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Search Results (398)

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23 pages, 906 KiB  
Article
Energy Solutions for Decarbonization of Industrial Heat Processes
by Danieli Veronezi, Marcel Soulier and Tímea Kocsis
Energies 2024, 17(22), 5728; https://doi.org/10.3390/en17225728 (registering DOI) - 15 Nov 2024
Viewed by 267
Abstract
The global rise in population and advancement in civilization have led to a substantial increase in energy demand, particularly in the industrial sector. This sector accounts for a considerable proportion of total energy consumption, with approximately three-quarters of its energy consumption being used [...] Read more.
The global rise in population and advancement in civilization have led to a substantial increase in energy demand, particularly in the industrial sector. This sector accounts for a considerable proportion of total energy consumption, with approximately three-quarters of its energy consumption being used for heat processes. To meet the Paris Agreement goals, countries are aligning policies with international agreements, and companies are setting net-zero targets. Upstream emissions of the Scope 3 category refer to activities in the company’s supply chain, being crucial for achieving its net-zero ambitions. This study analyzes heating solutions for the supply chain of certain globally operating companies, contributing to their 2030 carbon-neutral ambition. The objective is to identify current and emerging heating solutions from carbon dioxide equivalent (CO2e) impact, economic, and technical perspectives, considering regional aspects. The methodology includes qualitative and quantitative surveys to identify heating solutions and gather regional CO2e emission factors and energy prices. Calculations estimate the CO2e emissions and energy costs for each technology or fuel, considering each solution’s efficiency. The study focuses on Europe, the United States, Brazil, China, and Saudi Arabia, regions or countries representative of companies’ global supply chain setups. Results indicate that heat pumps are the optimal solution for low temperatures, while biomass is the second most prevalent solution, except in Saudi Arabia where natural gas is more feasible. For medium and high temperatures, natural gas is viable in the short term for Saudi Arabia and China, while biomass and electrification are beneficial for other regions. The proportion of electricity in the energy mix is expected to increase, but achieving decarbonization targets requires cleaner energy mixes or competitive Power Purchase Agreement (PPA) projects. Brazil, with its high proportion of renewable energy sources, offers favorable conditions for using green electricity to reduce emissions. The utilization of biomethane is promising if costs and incentives align with those in the EU. Although not the objective of this study, a comprehensive analysis of CAPEX and lifecycle costs associated with equipment is necessary when migrating technologies. Policies and economic incentives can also make these solutions more or less favorable. Full article
Show Figures

Figure 1

Figure 1
<p>Overview of GHG Protocol scopes and emissions across the value chain [<a href="#B13-energies-17-05728" class="html-bibr">13</a>].</p>
Full article ">Figure 2
<p>Industry drives global energy consumption [<a href="#B11-energies-17-05728" class="html-bibr">11</a>].</p>
Full article ">
22 pages, 7697 KiB  
Article
Using IoT for Cistern and Water Tank Level Monitoring
by Miguel A. Wister, Ernesto Leon, Alejandro Alejandro-Carrillo, Pablo Pancardo and Jose A. Hernandez-Nolasco
Appl. Syst. Innov. 2024, 7(6), 112; https://doi.org/10.3390/asi7060112 - 11 Nov 2024
Viewed by 401
Abstract
This paper proposes an experimental design to publish online the measurements obtained from four sensors: one sensor inside a cistern measures the level of drinking water, another sensor in a water tank monitors its level, a third sensor measures water flow or pressure [...] Read more.
This paper proposes an experimental design to publish online the measurements obtained from four sensors: one sensor inside a cistern measures the level of drinking water, another sensor in a water tank monitors its level, a third sensor measures water flow or pressure from the pipes, and a fourth sensor assesses water quality. Several tank filling and emptying tests were performed. Experimental results demonstrated that if the cistern perceived that there was no water in the tank, it turned on the water pump to fill the tank to 100% of its storage capacity; while this was happening, the water level in the cistern and tank, the flow of water from the piped water, and the quality of the water could be visualized on a dashboard. In short, this proposal monitors water levels and flows through the Internet of Things. Data collected by sensors are posted online and stored in a database. Full article
(This article belongs to the Section Information Systems)
Show Figures

Figure 1

Figure 1
<p>General scheme of the water monitoring system.</p>
Full article ">Figure 2
<p>Monitoring of Water Architecture. (<b>a</b>) Half-full cistern level and half-full water tank level, (<b>b</b>) half-full cistern level and almost empty water tank level, and (<b>c</b>) full cistern level and full water tank level.</p>
Full article ">Figure 3
<p>(<b>a</b>) Water level sensors (Ultrasonic Sensor JSN-SR04T-2.0). (<b>b</b>) Water flow sensor (Flow meter YF-SF01 3/4″ Hall Effect).</p>
Full article ">Figure 4
<p>(<b>a</b>) Water quality sensor (TDS Meter V1.0). (<b>b</b>) Submersible water pump 70-120L/H.</p>
Full article ">Figure 5
<p>(<b>a</b>) WeMos D1 mini ESP8266 WiFi. (<b>b</b>) NodeMCU v2 ESP8266 WiFi.</p>
Full article ">Figure 6
<p>(<b>a</b>) Raspberry Pi 4 Model-B 8GB RAM. (<b>b</b>) Relay module. 5V DC SRD-5VDC-SL-C.</p>
Full article ">Figure 7
<p>Descriptive scheme of the proposal.</p>
Full article ">Figure 8
<p>General architecture.</p>
Full article ">Figure 9
<p>Node-RED programming code for the dashboard, where all sensors and actuators are connected for visualizing on the Internet.</p>
Full article ">Figure 10
<p>Tank sensor node electronic circuit diagram.</p>
Full article ">Figure 11
<p>Node-RED programming code for the dashboard, where all sensors and actuators are connected for visualizing on the Internet.</p>
Full article ">Figure 12
<p>(<b>a</b>) Water tank level sensor circuit. (<b>b</b>) Cistern level sensor, water quality, and submersible pump circuit.</p>
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<p>(<b>a</b>) Scale model water tank. (<b>b</b>) Scale model cistern.</p>
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<p>Dashboard shows when the water pressure is zero L/min.</p>
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<p>System indicating when the water pressure is 15.99 L/min.</p>
Full article ">Figure 16
<p>System indicates when the tank is 97% full.</p>
Full article ">Figure 17
<p>System indicates the cistern is 85% full.</p>
Full article ">Figure 18
<p>System indicates when the water quality is 258 ppm.</p>
Full article ">Figure 19
<p>System indicates when the water quality is 334 ppm.</p>
Full article ">Figure 20
<p>Database output. Values about water quality, flow rate, and water levels in the tank and cistern.</p>
Full article ">Figure 21
<p>Graphing the database. Here, values about water quality, flow rate, water level in the tank, and water level in the cistern are depicted.</p>
Full article ">Figure 22
<p>Graphing the database. This table depicts values about water quality, flow rate, the water level in the tank, and the water level in the cistern.</p>
Full article ">
42 pages, 20876 KiB  
Article
Validating a Calibrated Model of a Groundwater Pump-And-Treat System Using Robust Multiple Regression
by Michael Rush, Leslie Gains-Germain, Lauren M. Foster and Tom Stockton
Water 2024, 16(22), 3178; https://doi.org/10.3390/w16223178 - 6 Nov 2024
Viewed by 509
Abstract
Validation of groundwater models is relatively challenging due to the need to reserve scarce water level data for calibration targets. In addition, traditional statistical validation metrics are unintuitive for non-technical audiences and do not directly identify model behaviors that require further refinement. We [...] Read more.
