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31 pages, 18264 KiB  
Article
An Investigation into the Applicability of the SHUD Model for Streamflow Simulation Based on CMFD Meteorological Data in the Yellow River Source Region
by Tingwei Bu, Chan Wang, Hao Chen, Xianhong Meng, Zhaoguo Li, Yaling Chen, Danrui Sheng and Chen Zhao
Water 2024, 16(24), 3583; https://doi.org/10.3390/w16243583 (registering DOI) - 12 Dec 2024
Abstract
The simulator for hydrological unstructured domains (SHUD) is a cutting-edge, distributed hydrological model based on the finite volume method, representing the next generation of coupled surface–subsurface hydrological simulations. Its applicability in high-altitude, cold regions covered by snow and permafrost, such as the Yellow [...] Read more.
The simulator for hydrological unstructured domains (SHUD) is a cutting-edge, distributed hydrological model based on the finite volume method, representing the next generation of coupled surface–subsurface hydrological simulations. Its applicability in high-altitude, cold regions covered by snow and permafrost, such as the Yellow River source region, necessitates rigorous validation. This study employed the China Meteorological Forcing Dataset (CMFD) to simulate streamflow in the Yellow River source region from 2006 to 2018, comprehensively assessing the suitability of the SHUD model in this area. The SHUD model excels in simulating monthly streamflow in the Yellow River source region, while its performance at the daily scale is comparable to existing models. It demonstrated significantly better performance in the warm season compared to the cold season, particularly in the middle and lower reaches of the region. Distinct seasonal and regional differences were observed in simulation performance across sub-basins. However, the model encounters limitations when simulating the extensively distributed permafrost areas in the upstream region, primarily due to oversimplification of the permafrost thawing and freezing processes, which points the direction for future model improvements. Additionally, the model’s shortcomings in accurately simulating peak streamflow are closely related to uncertainties in calibration strategies and meteorological data inputs. Despite these limitations, the calibrated SHUD model meets the hydrological simulation needs of the Yellow River Source Region across various temporal scales, providing significant scientific reference for hydrological simulation and streamflow prediction in cold regions with snow and permafrost. Full article
(This article belongs to the Section Hydrology)
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<p>Distribution of the Yellow River source region, river system, and the geographic locations of observation stations.</p>
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<p>The unstructured SHUD coarse/fine mesh for the Yellow River source region generated by the rSHUD tool.</p>
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<p>Flow duration curves (<b>a</b>), scatter plot (<b>b</b>), and hydrograph processes (<b>c</b>) of daily observed and simulated streamflow at the Tangnaihai hydrological Station.</p>
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<p>Flow duration curves (<b>a</b>), scatter plot (<b>b</b>) and hydrograph processes (<b>c</b>) of monthly observed and simulated streamflow at the Tangnaihai hydrological Station.</p>
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<p>Hydrographs and scatter plots of daily observed and simulated streamflow at the Tangnaihai hydrological station for 2008 (<b>a</b>,<b>b</b>) and 2014 (<b>c</b>,<b>d</b>).</p>
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<p>Monthly scale (<b>a</b>) and annual scale (<b>b</b>) temperature, precipitation, and observed and simulated streamflow at Tangnaihai hydrological station from 2006 to 2018, with temperature and precipitation as the annual averages from CMFD.</p>
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<p>Hydrographs (<b>a</b>,<b>c</b>,<b>e</b>) and scatter plots (<b>b</b>,<b>d</b>,<b>f</b>) of daily observed and simulated streamflow at hydrological stations in the Yellow River source region: (<b>a</b>,<b>b</b>) Jimai station, (<b>c</b>,<b>d</b>) Maqu station, and (<b>e</b>,<b>f</b>) Jungong station.</p>
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<p>Monthly average values of observed and simulated streamflow (<b>a</b>) and error percentage for simulated streamflow during warm and cold seasons (<b>b</b>) at four hydrologic stations in the Yellow River source region.</p>
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<p>Comparison of precipitation on daily (<b>a</b>), monthly (<b>b</b>), and annual (<b>c</b>) scales between meteorological stations and the CMFD in the Yellow River source region.</p>
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12 pages, 797 KiB  
Article
Prediction of Neurodevelopmental Outcomes in Very Preterm Infants: Comparing Machine Learning Methods to Logistic Regression
by Jehier Afifi, Tahani Ahmad, Alessandro Guida, Michael John Vincer and Samuel Alan Stewart
Children 2024, 11(12), 1512; https://doi.org/10.3390/children11121512 - 12 Dec 2024
Abstract
Purpose: Is machine learning (ML) superior to the traditionally used logistic regression (LR) in prediction of neurodevelopmental outcomes in preterm infants? Objectives: To develop and internally validate a ML model to predict neurodevelopmental impairment (NDI) in very preterm infants (<31 weeks) at 36 [...] Read more.
Purpose: Is machine learning (ML) superior to the traditionally used logistic regression (LR) in prediction of neurodevelopmental outcomes in preterm infants? Objectives: To develop and internally validate a ML model to predict neurodevelopmental impairment (NDI) in very preterm infants (<31 weeks) at 36 months corrected age, using clinical predictors. Methods: A retrospective cohort of very preterm infants (230–306 weeks) born between January 2004 and December 2016 in Nova Scotia, Canada. Survivors with neurodevelopmental assessment at 36 months corrected age were included. The study sample was randomly split (80:20) into a development and testing datasets. We compared four methods: LR, elastic net (EN), random forest ensemble (RF) and gradient boosting (XGB), in relation to discrimination (AUC), calibration, and diagnostic properties. Results: Of 811 eligible infants, 663 were included (mean gestational age 28 weeks, mean birth weight 1137 g and 52% male). Of those, 195 (29%) developed NDI and 468 (71%) did not. On internal validation using the testing dataset, all four models provided good discrimination of NDI with comparable AUC. RF was superior to the other three methods with a higher AUC (0.79 vs. 0.74, 0.74, and 0.73 for XGB, EN and LR, respectively), but all models have overlapped CIs. Conclusions: In this population-based cohort of very preterm infants, RF was superior to conventional LR in prediction of NDI at 3 years corrected age. Accurate prediction of preterm infants at risk of NDI enables early referrals for intervention programs and resources allocation toward those who are most likely to benefit. Full article
(This article belongs to the Section Pediatric Neonatology)
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<p>Population Flow Chart.</p>
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<p>The Area Under the Receiver Operating Characteristic Curve (AUROC) of the Four Prediction Models of Neurodevelopmental Impairment in Very Preterm Infants.</p>
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<p>Calibration Plots of the Four Prediction Models of Neurodevelopmental Impairment in Very Preterm Infants.</p>
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22 pages, 3762 KiB  
Article
Eye-Tracking Characteristics: Unveiling Trust Calibration States in Automated Supervisory Control Tasks
by Keran Wang, Wenjun Hou, Huiwen Ma and Leyi Hong
Sensors 2024, 24(24), 7946; https://doi.org/10.3390/s24247946 - 12 Dec 2024
Abstract
Trust is a crucial human factor in automated supervisory control tasks. To attain appropriate reliance, the operator’s trust should be calibrated to reflect the system’s capabilities. This study utilized eye-tracking technology to explore novel approaches, given the intrusive, subjective, and sporadic characteristics of [...] Read more.
