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Search Results (417)

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19 pages, 6509 KiB  
Article
Use of Smartphone-Based Experimental Data for the Calibration of Biodynamic Spring-Mass-Damper (SMD) Pedestrian Models
by Chiara Bedon, Martina Sciomenta and Alessandro Mazelli
Sensors 2025, 25(5), 48; https://doi.org/10.3390/s25051387 - 24 Feb 2025
Viewed by 243
Abstract
In practice, the structural analysis and design of pedestrian systems subjected to human-induced vibrations is often based on simplified biodynamic models that can be used in place of even more complex computational strategies to describe Human-Structure Interaction (HSI) phenomena. Among various walking features, [...] Read more.
In practice, the structural analysis and design of pedestrian systems subjected to human-induced vibrations is often based on simplified biodynamic models that can be used in place of even more complex computational strategies to describe Human-Structure Interaction (HSI) phenomena. Among various walking features, the vertical reaction force that a pedestrian transfers to the supporting structure during motion is a key input for design, but results from the combination of multiple influencing parameters and dynamic interactions. Robust and practical strategies to support a realistic HSI description and analysis have hence been the object of several studies. Following earlier research efforts, this paper focuses on the optimised calibration of the input parameters for the consolidated Spring-Mass-Damper (SMD) biodynamic model, which reduces a single pedestrian to an equivalent SDOF (with body mass m, spring stiffness k, and viscous damping coefficient c) and is often used for vibration serviceability purposes. In the present study, this calibration process is carried out with smartphone-based acquisitions and experimental records from the Centre of Mass (CoM) of each pedestrian to possibly replace more complex laboratory configurations and devices. To verify the potential and accuracy of such a smartphone-based approach, different pedestrians/volunteers and substructures (i.e., a rigid concrete slab or a timber floor prototype) are taken into account, and a total of 145 original gaits are post-processed for SMD modelling purposes. The analysis of the experimental results shows a rather close match with previous findings in terms of key pedestrian parameters. This outcome poses the basis for a more generalised application of the smartphone-based strategy to a multitude of similar applications and configurations of practical interest. The validity of calibration output and its possible sensitivity are further assessed in terms of expected effects on substructures, with a critical discussion of the most important results. Full article
(This article belongs to the Section Physical Sensors)
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Figure 1
<p>Biodynamic pedestrian modelling: (<b>a</b>) example of a simple structural model for HSI analysis and (<b>b</b>) schematic representation of Spring-Mass-Damper (SMD) pedestrian. Figure reproduced from [<a href="#B10-sensors-25-01387" class="html-bibr">10</a>] with permission from © Elsevier, under the terms and conditions of a Creative Commons CC-BY 4.0 license agreement.</p>
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<p>Flowchart for the experimental derivation of spring stiffness <span class="html-italic">k</span> and damping coefficient <span class="html-italic">c</span> parameters for the SMD biodynamic model presented in [<a href="#B10-sensors-25-01387" class="html-bibr">10</a>]. Figure reproduced with permission from © Elsevier, under the terms and conditions of a Creative Commons CC-BY 4.0 license agreement.</p>
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<p>Timber floor prototype for non-destructive dynamic tests: (<b>a</b>) cross-section and (<b>b</b>) lateral view (nominal dimensions in mm).</p>
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<p>Detail of (<b>a</b>) left and (<b>b</b>) right end supports for the timber floor prototype.</p>
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<p>Dynamic estimates on the empty floor prototype: (<b>a</b>) analytical fundamental vibration frequency, according to Eurocode 5, as a function of the connection stiffness, and (<b>b</b>) an example of a beam-like fundamental deformed shape (for half the nominal geometry) in the presence of a rigid connection.</p>
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<p>Dynamic tests: (<b>a</b>) schematic representation of instrumental setup (dimensions in mm) and (<b>b</b>) general view of the floor prototype before testing.</p>
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<p>Dynamic tests: (<b>a</b>) schematic representation of instrumental setup (dimensions in mm) and (<b>b</b>) general view of the floor prototype before testing.</p>
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<p>Dynamic tests: examples of (<b>a</b>) normal walking configurations and (<b>b</b>) jumps.</p>
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<p>Example of test results: acceleration records (<b>a</b>) at the mid-span section of the timber floor and (<b>b</b>,<b>c</b>) detail from the body CoM acquisitions of pedestrian p<sub>2</sub> (S1 sensor) when walking on the timber floor or rigid concrete slab, respectively.</p>
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<p>Example of test results: acceleration records (<b>a</b>) at the mid-span section of the timber floor and (<b>b</b>,<b>c</b>) detail from the body CoM acquisitions of pedestrian p<sub>2</sub> (S1 sensor) when walking on the timber floor or rigid concrete slab, respectively.</p>
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<p>Gaussian distribution of average walking frequencies <span class="html-italic">f<sub>p</sub></span> for the post-processed experimental walks of (<b>a</b>,<b>b</b>) p<sub>2</sub> and (<b>c</b>) p<sub>3</sub> pedestrians.</p>
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<p>Measured vertical body acceleration for each experimental walk as a function of the walking frequency <span class="html-italic">f<sub>p</sub></span> in terms of (<b>a</b>) average, (<b>b</b>) maximum, and (<b>c</b>) minimum values.</p>
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<p>Experimental derivation of biodynamic model parameters for pedestrians p<sub>2</sub> and p<sub>3</sub> (present study) compared to earlier findings for pedestrian p<sub>1</sub>: (<b>a</b>) spring stiffness <span class="html-italic">k</span>, as a function of walking frequency <span class="html-italic">f<sub>p</sub></span>, and (<b>b</b>) damping ratio <span class="html-italic">ξ</span>, as a function of damping coefficient <span class="html-italic">c</span>.</p>
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<p>Trend of calculated parameters as a function of the walking frequency <span class="html-italic">f<sub>p</sub></span>: (<b>a</b>) pedestrian frequency <span class="html-italic">f<sub>m</sub></span>, (<b>b</b>) damping ratio <span class="html-italic">ξ</span>, and (<b>c</b>) damping coefficient <span class="html-italic">c</span>.</p>
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<p>Example of numerically simulated human-induced effect on the timber floor prototype, according to the SMD modelling approach of <a href="#sensors-25-01387-t003" class="html-table">Table 3</a> and <a href="#sensors-25-01387-t004" class="html-table">Table 4</a>: vertical acceleration at mid-span (<b>a</b>) on the symmetry section (A1 position) or (<b>b</b>) in the pedestrian position (left side of the floor).</p>
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31 pages, 5400 KiB  
Article
Development and Validation of Data Acquisition System for Real-Time Thermal Environment Monitoring in Animal Facilities
by Carlos Eduardo Alves Oliveira, Thalya Aleixo Avelar, Ilda de Fátima Ferreira Tinôco, André Luiz de Freitas Coelho, Fernanda Campos de Sousa and Matteo Barbari
AgriEngineering 2025, 7(2), 48; https://doi.org/10.3390/agriengineering7020045 - 17 Feb 2025
Viewed by 380
Abstract
In animal facilities, monitoring and controlling the thermal environment are essential in ensuring productivity and sustainability. However, many production units face challenges in implementing and maintaining effective thermal monitoring and control systems. Given the need for Smart Livestock Farming systems, this study aimed [...] Read more.