Validation of groundwater models is relatively challenging due to the need to reserve scarce water level data for calibration targets. In addition, traditional statistical validation metrics are unintuitive for non-technical audiences and do not directly identify model behaviors that require further refinement. We developed a novel model validation method that analyzes rate change events at pump-and-treat wells and statistically compares the water level responses at nearby monitoring wells between the data and model. The method takes advantage of events that occur alongside ambient pumping, unlike parameter estimation techniques that require independent drawdown or recovery events. The ability of the model to match well connections that are evident (or not evident) in the observations is characterized statistically, leading to four decision scenarios: model matches the observed connection (1) or lack thereof (2), model exhibits a connection that is not observed (3), or model over- or understates the observed connection (4). The method is applied to an FEHM-based groundwater flow and transport model that is shown to match 84.5% of the well connections analyzed. The method provides novel perspectives on the influence of calibration targets on the flow field and suggests that although the overall effect of drawdown targets was to improve the model, the choice of target well pairs creates flow pathways that may be inconsequential during normal operational conditions. The model adequately matches the flow over short spatial scales (<800 m) and over-represents the flow over greater distances (300–1200 m), suggesting the need for “null” drawdown targets in subsequent rounds of calibration. Full article
(This article belongs to the Section Hydrogeology)
Show Figures

Figure 1

Figure 1
<p>Example of CrEX-1 pumping event (<b>top</b>), corresponding CrPZ-2 monitoring well drawdown response in the data (<b>middle</b>) and in multiple model calibrations (<b>bottom</b>).</p>
Full article ">Figure 2
<p>Example of CrEX-1 pumping event (<b>top</b>), CrPZ-2 monitoring well water level recovery response in the data (<b>middle</b>) and multiple model calibrations (<b>bottom</b>).</p>
Full article ">Figure 3
<p>Flow chart describing well-pair classification scheme.</p>
Full article ">Figure 4
<p>Well-pair classifications based on <span class="html-italic">p</span>-value criteria; significance levels denoted as black lines and gray shading. Note that the effect of adjusting <math display="inline"><semantics> <mrow> <mi>α</mi> </mrow> </semantics></math> can be visually interpreted as shifts of the black line within the gray shading. Well pairs with data-model difference <span class="html-italic">p</span>-values greater than 0.01 are classified as matches (upper quadrants, 84.5%), with the model reproducing significant connections on the upper right (blue, 15.5%) and no connection on the upper left (green, 69%). Well pairs with data-model difference <span class="html-italic">p</span>-values less than 0.01 are classified as mismatched (lower quadrants, 15.5%), with the model overstating (purple, 6%) or understating (pink, 1.5%) a significant connection on the lower right and the model simulating connections that are not observed in the data on the lower left (orange, 7.5%).</p>
Full article ">Figure 5
<p>Well-pair classifications for CrEX-1 well pairs (<b>top</b>) and other wells (<b>bottom</b>); CrEX-2 and -3, CrIN-3, -4, and -5). CrEX-1 well pairs that were used to develop drawdown targets for the calibration are identified in cyan.</p>
Full article ">Figure 6
<p>Map-based representation of connection classifications for monitoring wells used in the development of drawdown targets during model calibration. Line colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data.</p>
Full article ">Figure 7
<p>Well-pair classifications based on <span class="html-italic">p</span>-value criteria against distance between monitoring and pumping wells. Instances of “Model Overly Connected” tend to occur at distances of 250–1750 m, whereas instances of “Model Matches Connection” occur at shorter distances (&lt;750 m).</p>
Full article ">Figure 8
<p>Map-based representation of response classifications for CrEX-1 well pairs. Similar to <a href="#water-16-03178-f006" class="html-fig">Figure 6</a>, line colors summarize results across calibrations based on the most common outcome for the monitoring well as a way to understand the broad behavior of the model with respect to the data. The general direction of flow is southeast (from the top left of the figure to the bottom right).</p>
Full article ">Figure A1
<p>Scatter plots and Huber regressions of pumping rate changes and monitoring well responses for CrEX-1 well pairs. Plot colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data. R-35a is excluded from the CrEX-1 analysis due to a low sample size (&lt;15 events). Each point on each panel represents <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> for a single event for the given well pair. <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are unitless because they are normalized by their respective standard deviations.</p>
Full article ">Figure A2
<p>Scatter plots and Huber regressions of pumping rate changes and monitoring well responses for CrEX-2 well pairs. Plot colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data. Each point on each panel represents <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> for a single event for the given well pair. <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are unitless because they are normalized by their respective standard deviations.</p>
Full article ">Figure A3
<p>Scatter plots and Huber regressions of pumping rate changes and monitoring well responses for CrEX-3 well pairs. Plot colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data. Each point on each panel represents <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> for a single event for the given well pair. <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are unitless because they are normalized by their respective standard deviations.</p>
Full article ">Figure A4
<p>Scatter plots and Huber regressions of pumping rate changes and monitoring well responses for CrIN-3 well pairs. Plot colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data. Each point on each panel represents <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> for a single event for the given well pair. <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are unitless because they are normalized by their respective standard deviations.</p>
Full article ">Figure A5
<p>Scatter plots and Huber regressions of pumping rate changes and monitoring well responses for CrIN-4 well pairs. Plot colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data. Each point on each panel represents <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> for a single event for the given well pair. <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are unitless because they are normalized by their respective standard deviations.</p>
Full article ">Figure A6
<p>Scatter plots and Huber regressions of pumping rate changes and monitoring well responses for CrIN-5 well pairs. Plot colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data. Each point on each panel represents <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> for a single event for the given well pair. <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are unitless because they are normalized by their respective standard deviations.</p>
Full article ">Figure A7
<p>Ratio of the standardized water level response (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>) to the standardized pumping rate change (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math>) for CrEX-1 well pairs. Faint grey lines connect the same event to allow comparison of each individual event among the data and each of calibrations 1 through 4. The <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>/<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> ratio is unitless because <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are normalized by their respective standard deviations.</p>
Full article ">Figure A8
<p>Ratio of the standardized water level response (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>) to the standardized pumping rate change (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math>) for CrEX-2 well pairs. Faint grey lines connect the same event to allow comparison of each individual event among the data and each of calibrations 1 through 4. The <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>/<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> ratio is unitless because <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are normalized by their respective standard deviations.</p>
Full article ">Figure A9
<p>Ratio of the standardized water level response (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>) to the standardized pumping rate change (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math>) for CrEX-3 well pairs. Faint grey lines connect the same event to allow comparison of each individual event among the data and each of calibrations 1 through 4. The <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>/<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> ratio is unitless because <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are normalized by their respective standard deviations.</p>
Full article ">Figure A10
<p>Ratio of the standardized water level response (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>) to the standardized pumping rate change (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math>) for CrIN-3 well pairs. Faint grey lines connect the same event to allow comparison of each individual event among the data and each of calibrations 1 through 4. The <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>/<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> ratio is unitless because <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are normalized by their respective standard deviations.</p>
Full article ">Figure A11
<p>Ratio of the standardized water level response (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>) to the standardized pumping rate change (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math>) for CrIN-4 well pairs. Faint grey lines connect the same event to allow comparison of each individual event among the data and each of calibrations 1 through 4. The <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>/<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> ratio is unitless because <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are normalized by their respective standard deviations.</p>
Full article ">Figure A12
<p>Ratio of the standardized water level response (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>) to the standardized pumping rate change (<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math>) for CrIN-5 well pairs. Faint grey lines connect the same event to allow comparison of each individual event among the data and each of calibrations 1 through 4. The <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math>/<math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> ratio is unitless because <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>q</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mo>∆</mo> <mi>h</mi> </mrow> </semantics></math> are normalized by their respective standard deviations.</p>
Full article ">Figure A13
<p>Histograms of residuals for Huber regressions of pumping rate changes and monitoring well responses for CrEX-1 well pairs. R-35a is excluded from the CrEX-1 analysis due to a low sample size (&lt;15 events). Residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A14
<p>Histograms of residuals for Huber regressions of pumping rate changes and monitoring well responses for CrEX-2 well pairs. Residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A15
<p>Histograms of residuals for Huber regressions of pumping rate changes and monitoring well responses for CrEX-3 well pairs. Residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A16
<p>Histograms of residuals for Huber regressions of pumping rate changes and monitoring well responses for CrIN-3 well pairs. Residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A17
<p>Histograms of residuals for Huber regressions of pumping rate changes and monitoring well responses for CrIN-4 well pairs. Residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A18
<p>Histograms of residuals for Huber regressions of pumping rate changes and monitoring well responses for CrIN-5 well pairs. Residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A19
<p>Residuals against fitted values for the CrEX-1 well pairs. R-35a is excluded from the CrEX-1 analysis due to a low sample size (&lt;15 events). Fitted values and residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A20
<p>Residuals against fitted values for the CrEX-2 well pairs. Fitted values and residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A21
<p>Residuals against fitted values for the CrEX-3 well pairs. Fitted values and residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A22
<p>Residuals against fitted values for the CrIN-3 well pairs. Fitted values and residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A23
<p>Residuals against fitted values for the CrIN-4 well pairs. Fitted values and residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A24
<p>Residuals against fitted values for the CrIN-5 well pairs. Fitted values and residuals are unitless because the predicted values are water levels normalized by standard deviation.</p>
Full article ">Figure A25
<p>Map-based representation of connection classifications for CrEX-1 well pairs. Line colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data.</p>
Full article ">Figure A26
<p>Map-based representation of connection classifications for CrEX-2 well pairs. Line colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data.</p>
Full article ">Figure A27
<p>Map-based representation of connection classifications for CrEX-3 well pairs. Line colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data.</p>
Full article ">Figure A28
<p>Map-based representation of connection classifications for CrIN-3 well pairs. Line colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data.</p>
Full article ">Figure A29
<p>Map-based representation of connection classifications for CrIN-4 well pairs. Line colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data.</p>
Full article ">Figure A30
<p>Map-based representation of connection classifications for CrIN-5 well pairs. Line colors summarize results across calibrations based on the most common outcome for the monitoring well to clarify the broad behavior of the model with respect to the data.</p>
Full article ">
15 pages, 3747 KiB  
Article
Development of a Hybrid AI Model for Fault Prediction in Rod Pumping System for Petroleum Well Production
by Aoxue Zhang, Yanlong Zhao, Xuanxuan Li, Xu Fan, Xiaoqing Ren, Qingxia Li and Leishu Yue
Energies 2024, 17(21), 5422; https://doi.org/10.3390/en17215422 - 30 Oct 2024
Viewed by 300
Abstract
Rod pumping systems are widely used in oil wells. Accurate fault prediction could reduce equipment fault rate and has practical significance in improving oilfield production efficiency. This paper analyzed the production journal of rod pumping wells in block X of Xinjiang Oilfield. According [...] Read more.