Trust is a crucial human factor in automated supervisory control tasks. To attain appropriate reliance, the operator’s trust should be calibrated to reflect the system’s capabilities. This study utilized eye-tracking technology to explore novel approaches, given the intrusive, subjective, and sporadic characteristics of existing trust measurement methods. A real-world scenario of alarm state discrimination was simulated and used to collect eye-tracking data, real-time interaction data, system log data, and subjective trust scale values. In the data processing phase, a dynamic prediction model was hypothesized and verified to deduce and complete the absent scale data in the time series. Ultimately, through eye tracking, a discriminative regression model for trust calibration was developed using a two-layer Random Forest approach, showing effective performance. The findings indicate that this method may evaluate the trust calibration state of operators in human–agent collaborative teams within real-world settings, offering a novel approach to measuring trust calibration. Eye-tracking features, including saccade duration, fixation duration, and the saccade–fixation ratio, significantly impact the assessment of trust calibration status. Full article
(This article belongs to the Special Issue Sensing Technology to Measure Human-Computer Interactions)
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<p>This is the experimental material interface at a specific moment, featuring moving targets (aircraft, fire-fighting apparatus) and hazard zones. An alert pops up in the bottom right corner when targets approach the hazard zones.</p>
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<p>Human–agent trust model experimental scenario construction.</p>
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<p>The architecture of the double-layer Random Forest model.</p>
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<p>Prior distribution graphs of four parameters.</p>
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<p>Prediction results of trust levels for 10 participants.</p>
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<p>The changes in precision and comprehensive accuracy of T1 and T3 with the variation in the number of decision trees.</p>
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<p>Change in <math display="inline"><semantics> <msup> <mi>R</mi> <mn>2</mn> </msup> </semantics></math> and MSE error curve with number of decision trees in Random Forest regression.</p>
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<p>Confusion matrix analysis of model classification results.</p>
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<p>The importance ranking of the 9 oculomotor features output by the first-layer Random Forest classification model.</p>
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<p>The importance ranking of the 9 oculomotor features output by the second-layer Random Forest regression model.</p>
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13 pages, 2848 KiB  
Article
Probabilistic Analysis of Extreme Water Demand Peak Factors for Sustainable Resource Management
by Manuela Moretti and Roberto Guercio
Sustainability 2024, 16(24), 10883; https://doi.org/10.3390/su162410883 - 12 Dec 2024
Viewed by 25
Abstract
Water management has evolved significantly, but sustainability remains a critical challenge. Ancient Roman aqueducts, despite their engineering marvel, operated with constant flow, leading to substantial water waste. Later, rooftop reservoir systems continued this inefficiency, as excess water would overflow. Only recently have demand-driven [...] Read more.
Water management has evolved significantly, but sustainability remains a critical challenge. Ancient Roman aqueducts, despite their engineering marvel, operated with constant flow, leading to substantial water waste. Later, rooftop reservoir systems continued this inefficiency, as excess water would overflow. Only recently have demand-driven networks shown potential for reducing waste, though substantial water leaks continue to undermine these efforts. Achieving true sustainability in water distribution requires minimizing leaks through the use of models that adopt accurate water demand scenarios and identifying an optimal peak factor (PF). In fact, water distribution networks (WDNs) are commonly designed, analyzed, and calibrated using deterministic demand scenarios based on average annual consumption and scaled by a chosen PF. However, for efficient design and management, it is essential to associate a probabilistic value with the consumption data used in the analyses. This study introduces a novel methodology for estimating PFs with a specific return period at the District Meter Area (DMA) scale, utilizing extreme value statistical analysis. The generalized Pareto distribution (GPD) models were applied to provide more reliable PF estimates. The proposed methodology was validated using hourly residential consumption data from a DMA located in Southern Italy, demonstrating its effectiveness in improving the accuracy of WDN design. Full article
(This article belongs to the Section Sustainable Water Management)
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<p>The reduction in water consumption due to the transition from the roof tank-based system to the demand-driven system, which occurred between 2000 and 2003 in all three households. The first group of bars in the graph represents the consumption data prior to this transition.</p>
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<p>The daily efficiency of the residential smart metering system during the study period.</p>
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<p>A time series of the PFs obtained for 600 aggregate meters (light blue). For the optimal threshold identified by the dotted line, the selected POTs are circled in red.</p>
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<p>An extract from the historical series of PFs obtained for a total of 600 m (light blue). The sample of POTs selected by the minimum threshold (identified by the lowest dotted line) that satisfies the Kendall test is shown in blue; the one that satisfies the entire set of required conditions is shown in red and delimited by the highest dotted line.</p>
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<p>Parameter stability plots. (<b>a</b>) Shape parameter stability plot; (<b>b</b>) scale parameter stability plot. The green symbol represents the parameter conditions corresponding to the selected threshold. The presence of a stable neighborhood in both cases confirms the solution is optimal, validated by graphical methods.</p>
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<p>Probability chart: comparison between the empirical frequency and the cdf.</p>
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<p>Descending trend in PFs with increasing spatial aggregation for different return periods.</p>
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<p>Interpolation of the expected PF value with T = 2 years (blue points) with a power curve (red line).</p>
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<p>Scaling laws of parameters constituting Equation (7). The blue dots represent the a and b estimated at the relative return period T; the dotted lines represent the scaling laws of the single parameters (Equations (8) and (9)).</p>
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<p>Scaling law of peak factors for different return periods T.</p>
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17 pages, 2272 KiB  
Article
Convolutional Neural Network–Vision Transformer Architecture with Gated Control Mechanism and Multi-Scale Fusion for Enhanced Pulmonary Disease Classification
by Okpala Chibuike and Xiaopeng Yang
Diagnostics 2024, 14(24), 2790; https://doi.org/10.3390/diagnostics14242790 - 12 Dec 2024
Viewed by 90
Abstract
Background/Objectives: Vision Transformers (ViTs) and convolutional neural networks (CNNs) have demonstrated remarkable performances in image classification, especially in the domain of medical imaging analysis. However, ViTs struggle to capture high-frequency components of images, which are critical in identifying fine-grained patterns, while CNNs have [...] Read more.
Background/Objectives: Vision Transformers (ViTs) and convolutional neural networks (CNNs) have demonstrated remarkable performances in image classification, especially in the domain of medical imaging analysis. However, ViTs struggle to capture high-frequency components of images, which are critical in identifying fine-grained patterns, while CNNs have difficulties in capturing long-range dependencies due to their local receptive fields, which makes it difficult to fully capture the spatial relationship across lung regions. Methods: In this paper, we proposed a hybrid architecture that integrates ViTs and CNNs within a modular component block(s) to leverage both local feature extraction and global context capture. In each component block, the CNN is used to extract the local features, which are then passed through the ViT to capture the global dependencies. We implemented a gated attention mechanism that combines the channel-, spatial-, and element-wise attention to selectively emphasize the important features, thereby enhancing overall feature representation. Furthermore, we incorporated a multi-scale fusion module (MSFM) in the proposed framework to fuse the features at different scales for more comprehensive feature representation. Results: Our proposed model achieved an accuracy of 99.50% in the classification of four pulmonary conditions. Conclusions: Through extensive experiments and ablation studies, we demonstrated the effectiveness of our approach in improving the medical image classification performance, while achieving good calibration results. This hybrid approach offers a promising framework for reliable and accurate disease diagnosis in medical imaging. Full article
(This article belongs to the Section Machine Learning and Artificial Intelligence in Diagnostics)
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<p>The proposed hybrid architecture.</p>
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<p>Gated mechanism with attention.</p>
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<p>Inception-styled multi-scale fusion module proposed in this study.</p>
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<p>A confusion matrix for the proposed model.</p>
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<p>Impact of different augmentation methods on original images.</p>
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<p>Impact of gated mechanism and multi-scale fusion using LIME explainability analysis.</p>
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13 pages, 1683 KiB  
Article
Enhanced Analytical Performance in CYFRA 21-1 Detection Using Lateral Flow Assay with Magnetic Bioconjugates: Integration and Comparison of Magnetic and Optical Registration
by Artemiy M. Skirda, Alexey V. Orlov, Juri A. Malkerov, Sergey L. Znoyko, Alexandra S. Rakitina and Petr I. Nikitin
Biosensors 2024, 14(12), 607; https://doi.org/10.3390/bios14120607 - 11 Dec 2024
Viewed by 316
Abstract
A novel approach to developing lateral flow assays (LFAs) for the detection of CYFRA 21-1 (cytokeratin 19 fragment, a molecular biomarker for epithelial-origin cancers) is proposed. Magnetic bioconjugates (MBCs) were employed in combination with advanced optical and magnetic tools to optimize assay conditions. [...] Read more.
