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17 pages, 950 KiB  
Article
Combining Computational Fluid Dynamics, Structural Analysis, and Machine Learning to Predict Cerebrovascular Events: A Mild ML Approach
by Panagiotis K. Siogkas, Dimitrios Pleouras, Vasileios Pezoulas, Vassiliki Kigka, Vassilis Tsakanikas, Evangelos Fotiou, Vassiliki Potsika, George Charalampopoulos, George Galyfos, Fragkiska Sigala, Igor Koncar and Dimitrios I. Fotiadis
Diagnostics 2024, 14(19), 2204; https://doi.org/10.3390/diagnostics14192204 - 2 Oct 2024
Abstract
In order to predict cerebrovascular event occurrences, this work introduces a novel method that combines computational fluid dynamics (CFD), structural analysis, and machine learning (ML). The study presents a multidisciplinary approach to evaluate the risk of carotid atherosclerosis and cerebrovascular event prediction by [...] Read more.
In order to predict cerebrovascular event occurrences, this work introduces a novel method that combines computational fluid dynamics (CFD), structural analysis, and machine learning (ML). The study presents a multidisciplinary approach to evaluate the risk of carotid atherosclerosis and cerebrovascular event prediction by utilizing both imaging and non-imaging data. The study uses blood-flow simulations and 3D reconstruction techniques to identify important properties of plaque that may indicate cerebrovascular events. The analysis shows high accuracy of the model in predicting these events and is validated on a dataset of 134 asymptomatic individuals with carotid artery disease. The goal of this work is to improve clinical decision-making by providing a tool that blends machine learning algorithms, structural analysis, and CFD. The dataset imbalance was treated with two approaches in order to select the optimal one for the training of the Gradient Boosting Tree (GBT) classifier. The best GBT model yielded a balanced accuracy of 88%, having a ROC AUC of 0.92, a sensitivity of 0.88, and a specificity of 0.91. Full article
(This article belongs to the Special Issue Vascular Imaging: Advances, Applications, and Future Perspectives)
27 pages, 1565 KiB  
Article
A Study of Virtual Water Trade among G20 Countries from a Value-Added Trade Perspective
by Guangyao Deng and Keyu Di
Water 2024, 16(19), 2808; https://doi.org/10.3390/w16192808 - 2 Oct 2024
Abstract
Abstract: From a value-added trade perspective, this study utilizes the world input–output tables and the water footprint data of each industry in each country in the Eora database to explore the virtual water resources of 19 countries (the G20 countries excluding the [...] Read more.
Abstract: From a value-added trade perspective, this study utilizes the world input–output tables and the water footprint data of each industry in each country in the Eora database to explore the virtual water resources of 19 countries (the G20 countries excluding the European Union) in 2016. We calculated nine value chain decompositions and the pattern of virtual water flows and then explored the implied virtual water use due to the trade of intermediate goods and final goods, and we also analyzed the unequal trade of virtual water and added value among countries. The results indicate the following. Firstly, in most countries, the largest portion of virtual water is attributed to exports of intermediate inputs that are produced in the source country and fully utilized by the direct import countries, followed by the foreign value-added component of intermediate goods, while the smallest share of virtual water is returned to the country. Secondly, in value-added trade, excluding the rest of the world (ROW), China, France, Italy, Japan, Mexico, South Korea, South Africa, Saudi Arabia, and Germany are net importers in the virtual water trade between G20 countries, and the USA is the largest net exporter of virtual water. Thirdly, intermediate product trade is the dominant form of implied virtual water trade among countries, which leads to a net flow ratio of implied virtual water of about 80% to 90%. Lastly, the Virtual Water Inequality Index shows that thirteen country combinations, including Brazil and Argentina, exhibit significant inequality, and most countries are in a relatively equal state. In addition, the virtual water and added value of the relatively economically developed regions benefit more from the virtual water trade. Therefore, it is crucial for countries to reduce their consumption of virtual water when trading intermediate products to develop high-value-added and low-water-consumption industries and to choose appropriate virtual water trade targets. Full article
23 pages, 14151 KiB  
Article
Accurate Oil Temperature Prediction Model and Oil Refilling Parameters Optimization for Hydraulic Closed-Circuit System
by Kai Hu and Wenyi Zhang
Appl. Sci. 2024, 14(19), 8885; https://doi.org/10.3390/app14198885 - 2 Oct 2024
Abstract
Oil temperature plays a crucial role in hydraulic closed-circuit systems (HCS), and conventional thermal equilibrium models and coupled simulation models face challenges in terms of accuracy, efficiency, and cost when calculating oil temperature. This study introduces an innovative HCS oil temperature precise prediction [...] Read more.
Oil temperature plays a crucial role in hydraulic closed-circuit systems (HCS), and conventional thermal equilibrium models and coupled simulation models face challenges in terms of accuracy, efficiency, and cost when calculating oil temperature. This study introduces an innovative HCS oil temperature precise prediction model and oil refilling parameter optimization method. The initial sample space was determined through a Sobol sensitivity analysis and improved Latin hypercube sampling, leading to the development of a combinatorial agent model (CAM) suitable for oil temperature prediction with superior accuracy and stability compared to other methods. Based on CAM, the optimal oil refilling flow rates under various operational conditions are computed. To validate the efficacy of the theoretical analysis, an HCS experiment platform was established. The data indicates that the temperature prediction error range of the CAM model falls between 0.30 °C and 1.05 °C, and optimizing the oil refilling flow rate can effectively enhance system efficiency while ensuring that the oil temperature remains within permissible limits. The research methodology and findings are applicable in engineering practice and can be extended to optimize the design of other hydraulic systems. Full article
20 pages, 4521 KiB  
Article
Optimizing the Activation of WWTP Wet-Weather Operation Using Radar-Based Flow and Volume Forecasting with the Relative Economic Value (REV) Approach
by Vianney Courdent, Thomas Munk-Nielsen and Peter Steen Mikkelsen
Water 2024, 16(19), 2806; https://doi.org/10.3390/w16192806 - 2 Oct 2024
Abstract
Wastewater treatment plants (WWTPs) connected to combined sewer systems must cope with high flows during wet-weather conditions, often leading to bypass and thus pollution of water bodies. Radar rainfall forecasts coupled with a rainfall-runoff model provides flow and volume forecasts that can be [...] Read more.