Rod pumping systems are widely used in oil wells. Accurate fault prediction could reduce equipment fault rate and has practical significance in improving oilfield production efficiency. This paper analyzed the production journal of rod pumping wells in block X of Xinjiang Oilfield. According to the production journal, oil well maintenance operations are primarily caused by five types of faults: scale, wax, corrosion, fatigue, and wear. These faults make up approximately 90% of all faults. 1354 oil wells in the block that experienced workover operations as a result of the aforementioned factors were chosen as the research objects for this paper. To lower the percentage of data noise, wavelet threshold denoising and variational mode decomposition were used. Based on the bidirectional long short-term memory network, an intelligent model for fault prediction was built. It was trained and verified with the help of the sparrow search algorithm. Its efficacy was demonstrated by testing various deep learning models in the same setting and with identical parameters. The results show that the prediction accuracy of the model is the highest compared with other 11 models, reaching 98.61%. It is suggested that the model using artificial intelligence can provide an accurate fault warning for the oilfield and offer guidance for the maintenance of the rod pumping system, which is meant to reduce the occurrence of production stagnation and resource waste. Full article
(This article belongs to the Special Issue New Advances in Oil, Gas and Geothermal Reservoirs: 2nd Edition)
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<p>Proportion of five fault causes.</p>
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<p>The structure diagram of the model.</p>
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<p>The internal structure of LSTM.</p>
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<p>Comparison of characteristic curves before and after wavelet denoising.</p>
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<p>VMD results.</p>
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<p>Comparison between the predicted type and the real type.</p>
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<p>Accuracy comparison of different models.</p>
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<p>Prediction scores.</p>
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17 pages, 4572 KiB  
Article
Optical Energy Increasing in a Synchronized Motif-Ring Array of Autonomous Erbium-Doped Fiber Lasers
by José Octavio Esqueda de la Torre, Juan Hugo García-López, Rider Jaimes-Reátegui, José Luis Echenausía-Monroy, Eric Emiliano López-Muñoz, Héctor Eduardo Gilardi-Velázquez and Guillermo Huerta-Cuellar
Quantum Beam Sci. 2024, 8(4), 27; https://doi.org/10.3390/qubs8040027 - 29 Oct 2024
Viewed by 454
Abstract
This work investigates the enhancement of optical energy in the synchronized dynamics of three erbium-doped fiber lasers (EDFLs) that are diffusively coupled in a unidirectional ring configuration without the need for external pump modulation. Before the system shows stable high-energy pulses, different dynamic [...] Read more.
This work investigates the enhancement of optical energy in the synchronized dynamics of three erbium-doped fiber lasers (EDFLs) that are diffusively coupled in a unidirectional ring configuration without the need for external pump modulation. Before the system shows stable high-energy pulses, different dynamic behaviors can be observed in the dynamics of the coupled lasers. The evolution of the studied system was analyzed using different techniques for different values of coupling strength. The system shows the well-known dynamic behavior towards chaos at weak coupling, starting with a fixed point at low coupling and passing through Hopf and torus bifurcations as the coupling strength increases. An interesting finding emerged at high coupling strengths, where phase locking occurs between the frequencies of the three lasers of the system. This phase-locking leads to a significant increase in the peak energy of the EDFL pulses, effectively converting the emission into short, high amplitude pulses. With this method, it is possible to significantly increase the peak energy of the laser compared to a continuous EDFL single pulse. Full article
(This article belongs to the Section High-Power Laser Physics)
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<p>Each laser shows a (<b>left</b>) time series of the relaxing oscillation and (<b>right</b>) the corresponding relaxation frequency <math display="inline"><semantics> <msub> <mi>f</mi> <mi>r</mi> </msub> </semantics></math> for the autonomous EDFL described by the Equation (<a href="#FD1-qubs-08-00027" class="html-disp-formula">1</a>).Original data obtained from the numerical simulation of our experiments please see <a href="#app1-qubs-08-00027" class="html-app">Supplementary Materails</a>.</p>
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<p>Schematic arrangement of a three EDFL in a ring connection with phase shift for laser 2 and laser 3.</p>
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<p>(<b>Top</b>) Bifurcation diagram of the time-series peak energy of an EDFL (<math display="inline"><semantics> <msub> <mi>x</mi> <mn>1</mn> </msub> </semantics></math> (in arbitrary units), showing the dynamic evolution of each laser in the ring configuration as the coupling <span class="html-italic">k</span> increases, and (<b>button</b>) the MLE as a function of <span class="html-italic">k</span>.</p>
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<p>(<b>i</b>) Time series and (<b>ii</b>) the corresponding Poincaré sections at (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0258</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0382</mn> </mrow> </semantics></math>, (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0549</mn> </mrow> </semantics></math>, (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0584</mn> </mrow> </semantics></math>, and (<b>e</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.1481</mn> </mrow> </semantics></math>.</p>
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<p>(<b>i</b>) Rotating phase oscillations and (<b>ii</b>) phase portraits for (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0257</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0381</mn> </mrow> </semantics></math>, (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0548</mn> </mrow> </semantics></math> and (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0583</mn> </mrow> </semantics></math>.</p>
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<p>Bifurcation diagram showing the development of the frequency-power spectrum of <math display="inline"><semantics> <msub> <mi>x</mi> <mn>1</mn> </msub> </semantics></math> as a function of the coupling strength <span class="html-italic">k</span>.</p>
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<p>Power spectrum at (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0325</mn> </mrow> </semantics></math> <math display="inline"><semantics> <mrow> <msub> <mi mathvariant="normal">Ω</mi> <mn>0</mn> </msub> <mo>=</mo> <mn>28</mn> </mrow> </semantics></math> kHz, (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0415</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mi mathvariant="normal">Ω</mi> <mn>0</mn> </msub> <mo>=</mo> <mn>52.32</mn> </mrow> </semantics></math> kHz, <math display="inline"><semantics> <mrow> <msub> <mi mathvariant="normal">Ω</mi> <mn>1</mn> </msub> <mo>=</mo> <mn>25.83</mn> </mrow> </semantics></math> kHz, (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.0565</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mi mathvariant="normal">Ω</mi> <mn>0</mn> </msub> <mo>=</mo> <mn>25.83</mn> </mrow> </semantics></math> kHz, <math display="inline"><semantics> <mrow> <msub> <mi mathvariant="normal">Ω</mi> <mn>1</mn> </msub> <mo>=</mo> <mn>49.01</mn> </mrow> </semantics></math> kHz, <math display="inline"><semantics> <mrow> <msub> <mi mathvariant="normal">Ω</mi> <mn>2</mn> </msub> <mo>=</mo> <mn>74.83</mn> </mrow> </semantics></math> kHz, and (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>.</p>
