Polymer Processing and Engineering)
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<p>The effect of low shear rate and high shear rate on the melt temperature of the runner.</p>
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<p>6 mm runner and small/big fan gate insert on the cavity.</p>
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<p>6 mm runner and gate system for geometrically balanced eight-cavity mold layout. Number 1–8 is the cavity number.</p>
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<p>Short shot flow length of a 3 mm runner of PP, glass fiber-filled PP, conventional and microcellular injection molding. Number 1–4 is the cavity number.</p>
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<p>Short shot flow length of a 3 mm runner of conventional molded PC and microcellular injection molded PC. Number 1–4 is the cavity number.</p>
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<p>Short shot flow length of 6 mm runner of conventional injection molded PP and glass fiber-filled PP. Upper cavities are small gates, and lower cavities are big gates. Number 1–8 is the cavity number.</p>
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<p>Flow length comparisons between conventional injection molded PP and glass fiber-filled PP on 6 mm runner: (<b>a</b>) small gate and (<b>b</b>) big gate.</p>
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<p>Flow length comparisons between microcellular injection molded PP and glass fiber-filled PP on a 6 mm runner: (<b>a</b>) small gate and (<b>b</b>) big gate.</p>
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<p>Flow length comparisons between conventional injection molded PC and glass fiber-filled PC on 6 mm runner: (<b>a</b>) small gate (<b>b</b>) big gate.</p>
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<p>Flow length comparisons between microcellular injection molded PP and glass fiber-filled PP on a 6 mm runner: (<b>a</b>) small and (<b>b</b>) big gate.</p>
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<p>Apparent viscosity of PP, PC, glass fiber-filled PP, and glass fiber-filled PC by capillary rheometer. PP, PP + GF, PC, and PC + GF were measured at 210, 220, 320, and 320 °C respectively.</p>
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<p>Tensile strength of (<b>a</b>) neat PP and (<b>b</b>) glass fiber-filled PP on a 3 mm runner by conventional molding.</p>
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<p>Tensile strength of (<b>a</b>) neat PP and (<b>b</b>) glass fiber-filled PP on a 6 mm runner and small gate by MIM.</p>
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<p>Tensile strength of (<b>a</b>) neat PP and (<b>b</b>) glass fiber-filled PP on a 6 mm runner and big gate by MIM.</p>
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<p>Mold flow analysis of the temperature distribution of the 3 mm runner of glass fiber-filled PP. The maximum scale of dark red color is 236 °C.</p>
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12 pages, 764 KiB  
Review
Acute Ischemic Stroke during Extracorporeal Membrane Oxygenation (ECMO): A Narrative Review of the Literature
by Konstantinos Themas, Marios Zisis, Christos Kourek, Giorgos Konstantinou, Lucio D’Anna, Panagiotis Papanagiotou, George Ntaios, Stavros Dimopoulos and Eleni Korompoki
J. Clin. Med. 2024, 13(19), 6014; https://doi.org/10.3390/jcm13196014 - 9 Oct 2024
Viewed by 2113
Abstract
Ischemic stroke (IS) is a severe complication and leading cause of mortality in patients under extracorporeal membrane oxygenation (ECMO). The aim of our narrative review is to summarize the existing evidence and provide a deep examination of the diagnosis and treatment of acute [...] Read more.