A novel approach to developing lateral flow assays (LFAs) for the detection of CYFRA 21-1 (cytokeratin 19 fragment, a molecular biomarker for epithelial-origin cancers) is proposed. Magnetic bioconjugates (MBCs) were employed in combination with advanced optical and magnetic tools to optimize assay conditions. The approach integrates such techniques as label-free spectral-phase interferometry, colorimetric detection, and ultrasensitive magnetometry using the magnetic particle quantification (MPQ) technique. For the first time in LFA applications, the MPQ-based and colorimetry-based detection methods were compared side by side, and superior analytical performance was demonstrated. The limit of detection (LOD) of 0.9 pg/mL was achieved using MPQ, and 2.9 pg/mL with optical detection. This study has demonstrated that MPQ provides elimination of signal saturation, higher sensitivity (slope of the calibration curve), and a 19-fold wider dynamic range of detected signals. Both optical and magnetic detection results are comparable to the best laboratory-based tests with the added benefits of a 20-min assay duration and the LFA format convenience. The assay effectiveness was validated in human serum and artificial saliva, and high recovery rates were observed. The proposed approach offers rapid and reliable detection of molecular biomarkers and holds significant potential for point-of-care diagnostics, particularly in resource-limited settings. Full article
(This article belongs to the Special Issue Biosensing Advances in Lateral Flow Assays (LFA))
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<p>Detection of CYFRA 21-1 using a lateral flow assay based on magnetic bioconjugates: schematic of the test strip (<b>a</b>) and the application of various detection methods—static optical (<b>b</b>), dynamic optical (<b>c</b>), and electronic detection using the MPQ method (<b>d</b>).</p>
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<p>Experimental SPI sensorgrams for determining the kinetic parameters of interactions between CYFRA 21-1 antigen and monoclonal antibodies of XC42 (<b>a</b>) and XC10 (<b>b</b>) clones: the rising parts of the curves represent the association, while the falling parts correspond to the dissociation of the complexes.</p>
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<p>Optimization of assay conditions for the lateral flow immunoassay: effects of (<b>a</b>) casein concentration in the running buffer, (<b>b</b>) amount of magnetic bioconjugates per test, (<b>c</b>) amount of antibodies used for conjugation to magnetic particles, and (<b>d</b>) sample volume. The legend represents the concentrations of CYFRA 21-1 tumor marker in the probe (0, 1, and 10 ng/mL). The red boxes indicate the selected optimal conditions.</p>
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<p>Calibration curves for CYFRA 21-1 determination using the lateral flow assay with visual (<b>a</b>), colorimetric (<b>b</b>), and MPQ (<b>c</b>) detection. The dashed line in plots (<b>b</b>,<b>c</b>) is intended to determine the limit of detection and corresponds to the negative control signal plus 3 of its standard deviations.</p>
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21 pages, 6868 KiB  
Article
Impact Assessment of Socio-Economic Scenarios on a Water Quality Swale: An Exploratory Analysis with WinSLAMM
by Sujit A. Ekka, Jon M. Hathaway and William F. Hunt
Sustainability 2024, 16(24), 10857; https://doi.org/10.3390/su162410857 - 11 Dec 2024
Viewed by 308
Abstract
Sustainable long-term performance of water quality swales, a common stormwater control measure (SCM), requires a futuristic view that considers the impact of socio-economic conditions. The impact of five socio-economic scenarios on a water quality swale in Knightdale, North Carolina, USA, was assessed using [...] Read more.
Sustainable long-term performance of water quality swales, a common stormwater control measure (SCM), requires a futuristic view that considers the impact of socio-economic conditions. The impact of five socio-economic scenarios on a water quality swale in Knightdale, North Carolina, USA, was assessed using WinSLAMM, a stormwater quality model. Scenarios included changing annual average daily traffic (AADT) and maintenance regimes mimicking environmental protection and degradation. Statistical performance evaluation criteria (e.g., RMSE, R2) were used to assess model suitability and calibration for runoff volume and sediment. Results indicated that sediment delivery to the swale increased with AADT, and reduced maintenance negatively impacted swale performance. While the reduced AADT during the COVID-19 pandemic provided short-term water quality benefits, a lack of maintenance impacted treatment through the swale. SCM inspection and maintenance is critical for accommodating increased AADT and enhancing swale life-cycle. This exploratory impact assessment focused on the socio-economic axis of climate change scenario framework and underscored the importance of sound environmental policies for sustainable swale performance. Future studies are needed in other areas to influence local environmental policies. Full article
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<p>Annual average daily traffic (AADT) trends at North Carolina Department of Transportation Station-0920001771, I-540, Knightdale, North Carolina, USA.</p>
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<p>Mingo Creek swale constructed to treat runoff from I-540 Southbound in Wake County, North Carolina.</p>
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<p>Runoff volume leakage from PVC pipe and scuppers of I-540 bridge deck (observed 30 November 2020).</p>
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<p>Model setup showing flow and pollutant routing as shown in Source Loading and Management Model for Windows (WinSLAMM version 10.5.0.) software.</p>
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<p>Change in average daily traffic pre- and post-COVID-19 pandemic, I-540 Southbound, Exit 14-16 (Station#0920000024 source: NCDOT, unpublished data).</p>
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<p>Rainfall–runoff volume relationship for monitored data at Mingo Creek swale.</p>
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<p>Observed rainfall–swale outflow relationship at Mingo Creek swale.</p>
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<p>Calibrated hydrologic model at the swale outflow.</p>
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<p>Calibrated sediment model at the swale outflow. Load shown in pounds (lbs) instead of kilograms (kg) for better readability. (1 kg = 2.2 lbs).</p>
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<p>Per event sediment loads at the swale inlet for different socio-economic scenarios. Values normalized to kg/ha/year. Dates shown are in mm/dd/yyyy format.</p>
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<p>Annual sediment load for different socio-economic scenarios at Mingo Creek. (SSP1: environmental sustainability scenario; SSP2: intermediate; SSP3: economic security).</p>
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20 pages, 23934 KiB  
Article
LCLN-CA: A Survival Regression Analysis-Based Prediction Method for Catechin Content in Yunnan Sun-Dried Tea
by Hongxu Li, Qiaomei Wang, Houqiao Wang, Limei Li, Xinghua Wang, Tianyu Wu, Chun Wang, Ye Qian, Xiaohua Wang, Yuxin Xia, Jin Xie, Wenxia Yuan and Baijuan Wang
Horticulturae 2024, 10(12), 1321; https://doi.org/10.3390/horticulturae10121321 - 11 Dec 2024
Viewed by 362
Abstract
Catechins are pivotal determinants of tea quality, with soil environmental factors playing a crucial role in the synthesis and accumulation of these compounds. To investigate the impact of changes in tea garden soil environments on the catechin content in sun-dried tea, this study [...] Read more.