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<p>Bistable region for <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.1409</mn> </mrow> </semantics></math> containing (<b>a</b>) a stable limit oscillation and (<b>b</b>) chaotic dynamics for (<b>i</b>) the phase spaces of the behavior and (<b>ii</b>) the frequency-power spectra.</p>
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<p>Temporal oscillations of the three lasers in the ring (laser 1 in red, laser 2 in blue, and laser 3 in green), in the left figure it is possible to appreciate the phase-locking between the lasers, and at the right the temporal series with phase-shifting to synchronize the pulses.</p>
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<p>Phase difference between the obtained laser energy for <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>&gt;</mo> <mn>0.1481</mn> </mrow> </semantics></math> without phase correction (blue), and with phase correction (pink). <math display="inline"><semantics> <mrow> <mn>0</mn> <mo>&lt;</mo> <mi>k</mi> <mo>&lt;</mo> <mn>0.2</mn> </mrow> </semantics></math>.</p>
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<p>Averaged phase synchronization compared to the optical transmittance <span class="html-italic">k</span> for <math display="inline"><semantics> <msub> <mi>x</mi> <mn>1</mn> </msub> </semantics></math> and <math display="inline"><semantics> <msub> <mi>x</mi> <mn>2</mn> </msub> </semantics></math> (<b>a</b>) with and (<b>b</b>) without phase shift.</p>
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<p>Bifurcation diagrams of the peak intensity of the superposition of <math display="inline"><semantics> <msub> <mi>x</mi> <mn>1</mn> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>x</mi> <mn>2</mn> </msub> </semantics></math> and <math display="inline"><semantics> <msub> <mi>x</mi> <mn>3</mn> </msub> </semantics></math> (<b>a</b>) without phase shift and (<b>b</b>) with phase shift, for <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.18</mn> </mrow> </semantics></math>.</p>
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<p>(<b>a</b>) Time series of <math display="inline"><semantics> <msub> <mi>x</mi> <mn>1</mn> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>x</mi> <mn>2</mn> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>x</mi> <mn>3</mn> </msub> </semantics></math> and the sum of these three intensities (<math display="inline"><semantics> <mrow> <msub> <mi>x</mi> <mn>1</mn> </msub> <mo>+</mo> <msub> <mi>x</mi> <mn>2</mn> </msub> <mo>+</mo> <msub> <mi>x</mi> <mn>3</mn> </msub> </mrow> </semantics></math>) without phase shift for <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.18</mn> </mrow> </semantics></math> and (<b>b</b>) time series of <math display="inline"><semantics> <msub> <mi>x</mi> <mn>1</mn> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>x</mi> <mn>2</mn> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>x</mi> <mn>3</mn> </msub> </semantics></math> and the sum of these three intensities (<math display="inline"><semantics> <mrow> <msub> <mi>x</mi> <mn>1</mn> </msub> <mo>+</mo> <msub> <mi>x</mi> <mn>2</mn> </msub> <mo>+</mo> <msub> <mi>x</mi> <mn>3</mn> </msub> </mrow> </semantics></math>) with phase shift for <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0.18</mn> </mrow> </semantics></math>.</p>
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18 pages, 5654 KiB  
Article
Trend Prediction of Vibration Signals for Pumped-Storage Units Based on BA-VMD and LSTM
by Nan Hu, Linghua Kong, Hongyong Zheng, Xulei Zhou, Jian Wang, Jian Tao, Weijiao Li and Jianyi Lin
Energies 2024, 17(21), 5331; https://doi.org/10.3390/en17215331 - 26 Oct 2024
Viewed by 477
Abstract
Under “dual-carbon” goals and rapid renewable energy growth, increasing start-stop frequency poses new challenges to safe operations of pumped-storage power plant equipment. Ensuring equipment safety and predictive maintenance under complex conditions urgently requires vibration warnings and trend forecasting for pumped-storage units. In this [...] Read more.
Under “dual-carbon” goals and rapid renewable energy growth, increasing start-stop frequency poses new challenges to safe operations of pumped-storage power plant equipment. Ensuring equipment safety and predictive maintenance under complex conditions urgently requires vibration warnings and trend forecasting for pumped-storage units. In this study, the measured vibration-signal characteristics of pumped-storage units in a strong background-noise environment are obtained using a noise-reduction method that integrates BA-VMD and wavelet thresholding. We monitored the vibration-signal data of hydroelectric units over a long period of time, and the measured vibration-signal characteristics of pumped-storage units in a strong background-noise environment are accurately obtained using a noise-reduction method that integrates BA-VMD and wavelet thresholding. In this paper, a BP neural network prediction model, a support vector machine (SVM) prediction model, a convolutional neural network (CNN) prediction model, and a long short-term memory network (LSTM) prediction model are used to predict the trend of vibration signals of the pumped-storage unit under different operating conditions. The model prediction effect is analyzed by using the different error evaluation functions, and the prediction results are compared with the predicted results of the four different methods. By comparing the prediction effects of the four different methods, it is concluded that LSTM has higher prediction accuracy and can predict the vibration trends of hydropower units more accurately. Full article
(This article belongs to the Section D: Energy Storage and Application)
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<p>Original vibration-signal map. The vertical axis represents the amplitude of vibration.</p>
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<p>Flowchart of vibration-signal noise-reduction method based on BA-VMD combined with wavelet thresholding.</p>
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<p>RNN neuron structure diagram.</p>
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<p>Diagram of the internal structure of the LSTM network model.</p>
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<p>IMF Plot of change in minimum value of entropy of arrangement.</p>
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<p>VMD decomposition of vibration signal.</p>
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<p>Noise-reduction plots with different threshold functions. (<b>a</b>): original signal map, (<b>b</b>): soft-threshold noise-reduction map, (<b>c</b>): fixed-threshold noise-reduction map, (<b>d</b>): hard-thresholding noise-reduction map).</p>
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<p>Vibration signal and noise-reduction map.</p>
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<p>Plot of predicted results of different models for the upper guide bearing. (<b>a</b>): CNN model prediction results, (<b>b</b>): SVR model prediction results, (<b>c</b>): BP model prediction results, (<b>d</b>): LSTM model prediction results.</p>
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<p>Plot of predicted results of different models for the lower guide bearing. (<b>a</b>): CNN model prediction results (<b>b</b>): SVR model prediction results (<b>c</b>): BP model prediction results (<b>d</b>): LSTM model prediction results.</p>
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<p>Plot of predicted results of different models for the water guide bearing. (<b>a</b>): CNN model prediction results, (<b>b</b>): SVR model prediction results, (<b>c</b>): BP model prediction results, (<b>d</b>): LSTM model prediction results.</p>
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20 pages, 10612 KiB  
Review
Review of Photodetectors for Space Lidars
by Xiaoli Sun
Sensors 2024, 24(20), 6620; https://doi.org/10.3390/s24206620 - 14 Oct 2024
Viewed by 493
Abstract
Photodetectors play a critical role in space lidars designed for scientific investigations from orbit around planetary bodies. The detectors must be highly sensitive due to the long range of measurements and tight constraints on the size, weight, and power of the instrument. The [...] Read more.