Ischemic stroke (IS) is a severe complication and leading cause of mortality in patients under extracorporeal membrane oxygenation (ECMO). The aim of our narrative review is to summarize the existing evidence and provide a deep examination of the diagnosis and treatment of acute ischemic stroke patients undergoing ECMO support. The incidence rate of ISs is estimated to be between 1 and 8%, while the mortality rate ranges from 44 to 76%, depending on several factors, including ECMO type, duration of support and patient characteristics. Several mechanisms leading to ISs during ECMO have been identified, with thromboembolic events and cerebral hypoperfusion being the most common causes. However, considering that most of the ECMO patients are severely ill or under sedation, stroke symptoms are often underdiagnosed. Multimodal monitoring and daily clinical assessment could be useful preventive techniques. Early recognition of neurological deficits is of paramount importance for prompt therapeutic interventions. All ECMO patients with suspected strokes should immediately receive brain computed tomography (CT) and CT angiography (CTA) for the identification of large vessel occlusion (LVO) and assessment of collateral blood flow. CT perfusion (CTP) can further assist in the detection of viable tissue (penumbra), especially in cases of strokes of unknown onset. Catheter angiography is required to confirm LVO detected on CTA. Intravenous thrombolytic therapy is usually contraindicated in ECMO as most patients are on active anticoagulation treatment. Therefore, mechanical thrombectomy is the preferred treatment option in cases where there is evidence of LVO. The choice of the arterial vascular access used to perform mechanical thrombectomy should be discussed between interventional radiologists and an ECMO team. Anticoagulation management during the acute phase of IS should be individualized after the thromboembolic risk has been carefully balanced against hemorrhagic risk. A multidisciplinary approach is essential for the optimal management of ISs in patients treated with ECMO. Full article
(This article belongs to the Section Clinical Neurology)
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<p>Proposed algorithm for early ischemic stroke recognition in patients under ECMO support.</p>
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<p>Proposed treatment algorithm for ischemic strokes and other complications in patients under ECMO support.</p>
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28 pages, 9980 KiB  
Article
Research on the Influence of Particles and Blade Tip Clearance on the Wear Characteristics of a Submersible Sewage Pump
by Guangjie Peng, Jinhua Yang, Lie Ma, Zengqiang Wang, Hao Chang, Shiming Hong, Guangchao Ji and Yuan Lou
Water 2024, 16(19), 2845; https://doi.org/10.3390/w16192845 - 7 Oct 2024
Viewed by 653
Abstract
A submersible sewage pump is designed for conveying solid–liquid two-phase media containing sewage, waste, and fiber components, through its small and compact design and its excellent anti-winding and anti-clogging capabilities. In this paper, the computational fluid dynamics–discrete element method (CFD-DEM) coupling model is [...] Read more.
A submersible sewage pump is designed for conveying solid–liquid two-phase media containing sewage, waste, and fiber components, through its small and compact design and its excellent anti-winding and anti-clogging capabilities. In this paper, the computational fluid dynamics–discrete element method (CFD-DEM) coupling model is used to study the influence of different conveying conditions and particle parameters on the wear of the flow components in a submersible sewage pump. At the same time, the energy balance equation is used to explore the influence mechanism of different tip clearance sizes on the internal flow pattern, wear, and energy conversion mechanism of the pump. This study demonstrates that increasing the particle volume fraction decreases the inlet particle velocity and intensifies wear in critical areas. When enlarging the tip clearance thickness from 0.4 mm to 1.0 mm, the leakage vortex formation at the inlet is enhanced, leading to increased wear rates in terms of the blade and volute. Consequently, the total energy loss and turbulent kinetic energy generation increased by 3.57% and 2.25%, respectively, while the local loss coefficient in regard to the impeller channel cross-section increased significantly. The findings in this study offer essential knowledge for enhancing the performance and ensuring the stable operation of pumps under solid–liquid two-phase flow conditions. Full article
(This article belongs to the Special Issue Hydrodynamic Science Experiments and Simulations)
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<p>Models of the submersible sewage pump.</p>
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<p>The particle shapes.</p>
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<p>The diagram of coupling.</p>
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<p>The diagram of polyhedral meshing of submersible sewage pump.</p>
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<p>A comparison of the pump head and efficiency for different grid groups.</p>
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<p>Velocity vector distribution for different flow rates.</p>
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<p>Distribution of TKE in solid–liquid two-phase flow conditions for different flow rates.</p>
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<p>The particle distribution in the submersible sewage pump for different flow rates.</p>
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<p>The wear rate distribution in the submersible sewage pump for different flow rates.</p>
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<p>The particle distribution for different particle volume fractions.</p>
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<p>The wear rate distribution on the flow components for different particle volume fractions.</p>
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<p>The wear rate distribution on the flow components for different particle volume fractions.</p>
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<p>The particle distribution for different particle shapes.</p>
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<p>The wear rate distribution for different particle shapes.</p>
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<p>The distribution of the tip leakage vortex structure for different tip clearances.</p>
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<p>The distribution of the tip leakage flow velocity for different tip clearances.</p>
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<p>The distribution of velocity for different tip clearances.</p>
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<p>The TKE distribution in the pump for different tip clearances.</p>
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<p>The distribution of the particles for different tip clearances.</p>
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<p>The wear rate distribution on the flow components for different tip clearances.</p>
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<p>The wear rate distribution on the flow components for different tip clearances.</p>
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<p>The energy loss distribution for different tip clearances.</p>
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<p>The <span class="html-italic">L</span>3 distribution of the flow parts for different blade tip clearances.</p>
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<p>The <span class="html-italic">l</span><sub>3</sub> distribution in the submersible sewage pump for different blade tip clearances.</p>
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<p>The cross-section diagram of blade tip clearance and impeller.</p>
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<p>The <span class="html-italic">l</span><sub>3</sub> distribution in blade tip clearance and impeller sections for different clearance widths.</p>
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31 pages, 5390 KiB  
Article
Integrating Autonomous Vehicles (AVs) into Urban Traffic: Simulating Driving and Signal Control
by Ali Almusawi, Mustafa Albdairi and Syed Shah Sultan Mohiuddin Qadri
Appl. Sci. 2024, 14(19), 8851; https://doi.org/10.3390/app14198851 - 1 Oct 2024
Viewed by 1372
Abstract
The integration of autonomous vehicles into urban traffic systems offers a significant opportunity to improve traffic efficiency and safety at signalized intersections. This study provides a comprehensive evaluation of how different autonomous vehicle driving behaviors—cautious, normal, aggressive, and platooning—affect key traffic metrics, including [...] Read more.