Wastewater treatment plants (WWTPs) connected to combined sewer systems must cope with high flows during wet-weather conditions, often leading to bypass and thus pollution of water bodies. Radar rainfall forecasts coupled with a rainfall-runoff model provides flow and volume forecasts that can be used for deciding when to switch from normal to wet-weather operation, which temporarily allows for higher inflow. However, forecasts are by definition uncertain and may lead to potential mismanagement, e.g., false alarms and misses. Our study focused on two years of operational data from the Damhuså sewer catchment and WWTP. We used the Relative Economic Value (REV) framework to optimize the control parameters of a baseline control strategy (thresholds on flow measurements and radar flow prognosis) and to test new control strategies based on volume instead of flow thresholds. We investigated two situations with different objective functions, considering higher negative impact from misses than false alarms and vice versa, and obtained in both cases a reduction of the rate of false alarms, higher flow thresholds and lower bypass compared to the baseline control. We also assess a new control strategy that employs thresholds of predicted accumulated volume instead of predicted flow and achieved even better results. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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<p>Benefit from use of a flow forecast for wet-weather control switching, which leads to an avoided discharge (bypass) of untreated wastewater. Based on [<a href="#B7-water-16-02806" class="html-bibr">7</a>].</p>
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<p>The Damhuså catchment (<b>top</b>) and a process diagram of the Damhuså WWTP (<b>bottom</b>).</p>
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<p>Main loads and concentrations during dry weather operation (<b>a</b>) and wet weather with the two operation modes: conventional wet-weather operation (<b>b</b>) and ATS operation (<b>c</b>) (inspired from [<a href="#B7-water-16-02806" class="html-bibr">7</a>].</p>
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<p>Baseline control scheme for the ATS switch at the Damhuså WWTP (June 2015–June 2017), based on three different inputs, (<b>A</b>) the measured inflow at the WWTP, (<b>B</b>) the measured flow at Dæmning upstream in the drainage system, and (<b>C</b>) the flow prognosis at the WWTP using radar extrapolation data.</p>
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<p>Examples of ATS control switch for two events in August 2015 and June 2016, based on (see <a href="#water-16-02806-f004" class="html-fig">Figure 4</a>) flow measurements at the WWTP (A) and the upstream Dæmning location (B) and on radar flow prognosis (C). The maximal hydraulic capacity to the biological treatment varies under different conditions: (a) dry weather, (b) preparation of the ATS operation, (c) ATS operation, (d) critical sludge blanket level in secondary settlers and the wastewater bypassed (cross hatched).</p>
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<p>Example of volume based approach (dotted rectangles in purple and green) compared to the flow threshold approach (dotted rectangles in red), for three examples showing that use of a flow threshold can lead to both (<b>a</b>) false alarms and (<b>b</b>) hits, and that ((<b>c</b>), compared with (<b>b</b>)) volume forecasts can be made with different coupled volume-duration. “On” means that in a given situation ATS would be activated, and “off” that the ATS would not be activated. The time of activation of the ATS is represented by the time <span class="html-italic">t<sub>1</sub></span> and <span class="html-italic">t<sub>2</sub></span>.</p>
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<p>Average flow-duration criterion to start the ATS operation based on the radar flow prog-nosis.</p>
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<p>Histograms of the ATS event duration for the different control strategies outlined in <a href="#water-16-02806-t004" class="html-table">Table 4</a>.</p>
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<p><span class="html-italic">REV</span> response surface (*) for the current ATS control (FOR-2), with <span class="html-italic">k</span> and <span class="html-italic">α</span> as independent parameters, for the 3 different REF. Notice that the <span class="html-italic">k</span> and <span class="html-italic">α</span> axis are reversed for better visibility of the 3D plots.</p>
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<p>Cross-section of the <span class="html-italic">REV</span> surface response for high impact of misses with <span class="html-italic">k</span> = 0.2 (<b>a</b>–<b>c</b>) and high impact of false alarms with <span class="html-italic">k</span> = 0.8 (<b>d</b>–<b>f</b>).</p>
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21 pages, 2910 KiB  
Article
Streamflow Prediction with Time-Lag-Informed Random Forest and Its Performance Compared to SWAT in Diverse Catchments
by Desalew Meseret Moges, Holger Virro, Alexander Kmoch, Raj Cibin, Rohith A. N. Rohith, Alberto Martínez-Salvador, Carmelo Conesa-García and Evelyn Uuemaa
Water 2024, 16(19), 2805; https://doi.org/10.3390/w16192805 - 2 Oct 2024
Abstract
This study introduces a time-lag-informed Random Forest (RF) framework for streamflow time-series prediction across diverse catchments and compares its results against SWAT predictions. We found strong evidence of RF’s better performance by adding historical flows and time-lags for meteorological values over using only [...] Read more.