Photodetectors play a critical role in space lidars designed for scientific investigations from orbit around planetary bodies. The detectors must be highly sensitive due to the long range of measurements and tight constraints on the size, weight, and power of the instrument. The detectors must also be space radiation tolerant over multi-year mission lifetimes with no significant performance degradation. Early space lidars used diode-pumped Nd:YAG lasers with a single beam for range and atmospheric backscattering measurements at 1064 nm or its frequency harmonics. The photodetectors used were single-element photomultiplier tubes and infrared performance-enhanced silicon avalanche photodiodes. Space lidars have advanced to multiple beams for surface topographic mapping and active infrared spectroscopic measurements of atmospheric species and surface composition, which demand increased performance and new capabilities for lidar detectors. Higher sensitivity detectors are required so that multi-beam and multi-wavelength measurements can be performed without increasing the laser and instrument power. Pixelated photodetectors are needed so that a single detector assembly can be used for simultaneous multi-channel measurements. Photon-counting photodetectors are needed for active spectroscopy measurements from short-wave infrared to mid-wave infrared. HgCdTe avalanche photodiode arrays have emerged recently as a promising technology to fill these needs. This paper gives a review of the photodetectors used in past and present lidars and the development and outlook of HgCdTe APD arrays for future space lidars. Full article
(This article belongs to the Section Remote Sensors)
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<p>Photographs of the PMT used in ICESat-2/ATLAS. They were made by Hamamatsu Corporation, Model R7600-300-M16, and up-screened and space-qualified at NASA. The PMT consists of an extended bi-alkali photocathode, a 10-stage dynode chain, and 4 × 4 segmented anodes. There are 16 outputs, one for each anode.</p>
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<p>Photographs and micrographs of the silicon APD preamplifier module used in GLAS on ICESat: (<b>a</b>) detector module in a 1-inch diameter TO-8 invar metal housing with an optical window; (<b>b</b>) hybrid circuit containing an APD chip, a preamplifier and a high voltage bias regulation circuit; (<b>c</b>) top surface of the active area of the APD with an array of small dimples to deflect the light to increase the photon absorption path length; and (<b>d</b>) enlarged view of the dimple array.</p>
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<p>Photographs of an SPCM used in ICESat/GLAS: (<b>a</b>) detector header with the window removed, showing the silicon APD on top of a TEC and the first stage quenching electronics on a hybrid circuit; (<b>b</b>) SPCM subassembly used in ICESat/GLAS; (<b>c</b>) the power supply and TEC control electronics made by Space Power Electronics, Inc., Bonaire, GA, USA.</p>
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<p>Illustration of HDVIP HgCdTe APD layout and a photograph of the 4 × 4 pixel HgCdTe APD array and ROIC on the chip carrier.</p>
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<p>Spectral response of the 4 × 4 pixel HgCdTe APDs [<a href="#B46-sensors-24-06620" class="html-bibr">46</a>]. The QE is defined as the ratio of the number of output photoelectrons to the number of incident photons at unity APD gain.</p>
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<p>Photographs of the IDCA with the 4 × 4 pixel HgCdTe APD array in a tactical cooler: (<b>a</b>) tactical cooler with the APD array in the Dewar before integration with the external electronics; (<b>b</b>) complete IDCA with the signal buffer amplifiers and detector control electronics on an aluminum support structure.</p>
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<p>Test results of the 2 × 8 pixel IDCA: (<b>a</b>) pulse counts vs. detection threshold from individual pixels in the dark and under illumination at 1.03 μm wavelength; and (<b>b</b>) PDE vs. FER at different detection thresholds. The colors of the curves indicated the outputs from different pixels. The PDE is the ratio of the rate of the net detected photons to the rate of the incident photons. The FER is the rate of the dark counts.</p>
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<p>QE of the analog signal output and maximum PDE from threshold crossing detection of the latest 2 × 8 pixel IDCA measured at 1.55 μm wavelength.</p>
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<p>(<b>a</b>) Impulse response pulse shape; (<b>b</b>) output pulse amplitude vs. the input pulse energy in photons/pulse from the 2 × 8 pixel IDCA at 1.55 μm wavelength.</p>
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<p>(<b>a</b>) Illustration and photograph of the microlens array (MLA) above a 2 × 8 pixel HgCdTe APD array which is also known as focal plane array (FPA); (<b>b</b>) surface scan of a single pixel without the microlens array; and (<b>c</b>) surface scan with the microlens array. The surface scan was performed at 1.03 μm wavelength with a light spot size of about 5 μm.</p>
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<p>Photographs of the 2 × 8 pixel IDCAs: (<b>a</b>) the first generation IDCA designed for CubeSat [<a href="#B51-sensors-24-06620" class="html-bibr">51</a>]; (<b>b</b>) the latest IDCA designed for use in a small lidar. The IDCAs weigh about 0.8 kg with all the peripheral electronics. The cryo-cooler itself consumes about 6 W of electrical power. The electronics consume less than 2 W of power.</p>
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23 pages, 5488 KiB  
Article
Groundwater Recharge Response to Reduced Irrigation Pumping: Checkbook Irrigation and the Water Savings Payment Plan
by Justin Gibson, Trenton E. Franz, Troy Gilmore, Derek Heeren, John Gates, Steve Thomas and Christopher M. U. Neale
Water 2024, 16(20), 2910; https://doi.org/10.3390/w16202910 - 13 Oct 2024
Viewed by 845
Abstract
Ongoing investments in irrigation technologies highlight the need to accurately estimate the longevity and magnitude of water savings at the watershed level to avoid the paradox of irrigation efficiency. This paradox arises when irrigation pumping exceeds crop water demand, leading to excess water [...] Read more.
Ongoing investments in irrigation technologies highlight the need to accurately estimate the longevity and magnitude of water savings at the watershed level to avoid the paradox of irrigation efficiency. This paradox arises when irrigation pumping exceeds crop water demand, leading to excess water that is not recovered by the watershed. Comprehensive water accounting from farm to watershed scales is challenging due to spatial variability and inadequate socio-hydrological data. We hypothesize that water savings are short term, as prior studies show rapid recharge responses to surface changes. Precise estimation of these time scales and water savings can aid water managers making decisions. In this study, we examined water savings at three 65-hectare sites in Nebraska with diverse soil textures, management practices, and groundwater depths. Surface geophysics effectively identified in-field variability in soil water content and water flux. A one-dimensional model showed an average 80% agreement with chloride mass balance estimates of deep drainage. Our findings indicate that groundwater response times are short and water savings are modest (1–3 years; 50–900 mm over 10 years) following a 120 mm/year reduction in pumping. However, sandy soils with shallow groundwater show minimal potential for water savings, suggesting limited effectiveness of irrigation efficiency programs in such regions. Full article
(This article belongs to the Section Hydrology)
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<p>Conceptual diagram of water savings and hypothetical case study. The lag time is defined by the amount of time that elapses following a reduction in pumping but before recharge rates begin to decrease. Lag times are a function of the depth to groundwater, soil water states and fluxes, and soil hydraulic parameters. Also note that the water savings are flat after 3 years, meaning no additional benefit, and that future management decisions can reduce water savings if pumping rates return to their initial rates or if field experiences prolonged periods of dry conditions.</p>
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<p>Location of the three study sites near Brule, NE (red dot on USA). Each site is ~65 ha in area and primarily under irrigated maize production. White outlines are SSURGO soil boundaries. Field sites are S1, S3 and S4 from west to east.</p>
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<p>Results of time-repeat ECa mapping from the Dualem 21S instrument (deep signal ~0–3.2 m) and the corresponding 1st EOF reprojected spatially for each of the three 65 ha study sites (see <a href="#water-16-02910-t001" class="html-table">Table 1</a> for sample dates). Warm EOF colors indicate drier zones/coarser soil texture and cooler colors indicate wetter zones/finer soil texture compared to the field average. White lines are SSURGO soil boundaries. White dots are locations of core extraction (20 November 2017). Red dots are the location of the groundwater observation well (closest well to S1 was ~0.4 km away and not pictured here). Geophysical data layers can be found in <a href="#app1-water-16-02910" class="html-app">Files SI1–SI3</a>.</p>
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<p>Volumetric water content (VWC) and chloride (Cl<sup>−</sup>) concentration profiles of soil cores extracted from the three field sites. Line colors correspond to EOF values determined at the core location (e.g., warm colors correspond to negative EOF values, green colors correspond to near-zero EOF values, and cool colors correspond to positive EOF values; see <a href="#water-16-02910-f003" class="html-fig">Figure 3</a>). Sawtooth patterns observed in VWC and Cl- profiles align with changes in soil textures. Data from this analysis can be found in SI4.</p>
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<p>Numerical modeling results of annual deep drainage; 2012 was an exceptionally dry year with 36% of average precipitation falling for that year. Bar colors correspond to EOF values determined at the core location (e.g., warm colors correspond to negative EOF values, green colors correspond to near-zero EOF values, and cool colors correspond to positive EOF values).</p>
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<p>Volumetric water content profiles from the core analysis overlain onto numerical modeling outputs. Bands are the minimum and maximum of ranges of the simulated VWC profiles and dashed lines are the corresponding simulated mean over the 10-year simulation period. Lines with circles are from the extracted volumetric analysis from core. Line and band colors correspond to the EOF values determined at the core location (e.g., warm colors correspond to negative EOF values, green colors correspond to near-zero EOF values, and cool colors correspond to positive EOF values).</p>
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<p>Correlation between root zone depth integrated VWC for extracted cores and the corresponding simulated root zone depth-integrated VWC (10-year average). EOF values at each core location from the repeat geophysical analysis separate the relative ranges of depth integrated VWC for both the extracted cores and simulated soil profiles. Solid line is 1:1 and dashed line is best fit to data.</p>
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<p>Time series of model output determined at one core (S4C) from two paired simulations that vary only in irrigation scheduling routines. In this case, the lag time is approximately 2.5 years long (determined visually when recharge reductions begin to increase). Water savings are calculated as a cumulative reduction in pumping minus the sum of the cumulative reduction in recharge and ET.</p>
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<p>Time series of simulated water savings calculated from the paired simulations for each core. Cores with coarser soil textures (S1A, S3E, and S4A) had the largest water savings as a result of a reduction in ET.</p>
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<p>Sensitivity analysis of weather year on estimated lag times and water savings. In both panels, simulations were carried out where a continuously repeated dry year is in red, a continuously repeated wet year is in blue, and the 10-year observed weather is in green. The 10th and 90th percentile weather years were selected for this analysis.</p>
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21 pages, 9299 KiB  
Article
Implementing PSO-LSTM-GRU Hybrid Neural Networks for Enhanced Control and Energy Efficiency of Excavator Cylinder Displacement
by Van-Hien Nguyen, Tri Cuong Do and Kyoung-Kwan Ahn
Mathematics 2024, 12(20), 3185; https://doi.org/10.3390/math12203185 - 11 Oct 2024
Viewed by 522
Abstract
In recent years, increasing attention has been given to reducing energy consumption in hydraulic excavators, resulting in extensive research in this field. One promising solution has been the integration of hydrostatic transmission (HST) and hydraulic pump/motor (HPM) configurations in parallel systems. However, these [...] Read more.