In animal facilities, monitoring and controlling the thermal environment are essential in ensuring productivity and sustainability. However, many production units face challenges in implementing and maintaining effective thermal monitoring and control systems. Given the need for Smart Livestock Farming systems, this study aimed to develop and validate an easy-to-use, low-cost embedded system (ESLC) for the real-time monitoring of dry-bulb air temperature (Tdb, in °C) and relative humidity (RH, in %) in animal production facilities. The ESLC consists of data collection/transmission modules and a server for Internet of Things (IoT) data storage. ESLC modules and standard recording sensors (SRS) were installed in prototype animal facilities. Over 21 days, their performance was evaluated based on the Data Transmission Success Rate (DTSR, in %) and Data Transmission Interval (DTI, in minutes). Additionally, agreement between the ESLC modules and the SRS was assessed using the daily mean root mean square error (RMSE) and mean relative error (RE) across different Tdb and RH ranges. The ESLC successfully collected and transmitted data to the cloud server, achieving an average DTSR of 94.04% and a predominant DTI of one minute. Regarding measurement agreement, distinct daily mean RMSE values were obtained for Tdb (0.26–2.46 °C) and RH (4.37–16.20%). Furthermore, four sensor modules exhibited mean RE values below 3.00% across all Tdb ranges, while all sensor modules showed progressively increasing mean RE values as RH levels rose. Consequently, calibration curves were established for each sensor module, achieving a high correlation between raw and corrected values (determination coefficient above 0.98). It was concluded that the ESLC is a promising solution for thermal monitoring in animal facilities, enabling continuous and reliable data collection and transmission. Full article
(This article belongs to the Section Livestock Farming Technology)
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Graphical abstract

Graphical abstract
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<p>Schematic diagram of the master module’s electronic circuit of the real-time thermal environment monitoring embedded system. Note: 1—ESP32 WROOM-32D Board; 2—BME280 Sensor Module; 3—NRF24L01 Wireless Transceiver Module; 4—OLED Display Module; 5—real-time clock (RTC) module; 6—micro SD card module.</p>
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<p>Detailed schematic diagram of the hardware assembly for the “master” embedded system module (<b>a</b>) and the master module during installation in a prototype animal facility within the experimental area where it was evaluated (<b>b</b>). Note: 1—ESP32 WROOM-32D Board; 2—BME280 Sensor Module; 3—NRF24L01 Wireless Transceiver Module; 4—OLED Display Module; 5—real-time clock (RTC) module; 6—micro SD card module; 7—CCE 50 × 2-pair cable; 8—perforated phenolic board; 9—terminal adapter × P4 female plug; 10—PB-114 Case; 11—metal hook.</p>
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<p>Distribution of prototype animal facilities in the experimental area where the embedded system for real-time thermal environment monitoring was validated (<b>a</b>); schematic cross-sectional representation of an animal housing prototype, highlighting the positioning of the sensor modules (<b>b</b>). Note: N—north direction; ID—identification number of each sensor module; <span class="html-italic">i</span>—roof slope; ID = 1—master module; ID = 2—secondary module 1; ID = 3—secondary module 2; ID = 4—secondary module 3; ID = 5—secondary module 4; ID = 6—secondary module 5; measurements in metres (m).</p>
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<p>Distribution of data transmission failures from the embedded thermal environment monitoring system to the IoT cloud server over 24 h for each experimental day. Each red dot represents a transmission failure; red dots in close proximity should not necessarily be interpreted as cumulative transmission delays, as the graph’s scale does not allow for detailed observation of the intervals between closely occurring failures.</p>
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<p>Mean relative error (RE, in %) curves by range for the variables monitored via embedded system: dry-bulb air temperature—T<sub>db</sub>, in °C (<b>a</b>), and relative humidity—RH, in % (<b>b</b>).</p>
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<p>Calibration curves for dry-bulb air temperature (T<sub>db</sub>, in °C), obtained for each sensor module that forms the developed embedded system: modules BME<sub>1</sub> (<b>a</b>), BME<sub>2</sub> (<b>b</b>), BME<sub>3</sub> (<b>c</b>), BME<sub>4</sub> (<b>d</b>), BME<sub>5</sub> (<b>e</b>), and BME<sub>6</sub> (<b>f</b>). T<sub>db-Adj</sub>—corrected dry-bulb air temperature, in °C; T<sub>db-R</sub>—dry-bulb air temperature read by the BME280 sensor modules, in °C; R<sup>2</sup>—coefficient of determination.</p>
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<p>Calibration curves for relative humidity (RH, in %) obtained for each sensor module in the developed embedded system: modules BME<sub>1</sub> (<b>a</b>), BME<sub>2</sub> (<b>b</b>), BME<sub>3</sub> (<b>c</b>), BME<sub>4</sub> (<b>d</b>), BME<sub>5</sub> (<b>e</b>), and BME<sub>6</sub> (<b>f</b>). RH<sub>Adj</sub>—corrected relative humidity, in %; RH<sub>R</sub>—relative humidity readings by the BME280 sensor modules, in %; R<sup>2</sup>—coefficient of determination.</p>
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<p>Time–series curves obtained using corrected data from the variables monitored via the embedded system: dry-bulb air temperature—T<sub>db</sub>, in °C (<b>a</b>); relative humidity—RH, in % (<b>b</b>).</p>
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22 pages, 3970 KiB  
Article
A Monocular Vision-Based Safety Monitoring Framework for Offshore Infrastructures Utilizing Grounded SAM
by Sijie Xia, Rufu Qin, Yang Lu, Lianjiang Ma and Zhenghu Liu
J. Mar. Sci. Eng. 2025, 13(2), 48; https://doi.org/10.3390/jmse13020340 - 13 Feb 2025
Viewed by 424
Abstract
As maritime transportation and human activities at sea continue to grow, ensuring the safety of offshore infrastructure has become an increasingly pressing research focus. However, traditional high-precision sensor systems often involve prohibitive costs, and the Automatic Identification System (AIS) faces signal loss or [...] Read more.
As maritime transportation and human activities at sea continue to grow, ensuring the safety of offshore infrastructure has become an increasingly pressing research focus. However, traditional high-precision sensor systems often involve prohibitive costs, and the Automatic Identification System (AIS) faces signal loss or data manipulation problems, highlighting the need for a complementary, affordable, and reliable supplemental solution. This study introduces a monocular vision-based safety monitoring framework for offshore infrastructures. By combining advanced computer vision techniques such as Grounded SAM and horizon-based self-calibration, the proposed framework achieves accurate vessel detection, instance segmentation, and distance estimation. The model integrates open-vocabulary object detection and zero-shot segmentation, achieving high performance without additional training. To demonstrate the feasibility of the framework in practical applications, we conduct several experiments on public datasets and couple the proposed algorithms with the Leaflet.js and WebRTC libraries to develop a web-based prototype for real-time safety monitoring, providing visualized information and alerts for offshore infrastructure operators in our case study. The experimental results and case study suggest that the framework has notable advantages, including low cost, convenient deployment with minimal maintenance, high detection accuracy, and strong adaptability to diverse application conditions, which brings a supplemental solution to research on offshore infrastructure safety. Full article
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<p>Structural components of monocular vision-based safety monitoring framework for offshore infrastructures.</p>
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<p>Pinhole camera model.</p>
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<p>Schematic diagram of camera setup and coordinate system definitions. The dashed lines represent the light path through different points in the frame.</p>
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<p>Illustration of a video frame and its pixel discreteness.</p>
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<p>Examples of the sea horizon line ROI extraction steps: (<b>a</b>,<b>b</b>) original images and (<b>c</b>,<b>d</b>) ocean surface instance boundaries. The green line represents the completed boundary of the ocean surface instance after correction, while the blue line indicates the boundary before completion; (<b>e</b>,<b>f</b>) show the ROI (represented as a heatmap overlayered on the image) of the sea horizon line.</p>
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<p>Illustration of angular and positional features of the sea horizon line.</p>
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<p>Digital maritime map for safety analysis.</p>
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<p>Segmentation results from Grounded SAM: (<b>a</b>) ground truth masks and (<b>b</b>) prediction masks.</p>
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<p>Relative error of distance in the monitoring area. (<b>a</b>) RE map (RE &lt; 0.20): the color gradient represents relative error levels, with blue indicating more minor errors and red indicating more significant errors. (<b>b</b>) Relative error vs. pixel index <span class="html-italic">v</span> (<span class="html-italic">u</span> = 1000): the graph shows the trend of the relative error increasing as the target moves farther from the camera and closer to the horizon line. These results demonstrate that the relative error of monocular distance estimation grows with increasing distance and proximity to the horizon.</p>
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<p>User interface of the web client.</p>
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30 pages, 42462 KiB  
Article
Advancing Fine-Grained Few-Shot Object Detection on Remote Sensing Images with Decoupled Self-Distillation and Progressive Prototype Calibration
by Hao Guo, Yanxing Liu, Zongxu Pan and Yuxin Hu
Remote Sens. 2025, 17(3), 48; https://doi.org/10.3390/rs17030495 - 31 Jan 2025
Viewed by 473
Abstract
In data-scarcity scenarios, few-shot object detection (FSOD) methods exhibit a notable advantage in alleviating the over-fitting problem. Currently, research on FSOD in the field of remote sensing is advancing rapidly and FSOD methods based on the fine-tuning paradigm have initially displayed their excellent [...] Read more.