Catechins are pivotal determinants of tea quality, with soil environmental factors playing a crucial role in the synthesis and accumulation of these compounds. To investigate the impact of changes in tea garden soil environments on the catechin content in sun-dried tea, this study measured the catechin content in soil samples and corresponding tea leaves from Nanhua, Yunnan, China. By integrating the variations in catechin content with those of 17 soil factors and employing COX regression factor analysis, it was found that pH, organic matter (OM), fluoride, arsenic (As), and chromium (Cr) were significantly correlated with catechin content (p < 0.05). Further, using the LASSO regression for variable selection, a model named LCLN-CA was constructed with four variables including pH, OM, fluoride, and As. The LCLN-CA model demonstrated high fitting accuracy with AUC values of 0.674, 0.784, and 0.749 for catechin content intervals of CA ≤ 10%, 10% < CA ≤ 20%, and 20% < CA ≤ 30% in the training set, respectively. The validation set showed AUC values of 0.630, 0.756, and 0.723, respectively, indicating a well-calibrated curve. Based on the LCLN-CA model and the DynNom framework, a visual prediction system for catechin content in Yunnan sun-dried tea was developed. External validation with a test dataset achieved an Accuracy of 0.870. This study explored the relationship between soil-related factors and variations in catechin content, paving a new way for the prediction of catechin content in tea and enhancing the practical application value of artificial intelligence technology in agricultural production. Full article
(This article belongs to the Special Issue Artificial Intelligence in Horticulture Production)
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<p>Overview of the sampling sites.</p>
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<p>Differential expression and correlation of soil environmental factors. Note: (<b>a</b>) The relative expression levels of various soil environmental factors (such as total nitrogen, total phosphorus, organic matter, etc.) across different soil samples. Through clustering analysis, significant differences in the expression patterns of these factors among various soil samples can be observed. The color bar indicates the expression intensity of each soil factor, with red representing positive expression, blue representing negative expression, and the deeper the color, the higher the expression level. (<b>b</b>) The correlation relationships between different soil factors. Using a circular visualization, the correlation degree of each soil factor with all other factors can be seen. The color bar indicates the strength of the correlation, with green to red representing an increasing degree of positive correlation, and red to green representing an increasing degree of negative correlation.</p>
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<p>LASSO selection of modeling factors. Note: (<b>a</b>) The coefficient path of soil factors, where the <span class="html-italic">x</span>-axis represents the natural logarithm of lambda, and the <span class="html-italic">y</span>-axis represents the model coefficients. Different colored lines represent the changes in the 17 factors as the penalty coefficient varies. (<b>b</b>) The cross-validation results, with the left dashed line indicating lambda.min and the right dashed line indicating lambda.1se.</p>
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<p>LCLN-CA model Nomogram.</p>
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<p>LCLN-CA model ROC curve.</p>
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<p>Calibration curves of the LCLN-CA model. Note: (<b>a</b>–<b>c</b>) Tra. denotes the training set, (<b>d</b>–<b>f</b>) Val. denotes the validation set, and the <span class="html-italic">x</span>-axis in (<b>a</b>–<b>f</b>) represents the predicted values while the <span class="html-italic">y</span>-axis represents the actual values.</p>
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<p>LCLN-CA model Nomogram Visualization System. Note: The input module includes variables and value ranges for pH, OM, Fluoride, and As. (<b>a</b>) The module is used to intuitively display the CA probability levels of tea leaves under different environmental soil factor variations; by adjusting the values of the sliders on the left, users can observe the corresponding CA probability curves changing from high to low across different content levels; (<b>b</b>) the module presents the score rankings for each prediction operation, with each curve corresponding to a specific set of variable values, and the corresponding detailed data are displayed in module (<b>c</b>) where each row of data outputs the corresponding predicted probability and confidence interval; (<b>d</b>) the module includes all parameters for constructing and evaluating the predictive model.</p>
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<p>The interpretation of catechin content prediction through the integration of survival analysis and Nomograms.</p>
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16 pages, 8293 KiB  
Article
Research on the Calibration Method of the Bonding Parameters of the EDEM Simulation Model for Asphalt Mixtures
by Xiujun Li, Zhipeng Zhang, Linhao Zhao, Heng Zhang and Fangzhi Shi
Coatings 2024, 14(12), 1553; https://doi.org/10.3390/coatings14121553 - 11 Dec 2024
Viewed by 284
Abstract
To enhance the accuracy and reliability of the discrete element simulation software EDEM 2023 for pavement asphalt mixture simulation, three representative coarse aggregate particles were modeled in 3D using the SolidWorks 2018 software and imported into the EDEM 2023 software for particle filling. [...] Read more.
To enhance the accuracy and reliability of the discrete element simulation software EDEM 2023 for pavement asphalt mixture simulation, three representative coarse aggregate particles were modeled in 3D using the SolidWorks 2018 software and imported into the EDEM 2023 software for particle filling. The Hertz–Mindlin with bonding contact model was used to construct the EDEM simulation model of asphalt mixtures, and the quadratic regression model of asphalt mixtures’ splitting tensile strength and four bonding parameters, namely, normal stiffness per unit area, shear stiffness per unit area, critical normal stress, and critical shear stress, was found by the response surface methodology. The results show that the relationship between the significance magnitude of the four bonding parameters on the splitting tensile strength of the asphalt mixture simulation model is as follows: critical normal stress > shear stiffness per unit area > normal stiffness per unit area > critical shear stress. The calibration results of the bonding parameters were used for simulation verification, and the relative error between the simulation and actual splitting tensile strength was only −2.48%. The feasibility of this bonding parameter calibration method is demonstrated, and it can lay a foundation for EDEM to simulate the performance of asphalt mixtures on pavements with high-precision simulation. Full article
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<p>Aggregate gradation of asphalt mixture.</p>
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<p>Laboratory splitting test for asphalt mixtures.</p>
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<p>Interaction of the “Bond” between Particle A and Particle B.</p>
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<p>Asphalt mixture mastic theory.</p>
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<p>Marshall specimen mold and particle factory.</p>
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<p>Schematic diagram of Marshall specimen model generation and compaction process.</p>
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<p>Marshall specimen particle size distribution chart by grade.</p>
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<p>The simulation model for the splitting test.</p>
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<p>Response surfaces for the interaction effects of various factors on the splitting tensile strength <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>R</mi> </mrow> <mrow> <mi>T</mi> </mrow> </msub> </mrow> </semantics></math>: (<b>a</b>) interaction effects between <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> </mrow> </semantics></math>; (<b>b</b>) interaction effects between <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>3</mn> </mrow> </msub> </mrow> </semantics></math>; (<b>c</b>) interaction effects between <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> </mrow> </semantics></math>; (<b>d</b>) interaction effects between <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>3</mn> </mrow> </msub> </mrow> </semantics></math>; (<b>e</b>) interaction effects between <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> </mrow> </semantics></math>; (<b>f</b>) interaction effects between <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>3</mn> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>X</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> </mrow> </semantics></math>.</p>
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<p>The variation in the load applied by the upper compression bar and the fracture state of the specimen over time.</p>
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18 pages, 8161 KiB  
Article
A Significant Wave Height Prediction Method Based on Improved Temporal Convolutional Network and Attention Mechanism
by Ying Han, Jiaxin Tang, Hongyun Jia, Changming Dong and Ruihan Zhao
Electronics 2024, 13(24), 4879; https://doi.org/10.3390/electronics13244879 - 11 Dec 2024
Viewed by 216
Abstract
Wave prediction is crucial for ensuring the safety and disaster mitigation of coastal areas, helping to support marine economic activities. Currently, many deep learning models, such as the temporal convolutional network (TCN), have been applied to wave prediction. In this study, a prediction [...] Read more.