This study introduces a time-lag-informed Random Forest (RF) framework for streamflow time-series prediction across diverse catchments and compares its results against SWAT predictions. We found strong evidence of RF’s better performance by adding historical flows and time-lags for meteorological values over using only actual meteorological values. On a daily scale, RF demonstrated robust performance (Nash–Sutcliffe efficiency [NSE] > 0.5), whereas SWAT generally yielded unsatisfactory results (NSE < 0.5) and tended to overestimate daily streamflow by up to 27% (PBIAS). However, SWAT provided better monthly predictions, particularly in catchments with irregular flow patterns. Although both models faced challenges in predicting peak flows in snow-influenced catchments, RF outperformed SWAT in an arid catchment. RF also exhibited a notable advantage over SWAT in terms of computational efficiency. Overall, RF is a good choice for daily predictions with limited data, whereas SWAT is preferable for monthly predictions and understanding hydrological processes in depth. Full article
(This article belongs to the Special Issue Climate Change and Hydrological Processes)
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<p>Locations of the study areas.</p>
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<p>Overview of the three daily and three monthly Random Forest models with different feature sets. Abbreviations: <span class="html-italic">DM1</span>, <span class="html-italic">DM2</span>, and <span class="html-italic">DM3</span>, RF models at a daily time step; <span class="html-italic">DOY</span>, numeric day of the year; <span class="html-italic">i</span>, lag days or months; <span class="html-italic">MM1</span>, <span class="html-italic">MM2</span>, and <span class="html-italic">MM3</span>, Random Forest models at a monthly time step; <span class="html-italic">MOY</span>, numeric month of the year; <span class="html-italic">Pcp<sub>d</sub></span>, average precipitation on day <span class="html-italic">d</span>; <span class="html-italic">Pcp<sub>m</sub></span>, average precipitation in month <span class="html-italic">m</span>; <span class="html-italic">Q<sub>d</sub></span>, average streamflow on day <span class="html-italic">d</span>; <span class="html-italic">Q<sub>d+1</sub></span>, streamflow prediction for the next day; <span class="html-italic">Q<sub>m</sub></span>, average streamflow in month <span class="html-italic">m</span>; <span class="html-italic">Q<sub>m+1</sub></span>, streamflow prediction for the next month; <span class="html-italic">Tmax<sub>d</sub></span> and <span class="html-italic">Tmin<sub>d</sub></span>, maximum and minimum air temperature on day <span class="html-italic">d</span>; <span class="html-italic">Tmax<sub>m</sub></span> and <span class="html-italic">Tmin<sub>m</sub></span>, maximum and minimum air temperature in month <span class="html-italic">m</span>.</p>
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<p>Workflow used to compare the performance of SWAT and RF models. Abbreviations: DEM, digital elevation model; <span class="html-italic">NRMSE</span>, normalized root-mean-square error; <span class="html-italic">NSE</span>, Nash–Sutcliffe efficiency coefficient; <span class="html-italic">PBIAS</span>, percentage of bias; RF, Random Forest; SWAT, Soil and Water Assessment Tool; TD, Taylor diagram.</p>
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<p>Nash–Sutcliffe efficiency (<span class="html-italic">NSE</span>) for the (<b>A</b>) daily and (<b>B</b>) monthly streamflow predictions (during the testing period) for the Random Forest models.</p>
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<p>Taylor diagrams for comparison of the observed daily streamflow and the predictions by the Random Forest (RF) DM3 model and the Soil and Water Assessment Tool (SWAT) model across catchments. The “observed” data points (purple) are the reference values for evaluating the model predictions. The black dashed line corresponds to the standard deviation of the observed data. The golden contour lines indicate the values of the centered root-mean-squared errors (<span class="html-italic">CRMSE</span>). Perfect alignment between the observed and predicted values at the “observed” data point suggests a strong correlation, with no error (zero <span class="html-italic">CRMSE</span>) and similar variability (a similar standard deviation).</p>
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<p>Hydrographs for comparison of the observed daily streamflow to the predictions of the Random Forest (RF) DM3 model and the Soil and Water Assessment Tool (SWAT) model for the (<b>A</b>) Argos, (<b>B</b>) Porijõgi, (<b>C</b>) Rib, and (<b>D</b>) Bald Eaglecatchments.</p>
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<p>Hydrographs for comparison of the observed monthly streamflow and the predictions by the Random Forest (RF) MM3 model and the Soil and Water Assessment Tool (SWAT) model in the (<b>A</b>) Argos, (<b>B</b>) Porijõgi, (<b>C</b>) Rib, and (<b>D</b>) Bald Eagle catchments.</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 373
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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40 pages, 3325 KiB  
Article
Cybersecurity in a Scalable Smart City Framework Using Blockchain and Federated Learning for Internet of Things (IoT)
by Seyed Salar Sefati, Razvan Craciunescu, Bahman Arasteh, Simona Halunga, Octavian Fratu and Irina Tal
Smart Cities 2024, 7(5), 2802-2841; https://doi.org/10.3390/smartcities7050109 - 1 Oct 2024
Viewed by 474
Abstract
Smart cities increasingly rely on the Internet of Things (IoT) to enhance infrastructure and public services. However, many existing IoT frameworks face challenges related to security, privacy, scalability, efficiency, and low latency. This paper introduces the Blockchain and Federated Learning for IoT (BFLIoT) [...] Read more.