In data-scarcity scenarios, few-shot object detection (FSOD) methods exhibit a notable advantage in alleviating the over-fitting problem. Currently, research on FSOD in the field of remote sensing is advancing rapidly and FSOD methods based on the fine-tuning paradigm have initially displayed their excellent performance. However, existing fine-tuning methods often encounter classification confusion issues. This is potentially because of the shortage of explicit modeling for transferable common knowledge and the biased class distribution, especially for fine-grained targets with higher inter-class similarity and intra-class variance. In view of this, we first propose a decoupled self-distillation (DSD) method to construct class prototypes in two decoupled feature spaces and measure inter-class correlations as soft labels or aggregation weights. To ensure a robust set of class prototypes during the self-distillation process, we devise a feature filtering module (FFM) to preselect high-quality class representative features. Furthermore, we introduce a progressive prototype calibration module (PPCM) with two steps, compensating the base prototypes with the prior base distribution and then calibrating the novel prototypes with adjacent calibrated base prototypes. Experiments on MAR20 and customized SHIP20 datasets have demonstrated the superior performance of our method compared to other existing advanced FSOD methods, simultaneously confirming the effectiveness of all proposed components. Full article
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<p>Comparison between general object detection and fine-grained object detection on RSIs.</p>
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<p>Analysis of our baseline. (<b>a</b>) Error analysis on the MAR20 dataset under the split1 10-shot setting. (<b>b</b>) Error analysis on SHIP20 dataset under the split1 10-shot setting. Det indicates the detection results. Classification Error (Cls) indicates localized correctly but classified incorrectly. Localization Error (Loc) indicates classified correctly but localized incorrectly. Both Cls and Loc Error (Both) indicate classified incorrectly and localized incorrectly. Duplicate Error (Dupe) indicates another higher-scoring detection already matched. Background Error (Bkg) indicates detected background as foreground. Missed Error (Miss) indicates all undetected ground truths (false negatives) not already covered by Cls or Loc.</p>
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<p>Comparison of different self-distillation methods. (<b>a</b>) The un-decoupled single-branch self-distillation method does not adopt the gradient decoupled layer and the affine layer. It directly inputs the shared RoI features into the classifier, the regressor and the memory bank to execute the self-distillation operation only for the classification branch. (<b>b</b>) The decoupled self-distillation method (Ours) first decouples the backbone from both the RCNN and the Region Proposal Network (RPN). Then, it, respectively, inputs the decoupled classification-related and localization-related RoI features into two branches. At the same time, both sets of features are input into the memory bank to extract two types of class prototypes by category. Then, the similarity probabilities between the input RoI features and these class prototypes can be calculated and act as soft labels or aggregation weights for self-distillation.</p>
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<p>Overview of the proposed DSPPC. In the base training stage, the base distributions of all base classes have been preserved. In the fine-tuning stage, our proposed DSD method enables the classification and regression branches to distill representative class prototypes with the memory bank. These prototypes are then used to yield similarity probabilities as soft labels or aggregation weights for self-instruction, which is facilitated by two distillation losses, <math display="inline"><semantics> <mrow> <msub> <mi>L</mi> <mrow> <mi>D</mi> <mi>S</mi> <mi>D</mi> <mtext>-</mtext> <mi>c</mi> <mi>l</mi> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mi>L</mi> <mrow> <mi>D</mi> <mi>S</mi> <mi>D</mi> <mtext>-</mtext> <mi>l</mi> <mi>o</mi> <mi>c</mi> </mrow> </msub> </mrow> </semantics></math>. FFM ensures that low-quality RoI features do not participate in the dynamic calculation of class prototypes. PPCM achieves the two-step prototype calibration from the base to the novel classes.</p>
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<p>Illustration of our proposed PPCM. It contains two steps: base prototype calibration and novel prototype calibration. (<b>a</b>) In the first step, our module partially utilizes the base distributions preserved in the base training stage to compensate for the base prototypes in the fine-tuning stage. (<b>b</b>) In the second step, our module makes use of the top-k adjacent base prototypes to calibrate novel prototypes, both of which are dynamically updated.</p>
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<p>Examples of 20 categories of ship targets in the SHIP20 dataset.</p>
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<p>Comparison of nAP50 with the baseline and the second-best method ECEA for each novel class under MAR20 split1 3-shot setting.</p>
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<p>Visualization of prediction results of DeFRCN, ECEA and our model on the MAR20 dataset under the split1 10-shot setting.</p>
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<p>Comparison of the confusion matrix and the sub-confusion matrix on novel classes on MAR20 split1 of the baseline (top) and the proposed method (bottom) under 10-shot setting. The color gradient shifts from light blue to dark blue, mapping the values from small to large. (<b>a</b>) Confusion matrix (left) and sub-confusion matrix (right) on novel classes of the baseline. (<b>b</b>) Confusion matrix (left) and sub-confusion matrix (right) on novel classes of the proposed method.</p>
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<p>Error analysis comparison between the baseline and the proposed method. The prediction results on the test set of SHIP20 come from the model trained under the split1 10-shot setting.</p>
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<p>Visualization of prediction results of DeFRCN, ECEA and our model on SHIP20 dataset under the split1 10-shot setting.</p>
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<p>Comparison of the confusion matrix and the sub-confusion matrix on novel classes on SHIP20 split1 of the baseline (top) and the proposed method (bottom) under 10-shot setting. The color gradient shifts from light blue to dark blue, mapping the values from small to large. (<b>a</b>) Confusion matrix (left) and sub-confusion matrix (right) on novel classes of the baseline. (<b>b</b>) Confusion matrix (left) and sub-confusion matrix (right) on novel classes of the proposed method.</p>
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<p>Visualization of the proportion of the filtered RoI features after the warm-up iterations on MAR20 split1 and SHIP20 split1 under 3-shot setting. (<b>a</b>) MAR20. (<b>b</b>) SHIP20.</p>
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<p>Visualization of the class distribution in the memory bank at the early training iterations. (<b>a</b>) MAR20. (<b>b</b>) SHIP20.</p>
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<p>Comparison of the distance between novel prototypes and their empirical distribution centers with and without PPCM on MAR20 split1 under 3-shot setting: (<b>a</b>) in the classification-related feature space; (<b>b</b>) in the localization-related feature space.</p>
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<p>Visualization of the effect of the warm-up iterations. (<b>a</b>) MAR20 10-shot. (<b>b</b>) SHIP20 10-shot. (<b>c</b>) MAR20 3-shot. (<b>d</b>) SHIP20 3-shot.</p>
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20 pages, 4313 KiB  
Article
ACCURACy: A Novel Calibration Framework for CubeSat Radiometer Constellations
by John Bradburn, Mustafa Aksoy, Lennox Apudo, Varvara Vukolov, Henry Ashley and Dylan VanAllen
Remote Sens. 2025, 17(3), 48; https://doi.org/10.3390/rs17030486 - 30 Jan 2025
Viewed by 589
Abstract
As a result of progress in space technology, more scientific missions are benefiting from using CubeSats equipped with radiometers. CubeSat constellations are especially effective in overcoming obstacles in cost, weight, and power. However, these benefits have certain significant downsides, including the difficulty in [...] Read more.