Wave prediction is crucial for ensuring the safety and disaster mitigation of coastal areas, helping to support marine economic activities. Currently, many deep learning models, such as the temporal convolutional network (TCN), have been applied to wave prediction. In this study, a prediction model based on improved TCN-Attention (ITCN-A) is proposed. This model incorporates improvements in two aspects. Firstly, to address the difficulty of calibrating hyperparameters in traditional TCN models, a whale optimization algorithm (WOA) has been introduced to achieve global optimization of hyperparameters. Secondly, we integrate dynamic ReLU to implement an adaptive activation function. The improved TCN is then combined with the attention mechanism to further enhance the extraction of long-term features of wave height. We conducted experiments using data from three buoy stations with varying water depths and geographical locations, covering prediction lead times ranging from 1 h to 24 h. The results demonstrate that the proposed integrated model reduces the RMSE of prediction by 12.1% and MAE by an 18.6% compared with the long short-term memory (LSTM) model. Consequently, this model effectively improves the accuracy of wave height predictions at different stations, verifying its effectiveness and general applicability. Full article
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<p>Causal convolutional structure figure.</p>
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<p>Improved TCN block.</p>
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<p>Attention mechanism figure.</p>
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<p>Structure of proposed method.</p>
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<p>Selected buoy station location.</p>
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<p>Fitness value iteration curve.</p>
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<p>Prediction performance of different models at station 41008.</p>
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<p>Comparison of 1 h predicted values of different models at station 41008.</p>
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<p>Comparison of 3 h predicted values of different models at station 41008.</p>
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<p>Comparison of 6 h predicted values of different models at station 41008.</p>
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<p>Long-term predictive performance of different models.</p>
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<p>Scatter plot of station 42055’s prediction results.</p>
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<p>Scatter plot of station 46083’s prediction results.</p>
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23 pages, 9223 KiB  
Article
Potential of Solar-Induced Chlorophyll Fluorescence for Monitoring Gross Primary Productivity and Evapotranspiration in Tidally-Influenced Coastal Salt Marshes
by Jianlin Lai and Ying Huang
Remote Sens. 2024, 16(24), 4636; https://doi.org/10.3390/rs16244636 - 11 Dec 2024
Viewed by 224
Abstract
Solar-induced chlorophyll fluorescence (SIF) offers significant potential as a novel approach for quantifying carbon and water cycling in coastal wetland ecosystems across multiple spatial scales. However, the mechanisms governing these biogeochemical processes remain insufficiently understood, largely due to the periodic influence of tidal [...] Read more.
Solar-induced chlorophyll fluorescence (SIF) offers significant potential as a novel approach for quantifying carbon and water cycling in coastal wetland ecosystems across multiple spatial scales. However, the mechanisms governing these biogeochemical processes remain insufficiently understood, largely due to the periodic influence of tidal inundation. In this study, we investigated the effects and underlying mechanisms of meteorological and tidal factors on the relationships between canopy-level solar-induced chlorophyll fluorescence at 760 nm (SIF760) and key ecosystem processes, including gross primary productivity (GPP) and evapotranspiration (ET), in coastal wetlands. These processes are critical components of the ecosystem carbon and water cycles. Our approach involved a comparative analysis of simulations from the Soil Canopy Observation, Photochemistry and Energy Fluxes (SCOPE) model with field measurements. The results showed that: (1) simulations of SIF760 improved following observation-based calibration of the fluorescence photosynthesis module in the SCOPE model; (2) under optimal moisture and temperature conditions (VPD 1.2–1.4 kPa and temperatures of 20–23 °C for air, soil, and water), the simulations of GPP, ET, and SIF760 were most accurate, although salinity stress reduced performance. GPP simulations tended to overestimate under drought stress but improved at higher air temperatures (30–32 °C); (3) during tidal inundation, the SIF760-GPP relationship weakened while the SIF760-ET strengthened. The range of significant correlations between SIF760, water levels, and temperature narrowed, with both relationships becoming more complex due to salinity stress. These findings suggest that tidal inundation can alleviate temperature stress on photosynthesis and transpiration; however, it also decreases photosynthetic efficiency and alters radiative transfer processes due to elevated salinity and water levels. These factors are critical considerations when using SIF to monitor GPP and ET dynamics in coastal wetlands. This study demonstrated that the tidal dynamics significantly affected the SIF760-GPP and SIF760-ET relationships, underscoring the necessity of incorporating tidal influences in the application of SIF remote sensing for monitoring GPP and ET dynamics. The results of this study not only contribute to a deeper understanding of the mechanisms linking SIF760 with GPP and ET but also provide new insights into the development and refinement of SIF-based remote sensing for carbon quantification in coastal blue-carbon ecosystems on a large-scale domain. Full article
(This article belongs to the Special Issue Remote Sensing of Coastal, Wetland, and Intertidal Zones)
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<p>(<b>a</b>) Locations of the observation tower (red dot) utilized for (<b>b</b>,<b>c</b>) the eddy covariance (EC), bio-meteorology, and solar-induced chlorophyll fluorescence (SIF) measurements, the buoy station (yellow star), and the tide gauge station (orange triangle) that records the occurrence of tidal water flooding from 1 January to 31 December 2019.</p>
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<p>Flow chart of the study methodology. SIF<sub>760</sub>: solar-induced chlorophyll fluorescence at 760 nm; GPP: gross primary productivity; ET: evapotranspiration; F<sub>o</sub>: minimum fluorescence; F<sub>m</sub>: saturated pulsed light for maximum fluorescence; F’<sub>m</sub>: 1200 μmol m<sup>−2</sup> s<sup>−1</sup> flood light for maximum fluorescence in light; F<sub>t</sub>: steady-state fluorescence; NPQ: non-photochemical quenching; T<sub>a</sub>: air temperature; VPD: vapor pressure difference; u: wind speed; p: air pressure; R<sub>li</sub>: broadband incoming shortwave radiation; R<sub>in</sub>: broadband incoming shortwave radiation; TWL: tidewater level; LAI: leaf area index; C<sub>ab</sub>: leaf chlorophyll content.</p>