In recent years, increasing attention has been given to reducing energy consumption in hydraulic excavators, resulting in extensive research in this field. One promising solution has been the integration of hydrostatic transmission (HST) and hydraulic pump/motor (HPM) configurations in parallel systems. However, these systems face challenges such as noise, throttling losses, and leakage, which can negatively impact both tracking accuracy and energy efficiency. To address these issues, this paper introduces an intelligent real-time prediction framework for system positioning, incorporating particle swarm optimization (PSO), long short-term memory (LSTM), a gated recurrent unit (GRU), and proportional–integral–derivative (PID) control. The process begins by analyzing real-time system data using Pearson correlation to identify hyperparameters with medium to strong correlations to the positioning parameters. These selected hyperparameters are then used as inputs for forecasting models. Independent LSTM and GRU models are subsequently developed to predict the system’s position, with PSO optimizing four key hyperparameters of these models. In the final stage, the PSO-optimized LSTM-GRU models are employed to perform real-time intelligent predictions of motion trajectories within the system. Simulation and experimental results show that the model achieves a prediction deviation of less than 3 mm, ensuring precise real-time predictions and providing reliable data for system operators. Compared to traditional PID and LSTM-GRU-PID controllers, the proposed controller demonstrated superior tracking accuracy while also reducing energy consumption, achieving energy savings of up to 10.89% and 2.82% in experimental tests, respectively. Full article
(This article belongs to the Special Issue Multi-objective Optimization and Applications)
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<p>Structure of the proposed system.</p>
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<p>Design diagram of proposed system position prediction scheme.</p>
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<p>Structure of LSTM.</p>
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<p>Structure of GRU network.</p>
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<p>Structure of PID.</p>
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<p>AMESim model of the proposed system.</p>
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<p>Evaluation of the system’s tracking accuracy in the simulation model. (<b>a</b>) Displacement of the boom cylinder (<b>b</b>) Displacement error.</p>
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<p>The chart displays RMSE and MAE for the operating modes in the simulation. (<b>a</b>) RMSE (<b>b</b>) MAE.</p>
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<p>Comparison of system performance in terms of speed (<b>a</b>), torque (<b>b</b>), and energy consumption (<b>c</b>) of the ICE based on simulation results.</p>
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<p>The experimental test bench for the proposed boom system. (1) ICE, (2) EMG, (3) HST, (4) HPM, (5) double clutch, (6) HM, (7) hydraulic system, (8) load, (9) electrical box, (10) PC.</p>
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<p>Engine efficiency map.</p>
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<p>Simulink model of the experiment setup of the proposed system.</p>
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<p>Evaluation of the system’s tracking accuracy in the experimental platform. (<b>a</b>) Displacement of the boom cylinder (<b>b</b>) Displacement error.</p>
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<p>The chart displays RMSE and MAE for the operating modes in the experiments. (<b>a</b>) RMSE (<b>b</b>) MAE.</p>
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<p>Operational points for the ICE of proposed system.</p>
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<p>Comparison of system performance in terms of speed (<b>a</b>), torque (<b>b</b>), and energy consumption (<b>c</b>) of the ICE based on experimental results.</p>
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24 pages, 10349 KiB  
Article
Simulation of a Tidal Current-Powered Freshwater and Energy Supply System for Sustainable Island Development
by Yajing Gu, He Ren, Hongwei Liu, Yonggang Lin, Weifei Hu, Tian Zou, Liyuan Zhang and Luoyang Huang
Sustainability 2024, 16(20), 8792; https://doi.org/10.3390/su16208792 - 11 Oct 2024
Viewed by 790
Abstract
Sustainable development of islands cannot be achieved without the use of renewable energy to address energy and freshwater supply issues. Utilizing the widely distributed tidal current energy in island regions can enhance local energy and water supply security. To achieve economic and operational [...] Read more.
Sustainable development of islands cannot be achieved without the use of renewable energy to address energy and freshwater supply issues. Utilizing the widely distributed tidal current energy in island regions can enhance local energy and water supply security. To achieve economic and operational efficiency, it is crucial to fully account for the unique periodicity and intermittency of tidal current energy. In this study, a tidal current-powered freshwater and energy supply system is proposed. The marine current turbine adopts a direct-drive configuration and will be able to directly transfer the power of the turbine rotation to the seawater pump to improve the energy efficiency. Additionally, the system incorporates batteries for short-term energy storage, aimed at increasing the capacity factor of the electrolyzer. A simulation is conducted using measured inflow velocity data from a full 12 h tidal cycle. The results show that the turbine’s average power coefficient reaches 0.434, the electrolyzer’s average energy efficiency is 60.9%, the capacity factor is 70.1%, and the desalination system’s average specific energy consumption is 6.175 kWh/m3. The feasibility of the system design has been validated. Full article
(This article belongs to the Special Issue Innovative Technologies for Sustainable Offshore Renewable Energy)
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<p>Schematic diagram of the tidal current-powered freshwater and energy supply system.</p>
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<p>The blade selected for this research.</p>
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<p>The curve of power coefficient of the turbine.</p>
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<p>The curve of maximum power capture operation.</p>
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<p>The direct-drive configuration of the tidal current turbine.</p>
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<p>Generator performance testing setup using driving motor.</p>
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<p>The relationship between friction torque and rotor speed.</p>
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<p>Validation of PEM electrolyzer model fitting.</p>
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<p>The SOW of the RO element.</p>
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<p>Working principle of the Clark pump.</p>
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<p>Experimental validation of desalination system.</p>
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<p>State machine diagram of operating mode.</p>
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<p>The power distribution of each part during generation mode.</p>
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<p>The schematic diagram of the overall system simulation model.</p>
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<p>Inflow velocity data measurement location.</p>
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<p>Measured tidal current velocity.</p>
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<p>Simulation results of the rotor speed.</p>
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<p>Simulation results of the power coefficient.</p>
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<p>Simulation results of the power distribution.</p>
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<p>Power of battery and electrolyzer.</p>
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<p>Energy efficiency of the electrolyzer.</p>
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<p>Simulation results of the RO element.</p>
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<p>Relationship between SEC and rotor speed.</p>
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<p>The energy flow diagram over a 12 h tidal cycle.</p>
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15 pages, 2821 KiB  
Article
Intelligent Lost Circulation Monitoring Method Based on Data Augmentation and Temporal Models
by Detao Zhou, Chenzhan Zhou, Ziyue Zhang, Mengmeng Zhou, Chengkai Zhang, Lin Zhu, Qihao Li and Chaochen Wang
Processes 2024, 12(10), 2184; https://doi.org/10.3390/pr12102184 - 8 Oct 2024
Viewed by 553
Abstract
Deep and offshore drilling operations face complex geological formations, uncertain formation pressures, and narrow safety density windows, making them susceptible to lost circulation risks. To address these challenges, this paper introduces an innovative, intelligent lost circulation monitoring model that incorporates geological lithology information. [...] Read more.