As a result of progress in space technology, more scientific missions are benefiting from using CubeSats equipped with radiometers. CubeSat constellations are especially effective in overcoming obstacles in cost, weight, and power. However, these benefits have certain significant downsides, including the difficulty in calibration due to the increased sensitivity of instruments to ambient conditions. Such limitations prevent conventional calibration methods from being reliably applied to CubeSat radiometers. A novel, constellation-level calibration framework called “Adaptive Calibration of CubeSat Radiometer Constellations (ACCURACy)” is being developed to address this issue. ACCURACy, in its current version, uses telemetry data obtained from thermistors in each CubeSat to cluster constellation members into time-adaptive groups of radiometers in similar states. Each radiometer is assigned membership to a cluster and this status is updated as in-orbit measurements shift in the clustering model. This paper introduces the ACCURACy framework, discusses its theoretical background, and presents a MATLAB prototype with performance and uncertainty analyses using synthetic radiometer data in comparison with traditional radiometer calibration methods. Full article
(This article belongs to the Special Issue Advances in CubeSat Missions and Applications in Remote Sensing)
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<p>The ACCURACY monitoring panel showing relevant information as a set of synthetic radiometer data is processed in the calibration framework. (<b>Top left</b>) Measurements of a single thermistor from each radiometer shown in a different color, (<b>top middle</b>) current thermistor data for each constellation member shown in a different color, plotted post-principal component analysis (PCA) for clustering, (<b>top right</b>) a table tracking cluster labels and the number of calibration measurements available for each radiometer, (<b>bottom left</b>) gain plot of each radiometer shown in a different color, (<b>bottom middle</b>) plot showing the health of a single radiometer, defined as a measure of variance, (<b>bottom right</b>) health of each radiometer, shown in a different color, measured as the variance of thermistor measurements. Details about the framework parameters mentioned here are provided in <a href="#sec3-remotesensing-17-00486" class="html-sec">Section 3</a>.</p>
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<p>(<b>Top</b>) A diagram of the ACCURACy framework and its three modules. The figure is taken from [<a href="#B16-remotesensing-17-00486" class="html-bibr">16</a>]. (<b>Bottom</b>) Data pipeline of ACCURACy, with inputs and outputs shown at each step. Input calibration data and time are the raw input (1), which is preprocessed using PCA (2) before moving to the clustering Module (3). Class labels associated with the cluster for each radiometer are used to form/update calibration pools (4), which are then used for calibrating each radiometer (5). Details of data processing in ACCURACy modules are given in <a href="#sec3dot1-remotesensing-17-00486" class="html-sec">Section 3.1</a> and <a href="#sec3dot2-remotesensing-17-00486" class="html-sec">Section 3.2</a>.</p>
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<p>The number of principal components determined from the percentage of explained variance. In this example 75% of the variance in the radiometer telemetry data can be explained by 3 principal components.</p>
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<p>The working principle of the overlapping cell-based clustering algorithm shown in a 2-D representation. The radiometer represented by Point A will give its calibration data to clusters 2, 3 and 4, since it falls within all three clusters. It will be calibrated using cluster 3, since it is the closest to its center. The radiometer represented by Point B, on the other hand, will only give its calibration data to cluster 2, and it will be calibrated using cluster 2.</p>
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<p>A total of 50 s of ACCURACy telemetry data plotted along three principal components, (<b>Top Left</b>) DBSCAN, (<b>Top Right</b>) IDBSCAN, (<b>Bottom Left</b>) Cell-based Clustering, (<b>Bottom Right</b>) Overlapping Cell-based Clustering. Large markers represent cluster centers and different colors indicate different clusters. Note the change in clustering for the same dataset when different clustering methods are applied. The overlapping cell-based clustering method outperforms the other algorithms.</p>
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<p>The “health” of each radiometer is tracked by ACCURACy, and if at any point a radiometer enters a failure state, it is removed from the calibration process. In this case, Radiometer 1 (R1) becomes unhealthy and is eliminated, i.e., its telemetry and calibration data are discarded in all ACCURACy modules.</p>
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<p>Synthetic data is generated using a set of models testing the ACCURACy framework. Starting with the orbital mechanics for each satellite, a time series of payload temperatures are generated for each satellite using modeled external and internal heat sources. These payload temperatures are used to generate the correlated telemetry data and instrument gains for all satellites in the constellation. Finally, instrument gains and offsets are used to process the calibration data to calibrate radiometer measurements.</p>
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<p>A simulation of 35 CubeSat radiometers orbiting Earth where each orbital plane is shown in a different color. Some of the CubeSats are on polar orbits, and some are orbiting close to tropical regions near the equator. This is in part to ensure there are sufficient opportunities for CubeSats to overlap in the simulation to compare ACCURACy with the SOTA algorithms.</p>
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<p>(<b>Top</b>) The calibration of one radiometer in the constellation using ACCURACy with an overlapping cell-based clustering algorithm (green), (<b>Bottom</b>) the calibration of the same radiometer using the SOTA calibration methods (yellow) with overlapping measurements (red). The algorithm requires some time before calibration is possible. The blue traces are the ideal calibration resulting from an assumption that frequent vicarious calibration measurements are made, and a two-point calibration is performed every second, with a 1 s integration time.</p>
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<p>(<b>Left</b>) The calculated uncertainty, i.e., the standard deviation of the calibrated antenna temperature over 1 min windows using the ideal (blue), SOTA (yellow), and ACCURACy (red) calibration methods. (<b>Right</b>) A moving mean of the calibrated antenna temperature calculated over a 1 min window for the ideal (blue), SOTA (yellow), and ACCURACy (red) methods where the true antenna temperature is 270 K, as shown in <a href="#remotesensing-17-00486-t004" class="html-table">Table 4</a>.</p>
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<p>After the full simulation (<b>Top</b>) using ACCURACy, one satellite maintains a high amount and frequency of calibration data to calibrate along its entire path thus far after four orbits. (<b>Bottom</b>) On the other hand, in the SOTA intercalibration, which is not ideal for real-time calibration, especially compared to ACCURACy, the entire constellation calibrates very infrequently during the same simulation.</p>
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16 pages, 4649 KiB  
Article
Influence of Geometrical Features on the Cyclic Behavior of S-Shaped Steel Dampers Used in Sustainable Seismic Isolation: Experimental Insight with Numerical Validation
by Kai Guo, Gaetano Pianese, Peng Pan and Gabriele Milani
Sustainability 2025, 17(2), 48; https://doi.org/10.3390/su17020660 - 16 Jan 2025
Viewed by 559
Abstract
Seismic isolation systems play a crucial role in enhancing structural resilience during earthquakes, with lead rubber bearings being a widely adopted solution. These bearings incorporate lead cores to effectively dissipate seismic energy. However, their widespread application is constrained by significant drawbacks, including high [...] Read more.
Seismic isolation systems play a crucial role in enhancing structural resilience during earthquakes, with lead rubber bearings being a widely adopted solution. These bearings incorporate lead cores to effectively dissipate seismic energy. However, their widespread application is constrained by significant drawbacks, including high costs and environmental concerns associated with lead. This study introduces a novel sustainable S-shaped steel damper made from standard steel. The influence of key geometrical parameters—thickness, width, and the distance from the bolt hole to the arc’s start—on the cyclic behavior of the dampers was investigated. Seven prototypes were designed, manufactured, and experimentally tested to evaluate their horizontal stiffness and damping performance. Subsequentially, the experimental results were considered for the validation of a numerical model based on a full 3D Finite Element discretization. The model, calibrated using simple uniaxial steel material tests, facilitates the identification of optimal geometric features for the production of S-shaped steel dampers without the need for extensive prototype fabrication and experimental testing. Additionally, the model can be seamlessly integrated into future numerical structural analyses, enabling a comprehensive evaluation of performance characteristics. In conclusion, this research provides critical insights into the geometric optimization of S-shaped steel dampers as cost-effective and sustainable dissipation devices. It offers both experimental data and a robust numerical model to guide future designs for improved seismic mitigation performances. Full article
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<p>Uniaxial tensile test: testing machine (<b>a</b>) and specimens during (<b>b</b>), before (<b>c</b>), and after (<b>d</b>) the test.</p>
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<p>Stress–strain curves obtained experimentally for the uniaxial tensile test.</p>
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<p>S-shaped steel dampers: geometric properties (<b>a</b>) and prototypes produced (<b>b</b>).</p>
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<p>Cyclic shear test: testing machine (<b>a</b>), loading setup and transmission device (<b>b</b>), loading protocol (<b>c</b>), and design of the shear frame (<b>d</b>).</p>
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<p>Experimental results obtained for the SSSDs in the cyclic tests: S1 (<b>a</b>), S2 (<b>b</b>), S3 (<b>c</b>), S4 (<b>d</b>), S5 (<b>e</b>), S6 (<b>f</b>), S7 (<b>g</b>), and zoomed details of S1, S4, S5, and S6 (<b>h</b>).</p>
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<p>Experimental results obtained for the SSSDs in the cyclic tests: S1 (<b>a</b>), S2 (<b>b</b>), S3 (<b>c</b>), S4 (<b>d</b>), S5 (<b>e</b>), S6 (<b>f</b>), S7 (<b>g</b>), and zoomed details of S1, S4, S5, and S6 (<b>h</b>).</p>
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<p>Damages observed at the end of the experimental cyclic shear tests (<b>a</b>) and deformations at the maximum displacement (<b>b</b>).</p>
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<p>Numerical model of ½ of an SSSD specimen: 3D assembly (<b>a</b>) and final mesh (<b>b</b>).</p>
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<p>Comparison between numerical and experimental cyclic curves and FE deformation and stress distribution at maximum displacement: S1 (<b>a</b>), S2 (<b>b</b>), S3 (<b>c</b>), S4 (<b>d</b>), S5 (<b>e</b>), S6 (<b>f</b>), and S7 (<b>g</b>).</p>
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<p>Comparison between numerical and experimental cyclic curves and FE deformation and stress distribution at maximum displacement: S1 (<b>a</b>), S2 (<b>b</b>), S3 (<b>c</b>), S4 (<b>d</b>), S5 (<b>e</b>), S6 (<b>f</b>), and S7 (<b>g</b>).</p>
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<p>Comparison between numerical and experimental cyclic curves and FE deformation and stress distribution at maximum displacement: S1 (<b>a</b>), S2 (<b>b</b>), S3 (<b>c</b>), S4 (<b>d</b>), S5 (<b>e</b>), S6 (<b>f</b>), and S7 (<b>g</b>).</p>
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16 pages, 3372 KiB  
Article
Design of High-Speed Signal Simulation and Acquisition System for Power Machinery Virtual Testing
by Hongyu Liu, Wei Cui, He Li, Xiuyun Shuai, Qingxin Wang, Jingyao Zhang, Feiyang Zhao and Wenbin Yu
Designs 2025, 9(1), 48; https://doi.org/10.3390/designs9010005 - 6 Jan 2025
Viewed by 560
Abstract
The rapid advancement of model-based simulation has driven the increased adoption of virtual testing in power machinery, raising demands for high accuracy and real-time signal processing. This study introduces a real-time signal simulation and acquisition system leveraging field-programmable gate array (FPGA) technology, designed [...] Read more.