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<p>Correlation between the observed canopy solar-induced chlorophyll fluorescence at 760 nm (SIF<sub>760 obs</sub>) and the simulated canopy solar-induced chlorophyll fluorescence at 760 nm (SIF<sub>760 sim</sub>) (<b>a1</b>,<b>b1</b>) using the fluorescence parameterization with a default setting, (<b>a2</b>,<b>b2</b>) calibrated with all the measured leaf gas exchange and chlorophyll fluorescence data, and (<b>a3</b>,<b>b3</b>) calibrated with data from June–August and August–November at (<b>a1</b>–<b>a3</b>) half-hourly and (<b>b1</b>–<b>b3</b>) daily time scales.</p>
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<p>Daily variations in the observed and simulated (<b>a</b>) canopy solar-induced chlorophyll fluorescence at 760 nm (SIF<sub>760</sub>), (<b>b</b>) gross primary productivity (GPP), and (<b>c</b>) evapotranspiration (ET) during 2019.</p>
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<p>Relationships between the observed and simulated (with the subscript ‘<sub>sim</sub>’) canopy-level solar-induced chlorophyll fluorescence at 760 nm (SIF<sub>760</sub>) (<b>a1</b>,<b>a2</b>), gross primary productivity (GPP) (<b>b1</b>,<b>b2</b>), and evapotranspiration (ET) (<b>c1</b>,<b>c2</b>), where (<b>a2</b>,<b>b2</b>,<b>c2</b>) represent the vegetation under flooding. The lines represent the lines of best fit for the simulations and observations of SIF<sub>760</sub>, ET and GPP. (The colors represent the development stages of vegetation, with darker shades indicating the early and rapid stage (rapid, from March to May), peak vegetation stage (peak, from June to August), flowering and ripening stage (ripen, from September to November), and wilt vegetation stage (wilt, from December to February), while the grey lines represent the overall data, encompassing each stage.) The corresponding values of the coefficient of determination (R<sup>2</sup>) (bars) and bias (lines) are displayed on the right-hand side (<b>a3</b>,<b>b3</b>,<b>c3</b>). The significance of the correlation is indicated by “**” if the <span class="html-italic">p</span>-value &lt; 0.01. The R<sup>2</sup>, root-mean-square error (RMSE), and bias of each stage are provided in <a href="#app1-remotesensing-16-04636" class="html-app">Table S1</a>.</p>
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<p>Relationships between the observation and simulation (with the subscript ‘<sub>sim</sub>’) of gross primary productivity (GPP) (<b>a1</b>–<b>a3</b>), evapotranspiration (ET) (<b>b1</b>–<b>b3</b>), and solar-induced chlorophyll fluorescence at 760 nm (SIF<sub>760</sub>) (<b>c1</b>–<b>c3</b>) at different VPDs (<b>a1</b>,<b>b1</b>,<b>c1</b>), air temperatures (<b>a2</b>,<b>b2</b>,<b>c2</b>), and soil temperatures (<b>a3</b>,<b>b3</b>,<b>c3</b>). The coefficient of determination (R<sup>2</sup>) (blue bars) and bias (red lines) across various groups are displayed in the inset at the bottom right. The more details of R<sup>2</sup>, bias, and root-mean-square error (RMSE) can be found in <a href="#app1-remotesensing-16-04636" class="html-app">Tables S2 and S3</a>.</p>
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<p>Relationships between the observed (with the subscript ‘<sub>obs</sub>’) and simulated (with the subscript ‘<sub>sim</sub>’) (<b>a1</b>–<b>a3</b>) gross primary productivity (GPP), (<b>b1</b>–<b>b3</b>) evapotranspiration (ET), (<b>c1</b>–<b>c3</b>) solar-induced chlorophyll fluorescence (SIF<sub>760</sub>) at different (<b>a1</b>,<b>b1</b>,<b>c1</b>) VPDs, (<b>a2</b>,<b>b2</b>,<b>c2</b>) air temperatures, and (<b>a3</b>,<b>b3</b>,<b>c3</b>) soil temperatures under tidal flooding. The coefficient of determination (R<sup>2</sup>) (blue bars) and bias (red lines) across various groups are displayed in the inset at the bottom right. More details on R<sup>2</sup>, bias, and root-mean-square error (RMSE) can be found in <a href="#app1-remotesensing-16-04636" class="html-app">Tables S2 and S3</a>.</p>
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<p>Relationships between the observed (with the subscript ‘<sub>obs</sub>’) and simulated (with the subscript ‘<sub>sim</sub>’) (<b>a1</b>,<b>a2</b>) gross primary productivity (GPP), (<b>b1</b>,<b>b2</b>) evapotranspiration (ET), (<b>c1</b>,<b>c2</b>) solar-induced chlorophyll fluorescence (SIF<sub>760</sub>) at different (<b>a1</b>,<b>b1</b>,<b>c1</b>) water temperatures, and (<b>a2</b>,<b>b2</b>,<b>c2</b>) salinities under tidal flooding. The coefficient of determination (R<sup>2</sup>) (blue bars) and bias (red lines) across various groups are displayed in the inset at the bottom right. More details of R<sup>2</sup>, bias, and root-mean-square error (RMSE) can be found in <a href="#app1-remotesensing-16-04636" class="html-app">Tables S2 and S3</a>.</p>
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<p>Relationships between the observed solar-induced chlorophyll fluorescence (SIF<sub>760 obs</sub>) and the observed gross primary productivity (GPP<sub>obs</sub>) (<math display="inline"><semantics> <mrow> <mi>y</mi> <mo>=</mo> <mi>a</mi> <mo>·</mo> <msup> <mrow> <mi>x</mi> </mrow> <mrow> <mi>b</mi> </mrow> </msup> </mrow> </semantics></math>) at different (<b>a1</b>) VPDs, (<b>a2</b>) air temperatures, and (<b>a3</b>) soil temperatures, as well as relationships between the observed solar-induced chlorophyll fluorescence (SIF<sub>760 obs</sub>) and the observed evapotranspiration (ET<sub>obs</sub>) <math display="inline"><semantics> <mrow> <mo>(</mo> <mi>y</mi> <mo>=</mo> <mi>a</mi> <mo>·</mo> <mi>x</mi> <mo>+</mo> <mi>b</mi> <mo>)</mo> </mrow> </semantics></math> at different (<b>b1</b>) VPDs, (<b>b2</b>) air temperatures, and (<b>b3</b>) soil temperatures. The coefficient of determination (R<sup>2</sup>) (bars) and coefficient b (lines) across various groups are displayed in the inset at the bottom right. More details of R<sup>2</sup>, coefficient a, and coefficient b are shown in <a href="#app1-remotesensing-16-04636" class="html-app">Tables S4 and S5</a>. Significance of the correlation is indicated by ‘**’ if the <span class="html-italic">p</span>-value &lt; 0.01.</p>
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<p>Relationships between the observed solar-induced chlorophyll fluorescence (SIF<sub>760 obs</sub>) and the observed gross primary productivity (GPP<sub>obs</sub>) (<math display="inline"><semantics> <mrow> <mi>y</mi> <mo>=</mo> <mi>a</mi> <mo>·</mo> <msup> <mrow> <mi>x</mi> </mrow> <mrow> <mi>b</mi> </mrow> </msup> </mrow> </semantics></math>) at different (<b>a1</b>) VPDs, (<b>a2</b>) air temperatures, and (<b>a3</b>) soil temperatures under tidal flooding, as well as relationships between the observed solar-induced chlorophyll fluorescence (SIF<sub>760 obs</sub>) and the observed evapotranspiration (ET<sub>obs</sub>) <math display="inline"><semantics> <mrow> <mo>(</mo> <mi>y</mi> <mo>=</mo> <mi>a</mi> <mo>·</mo> <mi>x</mi> <mo>+</mo> <mi>b</mi> <mo>)</mo> </mrow> </semantics></math> at different (<b>b1</b>) VPDs, (<b>b2</b>) air temperatures, and (<b>b3</b>) soil temperatures. The coefficient of determination (R<sup>2</sup>) (bars) and coefficient b (lines) across various groups are displayed in the inset at the bottom right. More details of R<sup>2</sup>, coefficient a, and coefficient b are provided in <a href="#app1-remotesensing-16-04636" class="html-app">Tables S4 and S5</a>. The significance of the correlation is indicated with ‘**’ if the <span class="html-italic">p</span>-value &lt; 0.01.</p>