Smart cities increasingly rely on the Internet of Things (IoT) to enhance infrastructure and public services. However, many existing IoT frameworks face challenges related to security, privacy, scalability, efficiency, and low latency. This paper introduces the Blockchain and Federated Learning for IoT (BFLIoT) framework as a solution to these issues. In the proposed method, the framework first collects real-time data, such as traffic flow and environmental conditions, then normalizes, encrypts, and securely stores it on a blockchain to ensure tamper-proof data management. In the second phase, the Data Authorization Center (DAC) uses advanced cryptographic techniques to manage secure data access and control through key generation. Additionally, edge computing devices process data locally, reducing the load on central servers, while federated learning enables distributed model training, ensuring data privacy. This approach provides a scalable, secure, efficient, and low-latency solution for IoT applications in smart cities. A comprehensive security proof demonstrates BFLIoT’s resilience against advanced cyber threats, while performance simulations validate its effectiveness, showing significant improvements in throughput, reliability, energy efficiency, and reduced delay for smart city applications. Full article
(This article belongs to the Special Issue The Convergence of 5G and IoT in a Smart City Context)
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<p>Conceptual framework for secure and scalable IoT integration in smart city infrastructure.</p>
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<p>ProVerif verification process.</p>
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<p>Comparative Analysis of Computational Overhead in Cryptographic Operations across BFLIoT Scenarios.</p>
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<p>Reliability in differnet number of sensors.</p>
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<p>Energy consumption of different security methods as a function of the number of sensors.</p>
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<p>Latency in different numbers of nodes.</p>
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<p>Model accuracy in different epochs.</p>
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<p>Model loss in different epochs.</p>
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24 pages, 16220 KiB  
Article
Comprehensive Evaluation of the Massively Parallel Direct Simulation Monte Carlo Kernel “Stochastic Parallel Rarefied-Gas Time-Accurate Analyzer” in Rarefied Hypersonic Flows—Part A: Fundamentals
by Angelos Klothakis and Ioannis K. Nikolos
Computation 2024, 12(10), 198; https://doi.org/10.3390/computation12100198 - 1 Oct 2024
Viewed by 288
Abstract
The Direct Simulation Monte Carlo (DSMC) method, introduced by Graeme Bird over five decades ago, has become a crucial statistical particle-based technique for simulating low-density gas flows. Its widespread acceptance stems from rigorous validation against experimental data. This study focuses on four validation [...] Read more.
The Direct Simulation Monte Carlo (DSMC) method, introduced by Graeme Bird over five decades ago, has become a crucial statistical particle-based technique for simulating low-density gas flows. Its widespread acceptance stems from rigorous validation against experimental data. This study focuses on four validation test cases known for their complex shock–boundary and shock–shock interactions: (a) a flat plate in hypersonic flow, (b) a Mach 20.2 flow over a 70-degree interplanetary probe, (c) a hypersonic flow around a flared cylinder, and (d) a hypersonic flow around a biconic. Part A of this paper covers the first two cases, while Part B will discuss the remaining cases. These scenarios have been extensively used by researchers to validate prominent parallel DSMC solvers, due to the challenging nature of the flow features involved. The validation requires meticulous selection of simulation parameters, including particle count, grid density, and time steps. This work evaluates the SPARTA (Stochastic Parallel Rarefied-gas Time-Accurate Analyzer) kernel’s accuracy against these test cases, highlighting its parallel processing capability via domain decomposition and MPI communication. This method promises substantial improvements in computational efficiency and accuracy for complex hypersonic vehicle simulations. Full article
(This article belongs to the Special Issue Post-Modern Computational Fluid Dynamics)
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<p>A typical flowchart of the DSMC algorithm.</p>
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<p>(<b>Top</b>) parallel efficiency; (<b>Bottom</b>) memory spread (flat-plate test case) [<a href="#B39-computation-12-00198" class="html-bibr">39</a>].</p>
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<p>Velocity contours.</p>
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<p>Rotational temperature contours.</p>
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<p>(<b>Top</b>) pressure distribution at the upper surface; (<b>Bottom</b>) shear stress distribution along <math display="inline"><semantics> <mrow> <mi>x</mi> </mrow> </semantics></math>-axis. DAC results are obtained from [<a href="#B39-computation-12-00198" class="html-bibr">39</a>].</p>
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<p>Upper-surface heat flux. DAC results obtained from [<a href="#B39-computation-12-00198" class="html-bibr">39</a>].</p>
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<p>(<b>Top</b>) the geometry of the planetary probe; (<b>Bottom</b>) the positions of the corresponding thermocouples (1 to 9).</p>
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<p>Surface heat transfer (“flow conditions 1” subcase).</p>
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<p>Fore-cone computational grid (zoom-in view).</p>
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<p>(<b>Left</b>) axial velocity component; (<b>Right</b>) radial velocity component (“flow conditions 1” subcase).</p>
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<p>(<b>Left</b>) flow-field streamlines; (<b>Right</b>) velocity magnitude contours (“flow conditions 1” subcase).</p>
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<p>(<b>Left</b>) rotational temperature contours; (<b>Right</b>) total temperature contours (“flow conditions 1” subcase).</p>
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<p>Number-density distribution (“flow conditions 1” subcase).</p>
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<p>Surface heat transfer (“flow conditions 2” subcase).</p>
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<p>(<b>Left</b>) axial velocity; (<b>Right</b>) radial velocity (“flow conditions 2” subcase).</p>
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<p>(<b>Left</b>) flow-field streamlines; (<b>Right</b>) velocity contours (“flow conditions 2” subcase).</p>
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<p>(<b>Left</b>) rotational temperature; (<b>Right</b>) total temperature (“flow conditions 2” subcase).</p>
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<p>Number-density contours (“flow conditions 2” subcase).</p>
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<p>Three-dimensional contours of the surface heat-flux contours on the 70-degree blunted cone at (<b>a</b>) 0°, (<b>b</b>) 10°, (<b>c</b>) 20°, and (<b>d</b>) 30° angle of attack (“flow conditions 1” subcase).</p>
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<p>Line plots of the surface heat flux of the 70-degree interplanetary probe at (<b>a</b>) 0°, (<b>b</b>) 10°, (<b>c</b>) 20°, and (<b>d</b>) 30° angle of attack (“flow conditions 1” subcase).</p>
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25 pages, 13170 KiB  
Article
Design and Optimization of Water Level Control Gate System in Malwathu Oya River, Sri Lanka
by Pradeep Tharanga Kumara Rathnayaka and Jin-Young Lee
Water 2024, 16(19), 2797; https://doi.org/10.3390/w16192797 - 1 Oct 2024
Viewed by 346
Abstract
This research focuses on improving flood management of the Malwathu Oya River in Anuradhapura Historical City, Sri Lanka, by designing an efficient gate system for the weir of Halpan Ela in the Malwathu Oya River. Frequent flooding threatens agriculture, infrastructure, and public safety [...] Read more.