Deep and offshore drilling operations face complex geological formations, uncertain formation pressures, and narrow safety density windows, making them susceptible to lost circulation risks. To address these challenges, this paper introduces an innovative, intelligent lost circulation monitoring model that incorporates geological lithology information. This model not only utilizes real-time drilling parameters, but also encodes geological information such as rock type as inputs to the model. By combining these key lithological features, the model can comprehensively assess wellbore stability and reduce the lost circulation risks. In this paper, the Conditional Tabular Generative adversarial network (CTGAN) model is used to enhance the data of small-sample risk data, which can effectively expand the data distribution space and improve the performance of the model. This paper conducts a comparative analysis of intelligent monitoring results using artificial neural networks (ANNs), long short-term memory (LSTM), and temporal convolutional networks (TCNs). The results show that the TCN achieves an identification accuracy of 93.7%. Furthermore, the analysis reveals that the inclusion of lithology information significantly enhances the model’s performance, resulting in a 7.1% increase in accuracy. The false alarm rate of the model can be reduced by 10.2%, considering the fluctuation of the logging curve caused by the on/off condition of the pump. This indicates that the introduction of lithology information and the condition of the pump on−off provide advantages in monitoring and identifying lost circulation risks, enabling a more precise assessment of wellbore stability and a reduction in lost circulation incidents. The method of lost circulation monitoring proposed in this paper provides an important safety guarantee for the oil drilling industry. Full article
(This article belongs to the Special Issue Modeling, Control, and Optimization of Drilling Techniques)
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<p>The structure of a generative adversarial network.</p>
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<p>Data augmentation before and after comparison.</p>
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<p>LSTM network structure.</p>
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<p>TCN network structure [<a href="#B25-processes-12-02184" class="html-bibr">25</a>].</p>
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<p>The process for the improved stacking algorithm to generate new training sets.</p>
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<p>The results of disregarding lithology.</p>
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<p>The results of considering lithology.</p>
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<p>The results of different augmentation quantities.</p>
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<p>The parameter changes during the pump-on and pump-off conditions.</p>
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9 pages, 221 KiB  
Case Report
Autoptic Findings in Patients Treated with (VA-ECMO) after Cardiac Arrest
by Martina Focardi, Francesco Santori, Beatrice Defraia, Rossella Grifoni, Valentina Gori, Ilenia Bianchi, Manuela Bonizzoli, Chiara Lazzeri and Adriano Peris
Diseases 2024, 12(10), 245; https://doi.org/10.3390/diseases12100245 - 7 Oct 2024
Viewed by 738
Abstract
Background: This study examines the results of autopsy examinations specifically aimed at documenting complications arising from the implantation phase and treatment with veno–arterial extracorporeal membrane oxygenation (VA-ECMO) in patients with refractory cardiac arrest. ECMO and VA-ECMO in particular are life-saving interventions that, in [...] Read more.
Background: This study examines the results of autopsy examinations specifically aimed at documenting complications arising from the implantation phase and treatment with veno–arterial extracorporeal membrane oxygenation (VA-ECMO) in patients with refractory cardiac arrest. ECMO and VA-ECMO in particular are life-saving interventions that, in the case of cardiac arrest, can temporarily replace cardiac pump function. VA-ECMO is, however, a very invasive procedure and is associated with early mechanical, haemorrhagic, and thrombotic events, infections, and late multi-organ dysfunction. Aim: This research aims to evaluate autoptic and histologic findings in patients on VA-ECMO support, providing clinical and forensic evaluation elements with respect to the procedure and clinical settings. Materials and Methods: The study analysed 10 cases, considering variables such as the duration of cardiac arrest, understood as the time between the cardiac arrest event and reperfusion with VA-ECMO, the duration of VA-ECMO support, and any complications detected by clinicians during treatment. Results: The results highlighted the presence of numerous ischemic and haemorrhagic events affecting various organs. Among them, the intestines were particularly vulnerable, even after a short ECMO duration. Conclusions: ECMO was found to accelerate post-mortem decomposition, affecting post-mortem interval estimations, and cardiac damage from reperfusion, underlining the need to meticulously select indications for treatment with VA-ECMO and perform constant clinical evaluations during the treatment itself. Full article
17 pages, 2924 KiB  
Article
A Fault Diagnosis Method for Pumped Storage Unit Stator Based on Improved STFT-SVDD Hybrid Algorithm
by Jie Bai, Xuan Liu, Bingjie Dou, Xiaohui Yang, Bo Chen, Yaowen Zhang, Jiayu Zhang, Zhenzhong Wang and Hongbo Zou
Processes 2024, 12(10), 2126; https://doi.org/10.3390/pr12102126 - 30 Sep 2024
Viewed by 674
Abstract
Stator faults are one of the common issues in pumped storage generators, significantly impacting their performance and safety. To ensure the safe and stable operation of pumped storage generators, a stator fault diagnosis method based on an improved short-time Fourier transform (STFT)-support vector [...] Read more.
Stator faults are one of the common issues in pumped storage generators, significantly impacting their performance and safety. To ensure the safe and stable operation of pumped storage generators, a stator fault diagnosis method based on an improved short-time Fourier transform (STFT)-support vector data description (SVDD) hybrid algorithm is proposed. This method establishes a fault model for inter-turn short circuits in the stator windings of pumped storage generators and analyzes the electrical and magnetic states associated with such faults. Based on the three-phase current signals observed during an inter-turn short circuit fault in the stator windings, the three-phase currents are first converted into two-phase currents using the principle of equal magnetic potential. Then, the STFT is applied to transform the time-domain signals of the stator’s two-phase currents into frequency-domain signals, and the resulting fault current spectrum is input into the improved SVDD network for processing. This ultimately outputs the diagnosis result for inter-turn short circuit faults in the stator windings of the pumped storage generator. Experimental results demonstrate that this method can effectively distinguish between normal and faulty states in pumped storage generators, enabling the diagnosis of inter-turn short circuit faults in stator windings with low cross-entropy loss. Through analysis, under small data sample conditions, the accuracy of the proposed method in this paper can be improved by up to 7.2%. In the presence of strong noise interference, the fault diagnosis accuracy of the proposed method remains above 90%, and compared to conventional methods, the fault diagnosis accuracy can be improved by up to 6.9%. This demonstrates that the proposed method possesses excellent noise robustness and small sample learning ability, making it effective in complex, dynamic, and noisy environments. Full article
(This article belongs to the Section Process Control and Monitoring)
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<p>The location of the stator winding short-circuit fault in the pumped storage generator.</p>
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<p>Illustration of STFT.</p>
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<p>The workflow diagram of the traditional SVDD.</p>
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<p>Detection and identification of inter-turn short circuit fault in pumped storage generator stator windings.</p>
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<p>The normal current waveform of the pumped storage generator.</p>
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<p>The current waveforms of slight short-circuit faults.</p>
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<p>The current waveforms of severe short-circuit faults.</p>
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<p>Frequency-domain representation of a normal pumped storage generator.</p>
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<p>Frequency-domain representation of a generator with a slight short circuit fault.</p>
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<p>Comparison results of fault diagnosis accuracy among different models.</p>
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30 pages, 4047 KiB  
Article
Advanced Data Augmentation Techniques for Enhanced Fault Diagnosis in Industrial Centrifugal Pumps
by Dong-Yun Kim, Akeem Bayo Kareem, Daryl Domingo, Baek-Cheon Shin and Jang-Wook Hur
J. Sens. Actuator Netw. 2024, 13(5), 60; https://doi.org/10.3390/jsan13050060 - 25 Sep 2024
Viewed by 2133
Abstract
This study presents an advanced data augmentation framework to enhance fault diagnostics in industrial centrifugal pumps using vibration data. The proposed framework addresses the challenge of insufficient defect data in industrial settings by integrating traditional augmentation techniques, such as Gaussian noise (GN) and [...] Read more.