The rapid advancement of model-based simulation has driven the increased adoption of virtual testing in power machinery, raising demands for high accuracy and real-time signal processing. This study introduces a real-time signal simulation and acquisition system leveraging field-programmable gate array (FPGA) technology, designed with flexible scalability and seamless integration with NI hardware-based test systems. The system supports various dynamic signals, including position, injection, and ignition signals, providing robust support for virtual testing and calibration. Comprehensive testing across scenarios involving oscilloscopes, signal generators, and the rapid control prototyping (RCP) platform confirms its high accuracy, stability, and adaptability in multi-signal processing and real-time response. This system is a state-of-the-art and extensively virtual field-tested platform for both power systems and power electronics. Full article
(This article belongs to the Topic Digital Manufacturing Technology)
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<p>Hardware connection diagram.</p>
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<p>System software function design architecture.</p>
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<p>N-M pattern signal. N = 60, M = 2, TDC is Rising = True.</p>
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<p>Schematic of inversion angle (First Angle is Rising = True).</p>
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<p>Analog-to-digital conversion of injection signal.</p>
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<p>Synchronized architecture design.</p>
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<p>Architecture before optimization. (<b>a</b>) Signal acquisition and detection function; (<b>b</b>) Result recording.</p>
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<p>Architecture after optimization. (<b>a</b>) Signal acquisition and detection function; (<b>b</b>) Result recording.</p>
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<p>Architecture of the test program.</p>
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<p>Crankshaft signal waveforms.</p>
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<p>Digital signal waveforms of camshaft.</p>
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<p>Analog signal waveforms of camshaft.</p>
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10 pages, 6481 KiB  
Communication
A PFM-Based Calibration Method for Low-Power High-Linearity Digital Pixel
by Yu Cheng, Jionghan Liu, Xiyuan Wang, Hongyu Hou, Qian Jiang and Yuchun Chang
Sensors 2025, 25(1), 48; https://doi.org/10.3390/s25010252 - 4 Jan 2025
Viewed by 470
Abstract
The nonlinearity problem of digital pixels restricts the reduction in power consumption at the pixel-level circuit. The main cause of nonlinearity is discussed in this article and low power consumption is attained by reducing the static current in capacitive transimpedance amplifiers (CTIAs) and [...] Read more.
The nonlinearity problem of digital pixels restricts the reduction in power consumption at the pixel-level circuit. The main cause of nonlinearity is discussed in this article and low power consumption is attained by reducing the static current in capacitive transimpedance amplifiers (CTIAs) and comparators. Linearity was successfully improved through the use of an off-chip calibration method. A 64 × 64 array prototype digital readout integrated circuit (DROIC) was fabricated using a 0.18 μm 1P6M CMOS process. Experimental results indicated that the post-calibration linearity reached 99.6% with an input current of up to 1.5 μA. The static power consumption per digital pixel was 6 μW. Full article
(This article belongs to the Special Issue CMOS Image Sensor: From Design to Application)
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<p>(<b>a</b>) Conventional PFM-based digital pixel structure; (<b>b</b>) ideal signal of the digital pixel; (<b>c</b>) actual signal with large current as input.</p>
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<p>Simulation data of <math display="inline"><semantics> <mrow> <msub> <mrow> <mo>∆</mo> <mi>V</mi> </mrow> <mrow> <mi>A</mi> </mrow> </msub> </mrow> </semantics></math> versus input current.</p>
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<p>Block diagram of the prototype.</p>
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<p>Layout of the digital pixel.</p>
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<p>Timing diagram of the prototype.</p>
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<p><math display="inline"><semantics> <mrow> <mo>∆</mo> <msub> <mrow> <mi>V</mi> </mrow> <mrow> <mi>A</mi> </mrow> </msub> </mrow> </semantics></math> of the pixel versus input current.</p>
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<p>Relation between the digital output and input current: (<b>a</b>) data of five pixels; (<b>b</b>) average value of the array.</p>
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<p>Relation between the digital output and input current with long integration time.</p>
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18 pages, 40069 KiB  
Article
Towards a More Sustainable Water Treatment: Design of a Hydrodynamic Test Rig and Testing of a Novel Microplastic Filter Using Biomimetics
by Pablo Blanco-Gómez, Luis Fernández-Martínez, María V. Martínez-Pedro, Claudio Machancoses-Folch, Víctor Durá-Pastor, Tatiana Montoya, Ángela Baeza-Serrano, Vicente Fajardo, José Rafael García-March, José Tena-Medialdea, Víctor Tena-Gascó, Bernardo Vicente-Morell, Mario Martínez Ceniceros and Benjamín Ruiz-Tormo
Sustainability 2025, 17(1), 48; https://doi.org/10.3390/su17010170 - 29 Dec 2024
Viewed by 1043
Abstract
Microplastics are plastic particles ranging in size from 1 μm to 5 mm, emitted at the source or resulting from the degradation of larger objects. Today, their global distribution is one of the major environmental problems recognized by the United Nations Sustainable Development [...] Read more.
Microplastics are plastic particles ranging in size from 1 μm to 5 mm, emitted at the source or resulting from the degradation of larger objects. Today, their global distribution is one of the major environmental problems recognized by the United Nations Sustainable Development Goals, polluting aquatic, terrestrial and atmospheric systems and requiring avant-garde solutions. Solid–liquid filtration is widely used in both industrial and biological systems, where some aquatic species are examined using very specialized filter-feeding apparatus, and when applied to industrial processes, microparticles can be separated from the water while minimizing maintenance costs, as they require less backwashing or additional energy consumption. The REMOURE project uses the Mediterranean species Mobula mobular (Bonnaterre, 1788) as a reference for the testing and optimization of low-cost microplastic filters applied to wastewater. For this purpose, a hydrodynamic test rig was designed and constructed by considering the hydraulic feeding conditions of the marine species, with a scale factor of 6. This paper presents the design conditions and the evaluation of the test results for the combination of three different variables: (1) flap disposition (two different models were considered); (2) inclination with respect to the flow direction; and (3) flow velocity. The models were printed in polyamide and videos were recorded to evaluate the behaviour of dye injection through the lobes. The videos were processed, and the results were statistically treated and used to calibrate a CFD model to optimize the filter design to be studied in a prototype wastewater treatment plant. Full article
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<p>(<b>a</b>) <span class="html-italic">Mobula mobular</span> specimen caught accidentally in Palestine. (<b>b</b>) Branchial arch of the <span class="html-italic">Mobula mobular</span> species. Source: Dr. Mohammed Abudaya, Save Our Seas Foundation.</p>
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<p>(<b>a</b>) A 3D model obtained with the (<math display="inline"><semantics> <mrow> <mi>μ</mi> <mi>P</mi> <mi>E</mi> <mi>T</mi> <mo>/</mo> <mi>C</mi> <mi>T</mi> </mrow> </semantics></math>) imaging laboratory. (<b>b</b>) Different distance measurements from the branchial arch structures.</p>
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<p>Three-dimensional modelling cascade process: (<b>a</b>) Selection of a single lobe from the scanned image of the bone tissue. (<b>b</b>) Depuration and cleaning of the isolated lobe image. (<b>c</b>) Construction of a physical model from the scanned image in <span class="html-italic">SolidWorks</span>.</p>
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<p>Three-dimensional models of the <span class="html-italic">Mobula mobular</span>-inspired filter system. (<b>a</b>) Model 1, where the size of the lobes was increased; and (<b>b</b>) Model 2, where the distance between the longitudinal axes was reduced.</p>
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<p>Models used in the dye experiments of the REMOURE project: (<b>Mod. 1</b>), where the size of the lobes was increased; and (<b>Mod. 2</b>), where the distance between the longitudinal axes was reduced.</p>
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<p>Hydrodynamic test rig scheme: main areas—i.e., flow inlet area, water tunnel and outlet area—are shown in black; pumping system (4) and plastic parts—i.e., source (1), sinks (3), as well as diffusion (2) and transparent (5) screens—are shown in red; and external parts—i.e., filter (6), dye injection (7) and deactivator (8) systems, and video camera (9)—are shown in blue.</p>
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<p>Image pre-processing prior to inter-lobe dye quantification. Regions (<b>a</b>,<b>b</b>) correspond to the upper and lower areas, while regions <b>1</b>–<b>14</b> correspond to the inter-lobe areas.</p>
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<p>Constructed hydrodynamic test rig and technical equipment of the REMOURE project: (<b>a</b>) overview of the test rig with illumination of the filter positioning device; (<b>b</b>) pumping system with frequency converter; (<b>c</b>) dye injection system; and (<b>d</b>) video recording system.</p>
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<p>Boxplots of the variability of the flow (%) through the different lobes for experiments in the similar model, Mod. 1. Numerical results correspond to the median values of the observations.</p>
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<p>Boxplots of the variability of the flow (%) through the different lobes for experiments in the similar model, Mod. 2. Numerical results correspond to the median values of the observations.</p>
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20 pages, 7305 KiB  
Article
The Use of Air Pressure Measurements Within a Sealed Moonpool for Sea-State Estimation
by Brendan Walsh, Robert Carolan, Mark Boland, Thomas Dooley and Thomas Kelly
J. Mar. Sci. Eng. 2024, 12(12), 48; https://doi.org/10.3390/jmse12122306 - 15 Dec 2024
Viewed by 660
Abstract
To assess the viability of locations for wave energy farms and design effective coastal protection measures, knowledge of local wave regimes is required. The work described herein aims to develop a low-cost, self-powering wave-measuring device that comprises a floating buoy with a central [...] Read more.