This research focuses on improving flood management of the Malwathu Oya River in Anuradhapura Historical City, Sri Lanka, by designing an efficient gate system for the weir of Halpan Ela in the Malwathu Oya River. Frequent flooding threatens agriculture, infrastructure, and public safety in this region. This research aims to enhance water level control in the upper reach of Halpan Ela Anicut by evaluating rainfall patterns, tank spillway efficiency, and gate operation challenges. Historical data on rainfall and tank spillage were analyzed. Flow simulations revealed significant pressure differences, with the existing gate structure showing an upstream pressure of 114,492.5 Pa at a maximum flow of 1740 m3/s, compared to 105,406 Pa for the new flap gate system at the same flow rate. This represents a pressure difference of 9 kPa, equivalent to a 0.9 m water head. Despite the system’s estimated cost of USD 0.1 million, the potential reduction in river flood damage, which currently exceeds USD 0.2 million annually, demonstrates its value. This research emphasizes the effectiveness of the flap gate system in reducing flood risks in Anuradhapura City compared to the existing gate type, though it is only a part of a broader flood mitigation strategy. Full article
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<p>The Malwathu Oya River flowing through the Nachchaduwa Reservoir, Anuradhapura City, and Halpan Ela Anicut, showcasing critical water management structures.</p>
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<p>Halpan Ela Anicut featuring 8 regulator gates with threaded operating stems. The upstream is inundated, showcasing dynamic water flow with eddies and vortices.</p>
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<p>Inundated areas in East Divisional Secretariat Division of Anuradhapura mapped according to field observations using GPS instruments after the 2015 flood event.</p>
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<p>Annual rainfall data of Sri Lanka from 1989 to 2019 for Dry zone. There was a notable increase to 2000 mm in 2014 due to climate change.</p>
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<p>Spilling details of Nachchaduwa tank based on daily recorded water level gauge data: Increased spilling water in 2012 and 2015 due to heavy rainfall.</p>
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<p>Three-dimensional model of fish-belly-type flap gate with stainless steel (density: 8000 kg/m<sup>3</sup>) and anchors spaced 0.46 m.</p>
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<p>Hinged leaf geometry for flap gate and leaf height inclined at 10°.</p>
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<p>Illustration of the hydrostatic water load, which comprises the horizontal component (H) caused by water pressure, the vertical component (V) due to up thrust, and the resultant force (R) resulting from the combined effects of the vertical and horizontal forces.</p>
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<p>Illustration of the direction of the resultant force exerted on the horizontal face due to water load, resulting from both the horizontal and vertical components of hydrostatic pressure.</p>
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<p>Distance from the center of the anchor point to the resultant water force, considering a hinged flap gate inclined at 10°.</p>
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<p>Illustration of the required hoisting force as a function of gate leaf angle position, accounting for changes in water height corresponding to the gate leaf opening.</p>
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<p>This 3D model features pivotal components, horizontal beams, and skin plates integrated into its design.</p>
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<p>Material selection process for 3D modeling.</p>
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<p>Illustrating mesh generation in a fish-belly-type flap gate. Mesh refers to the subdivision of the structure into smaller elements, facilitating detailed analysis and simulation.</p>
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<p>(<b>a</b>) Illustrates the von Mises stress distribution in the gate structure, identifying potential failure zones under complex loads. (<b>b</b>) Depicts the equivalent strain (ESTRN), detailing the extent of material deformation-either stretching or compression. (<b>c</b>) Presents the resultant displacement (URES) of the gate structure, quantifying the total movement of structural points due to applied loads. (<b>d</b>) Illustrates the initial 3D model.</p>
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<p>Boundary condition on flap gate system.</p>
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<p>(<b>a</b>) Boundary conditions for inlet substance, (<b>b</b>) goals or results that could be achieved, (<b>c</b>) various inlet substances.</p>
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<p>Flow simulation parameters and outcomes.</p>
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<p>Showcasing a 3D model of the existing Sluice Gate system, highlighting the position of the gate openings.</p>
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<p>Illustration of the results of fluid flow simulations at various gate openings: (<b>a</b>) at 25%, (<b>b</b>) at 50%, (<b>c</b>) 75%, and (<b>d</b>) at 100%, with a consistent flow rate of 1740 m<sup>3</sup>/s. The simulations depict upstream pressure differentials corresponding to each gate position.</p>
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<p>Illustration of the results of fluid flow simulations at various gate openings: (<b>a</b>) at 25%, (<b>b</b>) at 50%, (<b>c</b>) 75%, and (<b>d</b>) 100%, with a consistent flow rate of 273 m<sup>3</sup>/s. The simulations depict upstream pressure differentials corresponding to each gate position.</p>
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<p>Illustration of the results of fluid flow simulations at various gate openings: (<b>a</b>) at 25%, (<b>b</b>) at 50%, (<b>c</b>) 75%, and (<b>d</b>) 100%, with a consistent flow rate of 273 m<sup>3</sup>/s. The simulations depict upstream pressure differentials corresponding to each gate position.</p>