The integration of autonomous vehicles into urban traffic systems offers a significant opportunity to improve traffic efficiency and safety at signalized intersections. This study provides a comprehensive evaluation of how different autonomous vehicle driving behaviors—cautious, normal, aggressive, and platooning—affect key traffic metrics, including queue lengths, travel times, vehicle delays, emissions, and fuel consumption. A four-leg signalized intersection in Balgat, Ankara, was modeled and validated using field data, with twenty-one scenarios simulated to assess the effects of various autonomous vehicle behaviors at penetration rates from 25% to 100%, alongside human-driven vehicles. The results show that while cautious autonomous vehicles promote smoother traffic flow, they also result in longer delays and higher emissions due to conservative driving patterns, especially at higher penetration levels. In contrast, aggressive and platooning autonomous vehicles significantly improve traffic flow and reduce delays and emissions. Mixed-behavior scenarios reveal that different driving styles can coexist effectively, balancing safety and efficiency. These findings emphasize the need for optimized autonomous vehicle algorithms and signal control strategies to harness the potential benefits of autonomous vehicle integration in urban traffic systems fully, particularly in terms of improving traffic performance and sustainability. Full article
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<p>Geographical depiction of the signalized traffic intersection in Balgat, Ankara. Source: PTV VISSIM model.</p>
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<p>Flowchart of research methodology. Source: processed by authors.</p>
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<p>Traffic signal setup of the signalized intersection in Balgat, Ankara. Source: PTV VISSIM model.</p>
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<p>Desired speed distribution of human passenger vehicles. Source: field data collected by authors.</p>
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<p>Desired speed distribution of AVs. Source: simulated data processed by authors.</p>
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<p>Wiedemann car-following model. Source: [<a href="#B26-applsci-14-08851" class="html-bibr">26</a>].</p>
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<p>Signal program optimization for the studied intersection at various cycle times: (<b>a</b>) 60 s cycle time; (<b>b</b>) 80 s cycle time; (<b>c</b>) 100 s cycle time; (<b>d</b>) 120 s cycle time; (<b>e</b>) 140 s cycle time; (<b>f</b>) 160 s cycle time; (<b>g</b>) 180 s cycle time. Source: PTV VISSIM model.</p>
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<p>Real-world vehicle queuing scenario in east and west-bound lanes. Source: from video records processed by authors.</p>
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<p>Treating the east-bound and west-bound directions as three-lane roads. Source: PTV VISSIM model.</p>
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<p>Intersection design calibrated for no lane changes: each lane as a separate link. Source: PTV VISSIM model.</p>
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<p>Comparison of estimated and simulated average queue length for all directions. Source: processed by authors.</p>
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<p>Comparison of estimated and simulated average travel time for all directions. Source: processed by authors.</p>
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<p>Influence of AV behaviors on average queue lengths at various traffic signal cycle times. Source: processed by authors.</p>
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<p>Influence of AV behaviors on average travel time at various traffic signal cycle times. Source: processed by authors.</p>
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<p>Influence of AV behaviors on average vehicle delay at various traffic signal cycle times. Source: processed by authors.</p>
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<p>Influence of AV behaviors on average CO emissions at various traffic signal cycle times. Source: processed by authors.</p>
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<p>Influence of AV behaviors on average NOx emissions at various traffic signal cycle times. Source: processed by authors.</p>
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<p>Influence of AV behaviors on average VOC emissions at various traffic signal cycle times. Source: processed by authors.</p>
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<p>Influence of AV behaviors on average fuel consumption at various traffic signal cycle times. Source: processed by authors.</p>
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