To assess the viability of locations for wave energy farms and design effective coastal protection measures, knowledge of local wave regimes is required. The work described herein aims to develop a low-cost, self-powering wave-measuring device that comprises a floating buoy with a central moonpool. The relative motion of the water level in the moonpool to the buoy will pressurise and depressurise the air above the water column. The variation in air pressure may then be used to estimate the sea-state incident upon the buoy. Small-scale proof of concept tank testing was conducted at a 1:20 scale and at a larger 1:2.4 scale before a full-scale prototype was deployed at the Smartbay test site facility in Galway Bay, Ireland. A number of techniques by which full-scale sea states may be estimated from the pressure spectrum are explored. A successful technique, based on the average of multiple linear squared magnitude of the transfer functions obtained under different wave regimes is developed. The applicability of this technique is then confirmed using validation data obtained during the full-scale sea trials. While the technique has proven useful, investigation into potential seasonal bias has been conducted, and suggestions for further improvements to the technique, based on further calibration testing in real sea states, are proposed. Full article
(This article belongs to the Special Issue The Interaction of Ocean Waves and Offshore Structures)
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<p>A schematic showing the general arrangement of the JFC Seagull 5G3000 buoy as the full-scale tests [<a href="#B14-jmse-12-02306" class="html-bibr">14</a>]. (Dimensions in millimetres).</p>
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<p>The WASP deployed at the Marine Institute Galway Bay observatory, Ireland, in 2019.</p>
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<p>A single input/output system in the time domain and the frequency domain.</p>
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<p>Variation in battery voltage over the complete 24 h period of 21 April 2019.</p>
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<p>The air temperature in the day mark over the complete 24 h period of 21 April 2019.</p>
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<p>Variation in the air pressure above the water column in the sealed chamber of the WASP with respect to time for the complete 24 h period for 21 April 2019.</p>
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<p>Waverider spectrum for 21 April 04:00–04:30 (Note: for this spectrum, <span class="html-italic">Hs</span> was 0.48 m and <span class="html-italic">Tz</span> was 2.79 s).</p>
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<p>WASP pressure Spectrum for 21 April 04:00–04:30.</p>
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<p>All squared magnitude of transfer functions for each day in the month of March 2019. Each line represents results for a different day.</p>
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<p>Average squared magnitude of the transfer function for the entire month of March 2019.</p>
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<p>WASP vs. Waverider spectra for 21 April 2019, 12:00–12:30.</p>
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<p>WASP vs. Waverider spectra for 5 May 2019, 14:00–14:30.</p>
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<p>Comparison between estimated WASP vs. measured Rider <span class="html-italic">Hs</span> values for June 2019 using the March average of the squared magnitude of the transfer function.</p>
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<p>Comparison between estimated WASP vs. measured Rider <span class="html-italic">Tz</span> values for June 2019 using the March average of the squared magnitude of the transfer function.</p>
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<p>WASP vs. Rider <span class="html-italic">Hs</span> values for June 2019 using data for the squared magnitude of the average transfer function for June.</p>
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<p>WASP vs. Rider <span class="html-italic">Hs</span> values for June 2019 using the squared magnitude of the average squared magnitude of the transfer function from the March, April, and May data.</p>
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<p>Five average pressure RMS of the squared magnitude of the transfer functions for March in a range of bands.</p>
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<p>Comparison between the Waverider and the WASP <span class="html-italic">Hs</span> values for June using the single squared magnitude of the transfer function approach and the pressure RMS average of the squared magnitude of the transfer function piecewise approach.</p>
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18 pages, 5030 KiB  
Article
Design and Development of a Low-Cost Educational Platform for Investigating Human-Centric Lighting (HCL) Settings
by George K. Adam and Aris Tsangrassoulis
Computers 2024, 13(12), 48; https://doi.org/10.3390/computers13120338 - 14 Dec 2024
Viewed by 653
Abstract
The design of reliable and accurate indoor lighting control systems for LEDs’ (light-emitting diodes) color temperature and brightness, in an effort to affect human circadian rhythms, has been emerging in the last few years. However, this is quite challenging since parameters, such as [...] Read more.
The design of reliable and accurate indoor lighting control systems for LEDs’ (light-emitting diodes) color temperature and brightness, in an effort to affect human circadian rhythms, has been emerging in the last few years. However, this is quite challenging since parameters, such as the melanopic equivalent daylight illuminance (mEDI), have to be evaluated in real time, using illuminance values and the spectrum of incident light. In this work, to address these issues, a prototype platform has been built based on the low-cost and low-power Arduino UNO R4 Wi-Fi BLE (Bluetooth Low Energy) board, which facilitates experiments with a new control approach for LEDs’ correlated color temperature (CCT). Together with the aforementioned platform, the methodology for mEDI calculation using an 11-channel multi-spectral sensor is presented. With proper calibration of the sensor, the visible spectrum can be reconstructed with a resolution of 1 nm, making the estimation of mEDI more accurate. Full article
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<p>PWM conversion of Arduino’s 5 V digital signals to 0–10 V analog signals.</p>
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<p>Arduino’s output values’ proportion to PWM duty cycle.</p>
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<p>Convertor’s stable 9.1 V output for 100% duty ratio of the Arduino’s PWM signal.</p>
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<p>Direct mapping of the converter’s voltage output to the LED driver voltage output.</p>
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<p>Direct mapping of the converter’s voltage output to LED driver percentage current output.</p>
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<p>An overview of the system modules and architecture.</p>
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<p>The flow of the overall operation and control procedures.</p>
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<p>(<b>a</b>,<b>b</b>) The system experimental setup; (<b>c</b>,<b>d</b>) running the experiments.</p>
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11 pages, 1811 KiB  
Article
Objective Assessment of Active Display Screen Fixation Among Office Workers Using an Innovative Nonwearable Acquisition System: A Pilot Study
by Edoardo Marelli, Davide Ruongo, Simone Dalola, Emma Sala, Cesare Tomasi, Vittorio Ferrari, Marco Ferrari and Giuseppe De Palma
Appl. Sci. 2024, 14(23), 48; https://doi.org/10.3390/app142311307 - 4 Dec 2024
Viewed by 646
Abstract
Background: Occupational risk assessments of VDT users are usually hindered by the variability of tasks that office workers perform. Digital eye strain is related to the amount of work time dedicated to screen fixation. Purpose: This study aimed to improve the risk assessment [...] Read more.
Background: Occupational risk assessments of VDT users are usually hindered by the variability of tasks that office workers perform. Digital eye strain is related to the amount of work time dedicated to screen fixation. Purpose: This study aimed to improve the risk assessment of VDT workers by introducing an advanced version of software developed at the University of Brescia. Methods: The prototype enables the recording of the times in front of the screen and those in which the operator actively fixes. It was tested on 30 employees from different offices. The system includes a webcam placed over the workers’ screens and connected with a laptop running specifically developed monitoring software. This experiment required worker-to-worker calibration of the system by the investigators. Results: The obtained data allowed us to distinguish between the period of screen fixation and the presence in front of the monitor. The visual activity varied greatly on a daily basis because of the differences between tasks. The mean facial detection time was approximately 48%, whereas the mean eye fixation time was 29%. Conclusions: The results suggest that our prototype is a promising tool for investigating the relative contributions of screen fixation to the development of digital occupational eye strain. Full article
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<p>Setting of the monitoring system. The screen of the monitoring system was not in sight of the worker.</p>
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<p>(<b>A</b>): Scatter graph of total recording time and screen fixation time. (<b>B</b>): Scatter graph of total recording time and face detection time.</p>
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<p>Relationship between face detection time and screen fixation time (linear regression equation: <span class="html-italic">p</span> &lt; 0.05).</p>
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<p>Events recorded by the software of a VDT user during his work shift. As we can see, there was a break from activity at the PC of nearly 3 h.</p>
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<p>Another example of a VDT use pattern. We can observe the difference between single events recorded for facial detection and fixation.</p>
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26 pages, 23292 KiB  
Article
The Concept and Measurements of an Adjustable Holder for Large Magnets Applicable for a THz Undulator Working in Superradiant Emission
by Paweł J. Romanowicz, Jarosław Wiechecki, Daniel Ziemiański, Robert Nietubyć and Paweł Krawczyk
Appl. Sci. 2024, 14(22), 48; https://doi.org/10.3390/app142210338 - 10 Nov 2024
Viewed by 1025
Abstract
The main aim of this study is the concept of the magnet holder for the THz undulator utilized in the PolFEL superradiant light source. To achieve maximum flux at high K values (radiation frequencies ranging from 0.5 THz to 5 THz, and K [...] Read more.