This study presents an advanced data augmentation framework to enhance fault diagnostics in industrial centrifugal pumps using vibration data. The proposed framework addresses the challenge of insufficient defect data in industrial settings by integrating traditional augmentation techniques, such as Gaussian noise (GN) and signal stretching (SS), with advanced models, including Long Short-Term Memory (LSTM) networks, Autoencoders (AE), and Generative Adversarial Networks (GANs). Our approach significantly improves the robustness and accuracy of machine learning (ML) models for fault detection and classification. Key findings demonstrate a marked reduction in false positives and a substantial increase in fault detection rates, particularly in complex operational scenarios where traditional statistical methods may fall short. The experimental results underscore the effectiveness of combining these augmentation techniques, achieving up to a 30% improvement in fault detection accuracy and a 25% reduction in false positives compared to baseline models. These improvements highlight the practical value of the proposed framework in ensuring reliable operation and the predictive maintenance of centrifugal pumps in diverse industrial environments. Full article
(This article belongs to the Special Issue Fault Diagnosis in the Internet of Things Applications)
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<p>Framework for using data augmentation using Gaussian noise and signal stretching.</p>
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<p>Framework for the integration of LSTMAEGAN architecture.</p>
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<p>Vibration data collection setup for the water pump system.</p>
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<p>Time–frequency analysis of vibration signals from different conditions. The top row shows the STFT of vibration data: (<b>a</b>) Normal, (<b>b</b>) Crack, and (<b>c</b>) Wear. The bottom row displays the CWT of the same signals: (<b>d</b>) Normal, (<b>e</b>) Crack, and (<b>f</b>) Wear.</p>
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<p>Analysis of vibration signals using the HT. For each dataset, (<b>a</b>) Normal, (<b>b</b>) Crack, and (<b>c</b>) Wear, the plot shows the following: (1) The original signal, (2) The amplitude envelope computed from the Hilbert Transform, and (3) The instantaneous frequency derived from the phase of the analytic signal.</p>
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<p>Before augmentation: (<b>a</b>) Correlation plot of all statistical features, showing the degree of the linear relationship between each pair of features. This plot helps identify multi-collinearity among the features. (<b>b</b>) Selected features after applying a PCC threshold of &lt;0.9, highlighting the features with lower inter-correlation, thus reducing redundancy and improving the robustness of the model.</p>
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<p>After augmentation: (<b>a</b>) Correlation plot of all statistical features, showing the degree of linear relationship between each pair of features. This plot helps identify multi-collinearity among the features. (<b>b</b>) Selected features after applying a PCC threshold of &lt;0.9, highlighting the features with lower inter-correlation, thus reducing redundancy and improving the robustness of the model.</p>
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<p>Plot of the normalized weighted average of Gaussian noise and signal stretching under different fault conditions: normal, wear, and crack.</p>
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<p>Confusion matrices for the classification performance of three models before augmentation: (<b>a</b>) SVM, (<b>b</b>) RF, and (<b>c</b>) GB. Each matrix shows the classification of vibration signal labels: “Normal”, “Wear”, and “Crack Fault”.</p>
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<p>Confusion matrices for the classification performance of three models after augmentation: (<b>a</b>) SVM, (<b>b</b>) RF, and (<b>c</b>) GB. Each matrix shows the classification of vibration signal labels: “Normal”, “Wear”, and “Crack Fault”.</p>
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<p>(<b>a</b>) Distribution of reconstruction errors for the dataset, with the red dashed line indicating the chosen threshold for anomaly detection. The histogram shows the frequency of Mean Squared Errors (MSEs), helping to visualize the separation between normal and abnormal data points. (<b>b</b>) Time series plot of the original data, with anomalies highlighted in red. The anomalies, identified based on the reconstruction error threshold, are marked against the backdrop of the normal data, illustrating the model’s ability to detect deviations over time. (<b>c</b>) Reconstruction error for anomaly data over different sample indices. The blue line represents the reconstruction error for each sample, and the red dashed line represents the threshold for detecting anomalies, showing which data points exceed the anomaly detection threshold.</p>
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30 pages, 21121 KiB  
Article
Hydrodynamic Characteristics of Preloading Spiral Case and Concrete in Turbine Mode with Emphasis on Preloading Clearance
by Yutong Luo, Zonghua Li, Shaozheng Zhang, Qingfeng Ren and Zhengwei Wang
Processes 2024, 12(9), 2056; https://doi.org/10.3390/pr12092056 - 23 Sep 2024
Viewed by 526
Abstract
A pump-turbine may generate high-amplitude hydraulic excitations during operation, wherein the flow-induced response of the spiral case and concrete is a key factor affecting the stable and safe operation of the unit. The preloading spiral case can enhance the combined bearing capacity of [...] Read more.
A pump-turbine may generate high-amplitude hydraulic excitations during operation, wherein the flow-induced response of the spiral case and concrete is a key factor affecting the stable and safe operation of the unit. The preloading spiral case can enhance the combined bearing capacity of the entire structure, yet there is still limited research on the impact of the preloading pressure on the hydrodynamic response. In this study, the pressure fluctuation characteristics and dynamic behaviors of preloading a steel spiral case and concrete under different preloading pressures at rated operating conditions are analyzed based on fluid–structure interaction theory and contact model. The results show that the dominant frequency of pressure fluctuations in the spiral case is 15 fn, which is influenced by the rotor–stator interaction with a runner rotation of short and long blades. Under preloading pressures of 0.5, 0.7, and 1 times the maximum static head, higher preloading pressures reduce the contact regions, leading to uneven deformation and stress distributions with a near-positive linear correlation. The maximum deformation of the PSSC can reach 2.6 mm, and the stress is within the allowable range. The preloading pressure has little effect on the dominant frequency of the dynamic behaviors in the spiral case (15 fn), but both the maximum and amplitudes of deformation and stress increase with higher preloading pressure. The high-amplitude regions of deformation and stress along the axial direction are located near the nose vane, with maximum values of 0.003 mm and 0.082 MPa, respectively. The contact of concrete is at risk of stress concentrations and cracking under high preloading pressure. The results can provide references for optimizing the structural design and the selection of preloading pressure, which improves operation reliability. Full article
(This article belongs to the Section Process Control and Monitoring)
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<p>Flowchart of the work steps.</p>
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<p>Three-dimensional modeling and mesh of flow passage.</p>
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<p>The flow domain mesh of the pump-turbine unit. (<b>a</b>) Runner; (<b>b</b>) guide vanes and stay vanes.</p>
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<p>Fluid mesh independence analysis.</p>
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<p>Pressure pulsation monitoring points. (<b>a</b>) Spiral case; (<b>b</b>) inter-vane space; (<b>c</b>) zaneless space.</p>
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<p>Pump-turbine model test.</p>
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<p>Three-dimensional modeling and mesh of the preloading spiral case. (<b>a</b>) FEM model; (<b>b</b>) cross-sectional schematic of the boundary condition of the negative pressure.</p>
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<p>Three-dimensional modeling and mesh of the pump-turbine and plant concrete structural model.</p>
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<p>Structural mesh independence analysis.</p>
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<p>Boundary conditions of the pump-turbine unit.</p>
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<p>Streamline distribution of the unit. (<b>a</b>) Whole flow passage; (<b>b</b>) cross-section view.</p>
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<p>Pressure distribution in the flow passage.</p>
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<p>The time history and frequency spectra of the pressure fluctuation. (<b>a</b>) Spiral case; (<b>b</b>) inter-vane space; (<b>c</b>) vaneless space.</p>
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<p>The cross-sections of runner blades.</p>
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<p>Pressure pulsation monitoring points in S1 and S2.</p>
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<p>The pressure amplitude of the monitoring points on the first four dominant frequencies. (<b>a</b>) S1; (<b>b</b>) S2.</p>
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<p>The pressure amplitude of the monitoring points on the first four dominant frequencies. (<b>a</b>) S1; (<b>b</b>) S2.</p>
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<p>Deformation and stress monitoring points (red points for total deformation, blue points for maximum principal stress).</p>
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<p>Contact status between the PSSC and concrete under different preloading pressures; (<b>a</b>) 3.2 MPa; (<b>b</b>) 4.564 MPa; (<b>c</b>) 6.52 MPa.</p>
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<p>Contact status between the PSSC and concrete under different preloading pressures; (<b>a</b>) 3.2 MPa; (<b>b</b>) 4.564 MPa; (<b>c</b>) 6.52 MPa.</p>
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<p>The total deformation distribution of the PSSC under different preloading pressure; (<b>a</b>) 3.2 MPa; (<b>b</b>) 4.564 MPa; (<b>c</b>) 6.52 MPa.</p>
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<p>The maximum deformation of the PSSC versus the preloading pressure.</p>
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<p>The time history and frequency spectra of dynamic deformation of the PSSC under different preloading pressures; (<b>a</b>) n1; (<b>b</b>) n3; (<b>c</b>) n5; (<b>d</b>) n7.</p>
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<p>The time history and frequency spectra of dynamic deformation of the PSSC under different preloading pressures; (<b>a</b>) n1; (<b>b</b>) n3; (<b>c</b>) n5; (<b>d</b>) n7.</p>
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<p>The equivalent stress distribution of the PSSC under different preloading pressures; (<b>a</b>) 3.2 MPa; (<b>b</b>) 4.564 MPa; (<b>c</b>) 6.52 MPa.</p>
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<p>The equivalent stress distribution of the PSSC under different preloading pressures; (<b>a</b>) 3.2 MPa; (<b>b</b>) 4.564 MPa; (<b>c</b>) 6.52 MPa.</p>
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<p>The time history and frequency spectra of dynamic stress of the PSSC under different preloading pressures; (<b>a</b>) n2; (<b>b</b>) n4; (<b>c</b>) n6; (<b>d</b>) n8.</p>
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<p>The time history and frequency spectra of dynamic stress of the PSSC under different preloading pressures; (<b>a</b>) n2; (<b>b</b>) n4; (<b>c</b>) n6; (<b>d</b>) n8.</p>
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<p>The maximum principal stress distribution of the concrete under different preloading pressures; (<b>a</b>) 3.2 MPa; (<b>b</b>) 4.564 MPa; (<b>c</b>) 6.52 MPa.</p>
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<p>The maximum stress of the PSSC and concrete versus the preloading pressure.</p>
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