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<p>Relationships between the observed solar-induced chlorophyll fluorescence (SIF<sub>760 obs</sub>) and the observed gross primary productivity (GPP<sub>obs</sub>) (<math display="inline"><semantics> <mrow> <mi>y</mi> <mo>=</mo> <mi>a</mi> <mo>·</mo> <msup> <mrow> <mi>x</mi> </mrow> <mrow> <mi>b</mi> </mrow> </msup> </mrow> </semantics></math>) at different (<b>a1</b>) water temperatures and (<b>a2</b>) salinities under tidal flooding, as well as relationships between the observed solar-induced chlorophyll fluorescence (SIF<sub>760 obs</sub>) and the observed evapotranspiration (ET<sub>obs</sub>) <math display="inline"><semantics> <mrow> <mo>(</mo> <mi>y</mi> <mo>=</mo> <mi>a</mi> <mo>·</mo> <mi>x</mi> <mo>+</mo> <mi>b</mi> <mo>)</mo> </mrow> </semantics></math> at different (<b>b1</b>) water temperatures and (<b>b2</b>) salinities. The coefficient of determination (R<sup>2</sup>) (bars) and coefficient b (lines) across various groups are displayed in the inset at the bottom right. More details of R<sup>2</sup>, coefficient a, and coefficient b are provided in <a href="#app1-remotesensing-16-04636" class="html-app">Tables S4 and S5</a>. The significance of the correlation is indicated by ‘**’ if the <span class="html-italic">p</span>-value &lt; 0.01.</p>
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<p>Variations in half-hourly (<b>a</b>) VPD, (<b>b</b>) salinity, (<b>c</b>) tide height, and (<b>d</b>) air, water, and soil temperatures during 2019.</p>
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36 pages, 28452 KiB  
Article
Assessing Geometric and Radiometric Accuracy of DJI P4 MS Imagery Processed with Agisoft Metashape for Shrubland Mapping
by Tiago van der Worp da Silva, Luísa Gomes Pereira and Bruna R. F. Oliveira
Remote Sens. 2024, 16(24), 4633; https://doi.org/10.3390/rs16244633 - 11 Dec 2024
Viewed by 236
Abstract
The rise in inexpensive Unmanned Aerial Systems (UAS) and accessible processing software offers several advantages in forest ecosystem monitoring and management. The increase in usability of such tools can result in the simplification of workflows, potentially impacting the quality of the generated data. [...] Read more.
The rise in inexpensive Unmanned Aerial Systems (UAS) and accessible processing software offers several advantages in forest ecosystem monitoring and management. The increase in usability of such tools can result in the simplification of workflows, potentially impacting the quality of the generated data. This study offers insights into the precision and reliability of the DJI Phantom 4 Multispectral (P4MS) UAS for mapping shrublands using the Agisoft Metashape (AM) for image processing. Geometric accuracy was evaluated using ground control points (GCPs) and different configurations. The best configuration was then used to produce orthomosaics. Subsequently, the orthomosaics were transformed into reflectance orthomosaics using various radiometric correction methods. These methods were further assessed using reference panels. The method producing the most accurate reflectance values was then chosen to create the final reflectance and Normalised Difference Vegetation Index (NDVI) maps. Radiometric accuracy was assessed through a multi-step process. Initially, precision was measured by comparing reflectance orthomosaics and NDVI derived from images taken on consecutive days. Finally, reliability was evaluated by comparing the NDVI with NDVI from a reference camera, the MicaSense Altum AL0, produced with images acquired on the same days. The results demonstrate that the P4MS is both precise and reliable for shrubland mapping. Reflectance maps and NDVI generated in AM exhibit acceptable geometric and radiometric accuracy when geometric calibration is performed with at least one GCP and radiometric calibration utilises images of reflectance panels captured at flight height, without relying on incident light sensor (ILS) data. Full article
(This article belongs to the Section Forest Remote Sensing)
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<p>Study area location with distribution of the ground control points (GCPs) and verification points (VPs).</p>
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<p>(<b>a</b>) Study area vegetation, picture by B.R.F. Oliveira in February 2023 and (<b>b</b>) Digital terrain model of the surveyed area.</p>
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<p>Flight paths of the DJI P4 MS. The yellow lines represent the sun ray’s direction at 13 h and 14 h on 10 November 2022.</p>
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<p>Wind speed and direction during flight on the (<b>a</b>) 10 and (<b>b</b>) 11 November.</p>
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<p>Net radiation at 2 m height between 10 November 2022 00:00 UTC and 12 November 2022 00:00 UTC.</p>
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<p>Ground control/verification point.</p>
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<p>Reflectance panels: (<b>a</b>) MicaSense RP04-1918154-OB (size: 15 cm × 15 cm) and (<b>b</b>) high-end Labsphere Spectralon<sup>®</sup> diffuse reflectance panel (size: 50 cm × 50 cm).</p>
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<p>Distribution of radiometric validation control points along the study area.</p>
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<p>(<b>a1</b>) DJI Matrice 300 RTK UAS; (<b>b1</b>) DJI P4 Multispectral RTK UAS; (<b>a2</b>) incident light sensor highlighted in red from (<b>a1</b>); and (<b>b2</b>) incident light sensor highlighted in red from (<b>b1</b>).</p>
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<p>(<b>a1</b>) DJI Matrice 300 RTK UAS; (<b>b1</b>) DJI P4 Multispectral RTK UAS; (<b>a2</b>) incident light sensor highlighted in red from (<b>a1</b>); and (<b>b2</b>) incident light sensor highlighted in red from (<b>b1</b>).</p>
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<p>Main phases of the methodology.</p>
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<p>Methodology’s Phase 1.</p>
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<p>Methodology’s Phase 2.</p>
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<p>P4MS mean reflectance values of each four panels from the orthomosaics produced with different radiometric calibration methods. Letter (<b>a</b>) refers to the flight on 10 November 2022 and letter (<b>b</b>) to the flight on 11 November 2022. The number (<b>1</b>) refers to the radiometric correction with P_1, (<b>2</b>) to the radiometric correction with the ILS, and (<b>3</b>) to the radiometric correction with both P_1 and ILS.</p>
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<p>Altum mean reflectance values of each four panels from the orthomosaics produced with different radiometric calibration methods. Letter (<b>a</b>) refers to the flight on 10 November 2022 and letter (<b>b</b>) to the flight on 11 November 2022. The number (<b>1</b>) refers to the radiometric correction with P_1, (<b>2</b>) to the radiometric correction with the ILS, and (<b>3</b>) to the radiometric correction with both P_1 and ILS.</p>
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<p>The mean of the differences, <math display="inline"><semantics> <mrow> <msubsup> <mrow> <mi>m</mi> <mi>d</mi> </mrow> <mrow> <mi>s</mi> </mrow> <mrow> <mi>C</mi> <mi>a</mi> <mi>m</mi> <mi>e</mi> <mi>r</mi> <mi>a</mi> <mo>,</mo> <mi>d</mi> <mi>a</mi> <mi>y</mi> </mrow> </msubsup> </mrow> </semantics></math>, between the mean reflectance values and the corresponding laboratory values according to the radiometric method: (<b>a</b>) with panels, (<b>b</b>) with ILS, and (<b>c</b>) with panels and ILS; the UAS and the flight date.</p>