The main aim of this study is the concept of the magnet holder for the THz undulator utilized in the PolFEL superradiant light source. To achieve maximum flux at high K values (radiation frequencies ranging from 0.5 THz to 5 THz, and K values exceeding 3), it is necessary to use large permanent magnets with dimensions of 100 × 100 × 39.9 mm. For the above assumptions and parameters and specific requirements for magnet positioning, existing design solutions in the literature were found to be insufficient. The main challenges in the design of this holder included the following: (a) the unusually large size of the magnets, (b) requirements of wide-range calibration, and (c) large magnetic forces acting on each magnet, which can approach almost 4 kN. Taking into consideration these challenges, the prototype of the magnet holder was developed and manufactured. The paper presents the findings from both numerical and experimental studies aimed at validating the mechanical behavior and deformation of the proposed magnet holder. The measurements were conducted using two methods—traditional with the use of dial indicators and a novel approach based on the application of the Digital Image Correlation. The results from these numerical and experimental studies indicate that all specified requirements have been satisfactorily met. The study confirms the capability for accurate magnet positioning, demonstrating stable deformation of the holder under a magnetic load. Additionally, it was proved that the positioning of the magnets is both linear and repeatable, with calibration achievable within a range of at least ±0.25 mm. Full article
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<p>Sketches of design solutions of magnet holders: (<b>a</b>) with tuning (1) and locking (2) screws; (<b>b</b>) with adjusting screws (1) and nuts (2); (<b>c</b>) with wedge (1) and adjustment screw (2) and aluminum holder susceptible to deformation with thinned frame walls (3).</p>
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<p>General concept of THz PolFEL undulator. In the central part, jaws with magnetic arrays are visible.</p>
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<p>Exemplary part of magnetic array with two periods of magnets with the direction of magnetization.</p>
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<p>Geometry of investigated structure: (<b>a</b>) assembly drawing of magnet holder; (<b>b</b>) geometry of magnet block.</p>
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<p>Boundary conditions for FEMM simulations.</p>
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<p>Meshed region used for the FEMM calculations.</p>
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<p>FEM model of magnet holder: (<b>a</b>) 3-D model and boundary conditions; (<b>b</b>) FEM mesh.</p>
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<p>Pretensioning of bolts using “Bolt Pretension” function.</p>
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<p>Experimental test stand for measurement of magnet holder: (<b>a</b>) with simulation of the “push-in” conditions and (<b>b</b>) simulation of the “pull-out” conditions.</p>
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<p>Experimental test stand for measurement of magnet holder: (<b>a</b>) experimental test stand with dial indicators; (<b>b</b>) CAD drawing with location of measurement points.</p>
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<p>Field distribution in Halbach array calculated in FEMM for THZ undulator for a gap of 100 mm.</p>
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<p>Magnetic forces for individual magnets pairs, measured for different undulator’s gaps; magnets with remanence 1.28T.</p>
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<p>Deformations under loads on adjustment screws; magnet pressed: (<b>a</b>) <span class="html-italic">F<sub>r</sub></span> = 0.5 kN; (<b>b</b>) <span class="html-italic">F<sub>r</sub></span> = 1.5 kN.</p>
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<p>Deformations under loads on adjustment screws; magnet pulled: (<b>a</b>) <span class="html-italic">F<sub>r</sub></span> = 0.5 kN; (<b>b</b>) <span class="html-italic">F<sub>r</sub></span> = 1.5 kN.</p>
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<p>Deformation of inner U-shaped frame due to large tightening of clamp screws.</p>
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<p>Displacement of magnet for different clamp-tightening <span class="html-italic">M<sub>c</sub></span> and adjustment screw <span class="html-italic">M<sub>r</sub></span> torques.</p>
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<p>Displacement of magnet under external load <span class="html-italic">F</span>: (<b>a</b>) with “push-in” magnet; (<b>b</b>) with “pull-out” magnet.</p>
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<p>Displacement of magnet during positioning (realized by tensioning the screws with torque <span class="html-italic">M<sub>r</sub></span>).</p>
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<p>Speckle pattern on the surface of magnet holder.</p>
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<p>Influence of clamp-tightening torque <span class="html-italic">M<sub>c</sub></span> on magnet displacement.</p>
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<p>Horizontal deformation of magnet grip caused by tightening of clamps: (<b>a</b>) series 3—<span class="html-italic">M<sub>c</sub></span> = 2 Nm; (<b>b</b>) series 3—<span class="html-italic">M<sub>c</sub></span> = 4 Nm.</p>
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<p>Deformation of magnet holder and repeatability of measurements.</p>
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<p>Influence of adjustment bolt torque <span class="html-italic">M<sub>r</sub></span> on horizontal inner frame deformation.</p>
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<p>Influence of adjustment bolt torque <span class="html-italic">M<sub>r</sub></span> and clamp-bolt-tightening torque <span class="html-italic">M<sub>c</sub></span> on magnet displacement.</p>
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<p>Influence of adjustment bolt torque <span class="html-italic">M<sub>r</sub></span> on magnet displacement.</p>
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<p>Vertical deformation of magnet holder for different adjustment bolt torques <span class="html-italic">M<sub>r</sub></span>: (<b>a</b>) bolts on left hand-side <span class="html-italic">M<sub>r</sub></span> = 10 Nm, bolts on right hand-side <span class="html-italic">M<sub>r</sub></span> = 0 Nm; (<b>b</b>) <span class="html-italic">M<sub>r</sub></span> = 10 Nm on all adjusting bolts.</p>
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<p>Vertical deformation of magnet holder for the following: (<b>a</b>) <span class="html-italic">M<sub>c</sub></span> = 4 Nm, <span class="html-italic">M<sub>r</sub></span> = 0 Nm, <span class="html-italic">F</span> = 0 kN; (<b>b</b>) <span class="html-italic">M<sub>c</sub></span> = 4 Nm, <span class="html-italic">M<sub>r</sub></span> = 5 Nm, <span class="html-italic">F</span> = 0 kN.</p>
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<p>Displacement of “magnet” and deformation of outer frame for the following: (<b>a</b>) <span class="html-italic">M<sub>c</sub></span> = 4 Nm, <span class="html-italic">M<sub>r</sub></span> = 5 Nm, <span class="html-italic">F</span> = var; (<b>b</b>) <span class="html-italic">M<sub>c</sub></span> = 4 Nm, <span class="html-italic">M<sub>r</sub></span> = var, <span class="html-italic">F</span> = 2.5 kN.</p>
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<p>Vertical deformation of magnet holder for the following: (<b>a</b>) <span class="html-italic">M<sub>c</sub></span> = 4 Nm, <span class="html-italic">M<sub>r</sub></span> = 5 Nm, <span class="html-italic">F</span> = 1.25 kN; (<b>b</b>) <span class="html-italic">M<sub>c</sub></span> = 4 Nm, <span class="html-italic">M<sub>r</sub></span> = 5 Nm, <span class="html-italic">F</span> = 2.5 kN.</p>
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<p>Vertical deformation of magnet holder for <span class="html-italic">M<sub>c</sub></span> = 4 Nm, <span class="html-italic">M<sub>r</sub></span> = 10 Nm, and <span class="html-italic">F</span> = 2.5 kN.</p>
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<p>Vertical deformation of magnet holder for <span class="html-italic">M<sub>c</sub></span> = 4 Nm, <span class="html-italic">M<sub>r</sub></span> = 7 Nm, and <span class="html-italic">F</span> = 2.5 kN during the following: (<b>a</b>) stage 4—tightening of adjustment screws; (<b>b</b>) stage 5—loosening of adjustment screws.</p>
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12 pages, 3048 KiB  
Article
Study of High-Frequency Pulsating Flow Control Valves
by Dongdong Zhang, Yunchen Wu, Kuankuan Zhu, Ruiyi Shi, Jian Ruan and Chuan Ding
Appl. Sci. 2024, 14(22), 48; https://doi.org/10.3390/app142210177 - 6 Nov 2024
Viewed by 697
Abstract
Pulsating flow signals are widely used in the fields of dynamic calibration of flow meters and reliability testing of fluid transmission pipelines. A high-frequency pulsating flow control valve is proposed, its structure and working principle are introduced, and its mathematical model is also [...] Read more.