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<p>Illustration of the 3D model of the flap gate system, highlighting the position of the gate openings.</p>
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<p>Illustration of the results of fluid flow simulations at various gate openings for flap gate: (<b>a</b>) at 25%, (<b>b</b>) at 50%, (<b>c</b>) 75%, and (<b>d</b>) 100%, with a consistent flow rate of 273 m<sup>3</sup>/s. The simulations depict upstream pressure differentials corresponding to each gate position.</p>
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<p>Illustration of the results of fluid flow simulations at various gate openings for flap gate: (<b>a</b>) at 25%, (<b>b</b>) at 50%, (<b>c</b>) at 75%, and (<b>d</b>) at 100%, with a consistent flow rate of 1740 m<sup>3</sup>/s. The simulations depict upstream pressure differentials corresponding to each gate position.</p>
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<p>Illustration of the results of fluid flow simulations at various gate openings for flap gate: (<b>a</b>) at 25%, (<b>b</b>) at 50%, (<b>c</b>) at 75%, and (<b>d</b>) at 100%, with a consistent flow rate of 1740 m<sup>3</sup>/s. The simulations depict upstream pressure differentials corresponding to each gate position.</p>
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<p>Depiction of the water pressure dynamics upstream and flow patterns around the existing regulator gate system. The simulation exposes inefficiencies in water distribution, characterized by turbulent flows and uneven pressure zones. The simulations depict upstream pressure as 114,492.77 Pa and water patterns.</p>
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<p>Depiction of the water dynamics, demonstrating how the flap gate effectively manages flow to reduce turbulence and ensure controlled distribution. Upstream pressure is measured at 105,406 Pa, with detailed visualization of water patterns.</p>
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16 pages, 634 KiB  
Article
LGTCN: A Spatial–Temporal Traffic Flow Prediction Model Based on Local–Global Feature Fusion Temporal Convolutional Network
by Wei Ye, Haoxuan Kuang, Kunxiang Deng, Dongran Zhang and Jun Li
Appl. Sci. 2024, 14(19), 8847; https://doi.org/10.3390/app14198847 - 1 Oct 2024
Viewed by 325
Abstract
High-precision traffic flow prediction facilitates intelligent traffic control and refined management decisions. Previous research has built a variety of exquisite models with good prediction results. However, they ignore the reality that traffic flows can propagate backwards on road networks when modeling spatial relationships, [...] Read more.
High-precision traffic flow prediction facilitates intelligent traffic control and refined management decisions. Previous research has built a variety of exquisite models with good prediction results. However, they ignore the reality that traffic flows can propagate backwards on road networks when modeling spatial relationships, as well as associations between distant nodes. In addition, more effective model components for modeling temporal relationships remain to be developed. To address the above challenges, we propose a local–global features fusion temporal convolutional network (LGTCN) for spatio-temporal traffic flow prediction, which incorporates a bidirectional graph convolutional network, probabilistic sparse self-attention, and a multichannel temporal convolutional network. To extract the bidirectional propagation relationship of traffic flow on the road network, we improve the traditional graph convolutional network so that information can be propagated in multiple directions. In addition, in spatial global dimensions, we propose probabilistic sparse self-attention to effectively perceive global data correlations and reduce the computational complexity caused by the finite perspective graph. Furthermore, we develop a multichannel temporal convolutional network. It not only retains the temporal learning capability of temporal convolutional networks, but also corresponds each channel to a node, and it realizes the interaction of node features through output interoperation. Extensive experiments on four open access benchmark traffic flow datasets demonstrate the effectiveness of our model. Full article
(This article belongs to the Special Issue Advances in Intelligent Transportation Systems)
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<p>Spatial correlations. (<b>a</b>) Spatial relationship according to prior graph structure. (<b>b</b>) Pearson correlation coefficient for all nodes.</p>
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<p>Heterogeneity in temporal dimension.</p>
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<p>Feature distribution learned by self-attention. (<b>a</b>) The distribution of global attention values. (<b>b</b>) A node attention score in node order. (<b>c</b>) The attention score of a node is sorted from high to low.</p>
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<p>Overall framework of the model.</p>
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<p>Structure of dilated causal convolution.</p>
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<p>Prediction errors on different datasets. (<b>a</b>) MAE at different horizon. (<b>b</b>) MAPE(%) at different horizon. (<b>c</b>) RMSE at different horizon.</p>
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<p>Comparison of ablation experiment results.</p>
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18 pages, 3285 KiB  
Article
Experimental Investigations on the Impact of Hydrogen Injection Apertures in Pulsed Detonation Combustor
by Andrei Vlad Cojocea, Ionuț Porumbel, Mihnea Gall and Tudor Cuciuc
Energies 2024, 17(19), 4918; https://doi.org/10.3390/en17194918 - 1 Oct 2024
Viewed by 245
Abstract
Combustion through detonation marks an important leap in efficiency over standard deflagration methods. This research introduces a Pulsed Detonation Combustor (PDC) model that uses Hydrogen as fuel and Oxygen as an oxidizer, specifically targeting carbon-free combustion efforts. The PDC aerodynamic features boost operating [...] Read more.
Combustion through detonation marks an important leap in efficiency over standard deflagration methods. This research introduces a Pulsed Detonation Combustor (PDC) model that uses Hydrogen as fuel and Oxygen as an oxidizer, specifically targeting carbon-free combustion efforts. The PDC aerodynamic features boost operating cycle frequency and facilitate Deflagration-to-Detonation Transition (DDT) within distances less than 200 mm by means of Hartmann–Sprenger resonators and cross-flow fuel/oxidizer injection. The achievement of quality mixing in a short-time filling process represents not only higher cycle operation but also enhanced performances. The scope of this paper is to assess the impact of different fuel injectors with different opening areas on the performances of the PDC. This assessment, expressed as a function of the Equivalence Ratio (ER), is conducted using two primary methods. Instantaneous static pressures are recorded and processed to extract the maximum and average cycle pressure and characterize the pressure augmentation. Thrust measurements obtained using a load cell are averaged over the detonation cycle to calculate the time-averaged thrust. The specific impulse is subsequently determined based on these thrust measurements and the corresponding mass flow data. Full article
(This article belongs to the Section I2: Energy and Combustion Science)
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<p>(<b>a</b>) PDC section [<a href="#B28-energies-17-04918" class="html-bibr">28</a>], (<b>b</b>) Premixing Section, (<b>c</b>) Mixing diagram, (<b>d</b>) Fuel injection section.</p>
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<p>(<b>a</b>) PDC section [<a href="#B28-energies-17-04918" class="html-bibr">28</a>], (<b>b</b>) Premixing Section, (<b>c</b>) Mixing diagram, (<b>d</b>) Fuel injection section.</p>
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<p>Configuration and instrumentation diagram of the experimental setup: (<b>a</b>) Supply lines and load sensor; (<b>b</b>) Kulites (K1, K2) positions of the Detonation Channel (1, 2—measurement ports).</p>
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<p>Maximum cycle pressure.</p>
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<p>Mean cycle pressure.</p>
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<p>Pressure gain.</p>
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<p>Time-averaged thrust.</p>
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<p>Time-average total specific impulse.</p>
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<p>Time-average fuel-specific impulse.</p>
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18 pages, 8155 KiB  
Article
Optimizing Underground Natural Gas Storage Capacity through Numerical Modeling and Strategic Well Placement
by Cristian Nicolae Eparu, Alina Petronela Prundurel, Rami Doukeh, Doru Bogdan Stoica, Iuliana Veronica Ghețiu, Silviu Suditu, Ioana Gabriela Stan and Renata Rădulescu
Processes 2024, 12(10), 2136; https://doi.org/10.3390/pr12102136 - 1 Oct 2024
Viewed by 280
Abstract
This study focuses on optimizing the storage capacity of an underground natural gas storage facility through numerical modeling and simulation techniques. The reservoir, characterized by an elongated dome structure, was discretized into approximately 16,000 cells. Simulations were conducted using key parameters such as [...] Read more.
This study focuses on optimizing the storage capacity of an underground natural gas storage facility through numerical modeling and simulation techniques. The reservoir, characterized by an elongated dome structure, was discretized into approximately 16,000 cells. Simulations were conducted using key parameters such as permeability (10–70 mD) and porosity (12–26%) to assess the dynamics of gas injection and pressure distribution. The model incorporated core and petrophysical data to accurately represent the reservoir’s behavior. By integrating new wells in areas with storage deficits, the model demonstrated improvements in storage efficiency and pressure uniformity. The introduction of additional wells led to a significant increase in storage volume from 380 to 512 million Sm³ and optimized the injection process by reducing the storage period by 25%. The study concludes that reservoir performance can be enhanced with targeted well placement and customized flow rates, resulting in both increased storage capacity and economic benefits. Full article
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<p>Graphic abstract of the article (source: authors, based on article content).</p>
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<p>Diagram of the field of integration.</p>
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<p>Pressure condition diagram of a block.</p>
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<p>Diagram of blocks in the boundary conditions.</p>
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<p>Mass fluxes in the blocks.</p>
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<p>The outline of the deposit and the location of the wells.</p>
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<p>Spatial image of gas pressure distribution in the deposit (the coloring represents the pressure in the reservoir, starting from green, which means 30 bar (initial pressure) and going to the boundary of −60 bar).</p>
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<p>The image of the uneven loading of the deposit.</p>
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<p>Location of the new wells.</p>
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<p>Comparison of the pressure distribution in the reservoir after 30 days with new wells (<b>right</b>) or without new wells (<b>left</b>).</p>
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<p>Comparison of the pressure distribution in the reservoir after 60 days with new wells (<b>right</b>) or without new wells (<b>left</b>).</p>
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<p>Comparison of the pressure distribution in the reservoir after 90 days with new wells (<b>right</b>) or without new wells (<b>left</b>).</p>
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<p>Comparison of the pressure distribution in the reservoir after 120 days with new wells (<b>right</b>) or without new wells (<b>left</b>).</p>
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<p>Modification of pressure distribution in the reservoir due to new wells: (<b>a</b>) the gas distribution at the end of the injection; (<b>b</b>) uniform loading of the reservoir compared to the original situation.</p>
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<p>Image of the deposit after the 15-day quiescence period.</p>
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<p>Variations in cumulative injected and average pressure in the deposit and wells.</p>
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33 pages, 4414 KiB  
Article
Effects of Pressure, Hypoxia, and Hyperoxia on Neutrophil Granulocytes
by Richard F. Kraus, Daniel Panter, Michael A. Gruber, Stephanie Arndt, Petra Unger, Michael T. Pawlik and Diane Bitzinger
Biomolecules 2024, 14(10), 1242; https://doi.org/10.3390/biom14101242 - 30 Sep 2024
Viewed by 290
Abstract
Background: The application of normo- and hyperbaric O2 is a common therapy option in various disease patterns. Thereby, the applied O2 affects the whole body, including the blood and its components. This study investigates influences of pressure and oxygen fraction on [...] Read more.