Pulsating flow signals are widely used in the fields of dynamic calibration of flow meters and reliability testing of fluid transmission pipelines. A high-frequency pulsating flow control valve is proposed, its structure and working principle are introduced, and its mathematical model is also established. Finally, an experimental platform is built to experimentally verify the performance of the high-frequency pulsating flow signal generation of this flow control valve prototype. When applying sinusoidal flow signals of 1–25 Hz, the amplitude of the output flow starts to decay after 2 Hz, and the frequency corresponding to the decay to −3 dB is about 23.5 Hz. The experimental results show that the valve can effectively generate unidirectional sinusoidal flow with a maximum amplitude of 25 L/min and a frequency of 23.5 Hz. Full article
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Figure 1

Figure 1
<p>Schematic structure of high-frequency flow valve.</p>
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<p>Test system.</p>
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<p>Flow control valve block diagram.</p>
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<p>Laboratory bench.</p>
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<p>Experimental and simulated sinusoidal flow signals.</p>
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<p>Experimental and simulated sinusoidal flow signals.</p>
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<p>Bode plot experimental results.</p>
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<p>Bode diagram corresponding to different Young’s modulus.</p>
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22 pages, 6236 KiB  
Article
Varying Performance of Low-Cost Sensors During Seasonal Smog Events in Moravian-Silesian Region
by Václav Nevrlý, Michal Dostál, Petr Bitala, Vít Klečka, Jiří Sléžka, Pavel Polách, Katarína Nevrlá, Melánie Barabášová, Růžena Langová, Šárka Bernatíková, Barbora Martiníková, Michal Vašinek, Adam Nevrlý, Milan Lazecký, Jan Suchánek, Hana Chaloupecká, David Kiča and Jan Wild
Atmosphere 2024, 15(11), 48; https://doi.org/10.3390/atmos15111326 - 3 Nov 2024
Viewed by 1594
Abstract
Air pollution monitoring in industrial regions like Moravia-Silesia faces challenges due to complex environmental conditions. Low-cost sensors offer a promising, cost-effective alternative for supplementing data from regulatory-grade air quality monitoring stations. This study evaluates the accuracy and reliability of a prototype node containing [...] Read more.
Air pollution monitoring in industrial regions like Moravia-Silesia faces challenges due to complex environmental conditions. Low-cost sensors offer a promising, cost-effective alternative for supplementing data from regulatory-grade air quality monitoring stations. This study evaluates the accuracy and reliability of a prototype node containing low-cost sensors for carbon monoxide (CO) and particulate matter (PM), specifically tailored for the local conditions of the Moravian-Silesian Region during winter and spring periods. An analysis of the reference data observed during the winter evaluation period showed a strong positive correlation between PM, CO, and NO2 concentrations, attributable to common pollution sources under low ambient temperature conditions and increased local heating activity. The Sensirion SPS30 sensor exhibited high linearity during the winter period but showed a systematic positive bias in PM10 readings during Polish smog episodes, likely due to fine particles from domestic heating. Conversely, during Saharan dust storm episodes, the sensor showed a negative bias, underestimating PM10 levels due to the prevalence of coarse particles. Calibration adjustments, based on the PM1/PM10 ratio derived from Alphasense OPC-N3 data, were initially explored to reduce these biases. For the first time, this study quantifies the influence of particle size distribution on the SPS30 sensor’s response during smog episodes of varying origin, under the given local and seasonal conditions. In addition to sensor evaluation, we analyzed the potential use of data from the Copernicus Atmospheric Monitoring Service (CAMS) as an alternative to increasing sensor complexity. Our findings suggest that, with appropriate calibration, selected low-cost sensors can provide reliable data for monitoring air pollution episodes in the Moravian-Silesian Region and may also be used for future adjustments of CAMS model predictions. Full article
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Figure 1
<p>LCS sensor node placed on the roof of the reference air quality monitoring station of the health institute in Ostrava located in the Mariánské Hory district.</p>
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<p>Temporal evolution of wind speed, wind direction, and reference particulate matter [<math display="inline"><semantics> <mrow> <msub> <mi>PM</mi> <mn>10</mn> </msub> <msub> <mi mathvariant="normal">]</mi> <mrow> <mi>R</mi> <mi>E</mi> <mi>F</mi> </mrow> </msub> </mrow> </semantics></math> concentrations during S1 (<b>a</b>–<b>c</b>) and S2 (<b>d</b>–<b>f</b>) episodes, respectively. Wind direction in degrees indicates the origin of the wind (<math display="inline"><semantics> <mrow> <msup> <mn>0</mn> <mo>∘</mo> </msup> </mrow> </semantics></math> = <math display="inline"><semantics> <mrow> <msup> <mn>360</mn> <mo>∘</mo> </msup> </mrow> </semantics></math> = north, <math display="inline"><semantics> <mrow> <msup> <mn>90</mn> <mo>∘</mo> </msup> </mrow> </semantics></math> = east, <math display="inline"><semantics> <mrow> <msup> <mn>180</mn> <mo>∘</mo> </msup> </mrow> </semantics></math> = south, <math display="inline"><semantics> <mrow> <msup> <mn>270</mn> <mo>∘</mo> </msup> </mrow> </semantics></math> = west).</p>
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<p>Schematic representation of datasets and quantities used for exploratory and regression data analyses (in bold) with corresponding temporal resolution. These datasets as well as data processing tools (including interactive Python notebooks) are available at the Zenodo repository (see the Data Availability Statement).</p>
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<p>The correlation matrix with scatter plots, linear regression and probability density functions (PDFs) for reference pollutant concentrations from the winter evaluation period. The diagonal subplots displaying the PDFs of the variables are depicted on a relative scale. Note that the area under each PDF curve equals 1, indicating the total probability. All scales for non-diagonal subplots are depicted in [<math display="inline"><semantics> <mrow> <mi mathvariant="sans-serif">μ</mi> </mrow> </semantics></math><math display="inline"><semantics> <mrow> <msup> <mi>g/m</mi> <mn>3</mn> </msup> </mrow> </semantics></math>] units. Pearson correlation coefficients <span class="html-italic">r</span> and relevant linear regression lines are depicted in red.</p>
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<p>Comparison of the selected hourly data series from winter evaluation period.</p>
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<p>Plot of diurnal variations in CO concentration (<b>a</b>) and <math display="inline"><semantics> <mrow> <msub> <mi>PM</mi> <mn>10</mn> </msub> </mrow> </semantics></math> (<b>b</b>) during winter evaluation period, extracted from reference instrument (solid line), LCS node (dotted line) and CAMS model (dash-dotted line) data, with mean value (thick lines) and the interquartile range (shaded regions).</p>
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<p>The seasonal variation in size distribution depicted as the normalized particle volume by bin of the Alphasense OPC-N3 sensor. The value of mass-weighted <math display="inline"><semantics> <mrow> <msub> <mi>PM</mi> <mn>1</mn> </msub> <msub> <mi>/PM</mi> <mn>10</mn> </msub> </mrow> </semantics></math> ratio was estimated for each co-location month, based on the median value of the relevant 24 h averages.</p>
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<p>Simple linear regression of Alphasense CO-B4 sensor response versus reference instrument (HORIBA) for “Polish smog” episode S1 (<b>a</b>) compared with data for winter evaluation period (<b>b</b>). Histograms displayed adjacent to axes illustrate normalized frequency of measured concentration ranges within respective dataset.</p>
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<p>Simple linear regression of Sensirion SPS30 sensor response versus reference instrument (TEOM) for “Polish smog” episode S1 (<b>a</b>) compared with data for winter evaluation period (<b>b</b>). Histograms displayed adjacent to axes illustrate normalized frequency of measured concentration ranges within respective dataset.</p>
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<p>Simple linear regression of Sensirion SPS30 sensor response versus reference instrument (FIDAS) during spring “Saharan dust storm” episode S2. Performance shown for <math display="inline"><semantics> <mrow> <msub> <mi>PM</mi> <mn>10</mn> </msub> </mrow> </semantics></math> (<b>a</b>) and <math display="inline"><semantics> <mrow> <msub> <mi>PM</mi> <mn>1</mn> </msub> </mrow> </semantics></math> (<b>b</b>). Histograms displayed adjacent to axes illustrate normalized frequency of measured concentration ranges within respective dataset.</p>
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<p>Correlation of reference measurements and LCS response during the winter evaluation period and the effect of ambient temperature on sensor performance (shown by the color of the data point).</p>
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<p>Size distribution of the normalized particle volume by bin of the Alphasense OPC-N3 sensor. The value of mass-weighted <math display="inline"><semantics> <mrow> <msub> <mi>PM</mi> <mn>1</mn> </msub> <msub> <mi>/PM</mi> <mn>10</mn> </msub> </mrow> </semantics></math> ratio estimated from 24 h average on selected days during S1 (<b>a</b>) and S2 (<b>b</b>) episodes.</p>
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<p>Rendered 3D model of the LCS node enclosure.</p>
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<p>Schematic representation of the data logging framework.</p>
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