Background: The application of normo- and hyperbaric O2 is a common therapy option in various disease patterns. Thereby, the applied O2 affects the whole body, including the blood and its components. This study investigates influences of pressure and oxygen fraction on human blood plasma, nutrient media, and the functions of neutrophil granulocytes (PMNs). Methods: Neutrophil migration, reactive oxygen species (ROS) production, and NETosis were examined by live cell imaging. The treatment of various matrices (Roswell Park Memorial Institute 1640 medium, Dulbecco’s Modified Eagle’s Medium, H2O, human plasma, and isolated PMNs) with hyperbaric oxygen (HBO) was performed. In addition, the expression of different neutrophil surface epitopes (CD11b, CD62L, CD66b) and the oxidative burst were investigated by flow cytometry (FACS). The application of cold atmospheric plasma (CAP) to normoxic and normobaric culture media served as a positive control. Soluble reaction products such as H2O2, reactive nitrogen species (RNS: NO2 and NO3), and ROS-dependent dihydrorhodamine oxidation were quantified by fluoro- and colorimetric assay kits. Results: Under normobaric normoxia, PMNs migrate slower and shorter in comparison with normobaric hyper- or hypoxic conditions and hyperbaric hyperoxia. The pressure component has less effect on the migration behavior of PMNs than the O2 concentration. Individual PMN cells produce prolonged ROS at normoxic conditions. PMNs showed increased expression of CD11b in normobaric normoxia, lower expression of CD62L in normobaric normoxia, and lower expression of CD66b after HBO and CAP treatment. Treatment with CAP increased the amount of ROS and RNS in common culture media. Conclusions: Hyperbaric and normobaric O2 influences neutrophil functionality and surface epitopes in a measurable way, which may have an impact on disorders with neutrophil involvement. In the context of hyperbaric experiments, especially high amounts of H2O2 in RPMI after hyperbaric oxygen should be taken into account. Therefore, our data support a critical indication for the use of normobaric and hyperbaric oxygen and conscientious and careful handling of oxygen in everyday clinical practice. Full article
26 pages, 33891 KiB  
Article
Coupling MATSim and the PALM Model System—Large Scale Traffic and Emission Modeling with High-Resolution Computational Fluid Dynamics Dispersion Modeling
by Janek Laudan, Sabine Banzhaf, Basit Khan and Kai Nagel
Atmosphere 2024, 15(10), 1183; https://doi.org/10.3390/atmos15101183 - 30 Sep 2024
Viewed by 289
Abstract
To effectively mitigate anthropogenic air pollution, it is imperative to implement strategies aimed at reducing emissions from traffic-related sources. Achieving this objective can be facilitated by employing modeling techniques to elucidate the interplay between environmental impacts and traffic activities. This paper highlights the [...] Read more.
To effectively mitigate anthropogenic air pollution, it is imperative to implement strategies aimed at reducing emissions from traffic-related sources. Achieving this objective can be facilitated by employing modeling techniques to elucidate the interplay between environmental impacts and traffic activities. This paper highlights the importance of combining traffic emission models with high-resolution turbulence and dispersion models in urban areas at street canyon level and presents the development and implementation of an interface between the mesoscopic traffic and emission model MATSim and PALM-4U, which is a set of urban climate application modules within the PALM model system. The proposed coupling mechanism converts MATSim output emissions into input emission flows for the PALM-4U chemistry module, which requires translating between the differing data models of both modeling systems. In an idealized case study, focusing on Berlin, the model successfully identified “hot spots” of pollutant concentrations near high-traffic roads and during rush hours. Results show good agreement between modeled and measured NOx concentrations, demonstrating the model’s capacity to accurately capture urban pollutant dispersion. Additionally, the presented coupling enables detailed assessments of traffic emissions but also offers potential for evaluating the effectiveness of traffic management policies and their impact on air quality in urban areas. Full article
(This article belongs to the Special Issue Recent Advances in Mobile Source Emissions (2nd Edition))
16 pages, 3091 KiB  
Article
Theoretical and Experimental Assessment of Nonlinear Acoustic Effects through an Orifice
by Elio Di Giulio, Riccardo Di Leva and Raffaele Dragonetti
Acoustics 2024, 6(4), 818-833; https://doi.org/10.3390/acoustics6040046 - 30 Sep 2024
Viewed by 301
Abstract
Nonlinear acoustic effects become prominent when acoustic waves propagate through an orifice, particularly at higher pressure amplitudes, potentially generating vortex rings and transferring acoustic energy into the flow. This study develops and validates a predictive theoretical model for acoustic behaviour both within and [...] Read more.
Nonlinear acoustic effects become prominent when acoustic waves propagate through an orifice, particularly at higher pressure amplitudes, potentially generating vortex rings and transferring acoustic energy into the flow. This study develops and validates a predictive theoretical model for acoustic behaviour both within and outside an orifice under linear conditions. Using transfer matrices, the model predicts the external acoustic field, while finite element numerical simulations are employed to validate the theoretical predictions in the linear regime. The experimental setup includes an impedance tube with a plate and orifice, supported by a custom-built system, where a loudspeaker generates acoustic waves. A single microphone is used to measure acoustic particle velocity and characterize the phenomenon, enabling the identification of the onset of nonlinearity. The experimental data show good agreement with the linear theoretical predictions. This work represents the first observation of nonlinear effects in a free-field environment within a semi-anechoic chamber, eliminating reflections from external surfaces, and demonstrates the efficacy of a purely acoustic-based system (speaker and two microphones) for evaluating speaker velocity and the resulting velocity within the orifice. Full article
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