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<p>Mean of the differences, in %, of the digital numbers (DN) from images acquired by the P4MS (blue colour) and the Altum (orange colour) between the 10 and the 11.</p>
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<p>Reflectance values of each four panels from the orthomosaics produced with radiometric calibration performed with images at flying height. Letter (<b>a</b>) designates flight from November 10 and letter (<b>b</b>) from 11 November; Number (<b>1</b>) P4MS and (<b>2</b>) Altum.</p>
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<p>The <math display="inline"><semantics> <mrow> <msubsup> <mrow> <mi>m</mi> <mi>d</mi> </mrow> <mrow> <mi>s</mi> </mrow> <mrow> <mi>C</mi> <mi>a</mi> <mi>m</mi> <mi>e</mi> <mi>r</mi> <mi>a</mi> <mo>,</mo> <mi>d</mi> <mi>a</mi> <mi>y</mi> </mrow> </msubsup> </mrow> </semantics></math> according to the radiometric calibration using panels only and the images for radiometric correction in-flight per band, UAS, and flight date.</p>
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<p>The mean reflectance values of the four panels in the orthomosaics produced with calibration images at 1 m high and in-flight per band, UAS ((<b>a</b>) P4MS and (<b>b</b>) Altum), and flight date. The four panels’ mean reflectance values measured in the laboratory are also included.</p>
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<p>RMSE values for the differences in reflectance, per band, measured at 120 radiometric validation points in orthomosaics produced using the AM and Pix4Dmapper software. The data correspond to images captured with the Altum camera on days 10 and 11. Additionally, RMSE values for the differences in reflectance between orthomosaics produced with Altum images on days 10 and 11 and the Pix4Dmapper are also presented.</p>
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<p>Frequency distribution of the maps produced with the radiometrically calibrated images acquired with the P4MS camera: reflectance map of the 10 (<b>a</b>); reflectance map of the 11 (<b>b</b>); bands: blue (<b>1</b>), green (<b>2</b>), red (<b>3</b>), red-edge (<b>4</b>) and NIR (<b>5</b>); NDVI (<b>6</b>).</p>
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<p>Relative air humidity from 12:00 until 15:00 h UTC on November 10 (light blue dots) and November 11 (dark blue dots).</p>
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<p>Sample of the image of the differences in reflectance, per band, between the orthomosaics of the P4MS of days 10 and 11. Band: (<b>a</b>) blue, (<b>b</b>) green, (<b>c</b>) red, (<b>d</b>) red-edge, and (<b>e</b>) NIR.</p>
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<p>Image of the differences of the NDVI maps (<b>a</b>) and their frequency distribution (<b>b</b>), produced with the reflectance maps of the P4MS of two consecutive days, 10 and 11.</p>
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<p>Radiometric validation points distribution over the binary classification maps for days 10 (<b>a</b>) and 11 (<b>b</b>) from P4MS. Value “1” represents NDVI above the 0.5 threshold (vigorous vegetation) and “−1” below the 0.5 threshold (others).</p>
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<p>Image of the differences of the NDVI maps (<b>a</b>) and their frequency distribution (<b>b</b>), produced with the orthomosaics of the Altum of two consecutive days, 10 and 11.</p>
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<p>Radiometric validation points distribution over the binary classification maps for days 10 (<b>a</b>) and 11 (<b>b</b>) from Altum. Value “1” represents NDVI above the 0.2 threshold (vigorous vegetation) and “−1” below the 0.2 threshold (others).</p>
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<p>Overlapping percentage of equal category NDVI pixels between the 10 and the 11 for the P4MS and Altum and between the P4MS and Altum on the 10 and 11.</p>
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<p>(<b>a1</b>,<b>a2</b>) NDVI of the P4MS camera for days 10 and 11 and their frequency distribution with the statistics mean, median, and standard deviation. (<b>b1</b>,<b>b2</b>) NDVI of the ALTUM camera for days 10 and 11 and their frequency distribution with the statistics mean, median, and standard deviation. (<b>c1</b>,<b>c2</b>) Images of the differences between the NDVI derived from orthomosaics produced with images of the P4MS and of the ALTUM acquired on days 10 and 11 and the frequency distribution of those differences with the statistics mean, median, and standard deviation.</p>
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<p>Frequency distribution of the orthomosaics with the statistics mean, median, and standard deviation for day 10: (<b>a1</b>) red band of P4MS, (<b>b1</b>) red band of Altum, (<b>a2</b>) NIR band of P4MS, and (<b>b2</b>) NIR band of Altum.</p>
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<p>Frequency distribution of the orthomosaics with the statistics mean, median, and standard deviation for day 11: (<b>a1</b>) red band of P4 MS, (<b>a2</b>) red band of Altum, (<b>b1</b>) NIR band of P4 MS, and (<b>b2</b>) NIR band of Altum.</p>
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<p>Overlapping percentage of equal category NDVI pixels between the P4MS and Altum for 10 and 11.</p>
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10 pages, 2351 KiB  
Article
Rapid Determination of Ti in Quartz Using a Portable/Handheld Laser-Induced Breakdown Spectroscopy (LIBS) Instrumentation: A Case Study on Quartz Veinlets in Hornfels from Italy
by Diego Díaz Pace, Alfredo Caggianelli, Olga De Pascale and Giorgio S. Senesi
Minerals 2024, 14(12), 1257; https://doi.org/10.3390/min14121257 - 11 Dec 2024
Viewed by 225
Abstract
Recent advances in the use of portable/handheld laser-induced breakdown spectroscopy (LIBS) instrumentation have allowed its use directly in the field. In this study, a portable/handheld LIBS demo kit was tested to detect the titanium (Ti) content in some quartz veinlets hosted by hornfels [...] Read more.
Recent advances in the use of portable/handheld laser-induced breakdown spectroscopy (LIBS) instrumentation have allowed its use directly in the field. In this study, a portable/handheld LIBS demo kit was tested to detect the titanium (Ti) content in some quartz veinlets hosted by hornfels collected from the contact aureole of a Pliocene granite from Italy. Results of the present study demonstrate the promising potential of LIBS in the rapid detection of low and very variable Ti contents in quartz, which can be used as a preliminary test for the estimation of the temperature of quartz crystallization in the laboratory. However, to date, the limited availability of matrix-matched calibration samples, the refinement of sampling protocols, as well as the development of suitable algorithms for data processing and spectral analysis still require further investigation. Full article
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<p>The five quartz veinlets analyzed in the various LIBS positions on the hornfels sample collected from the metamorphic contact aureole of the Gavorrano granite.</p>
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<p>Representative pre-processed LIBS spectra acquired from veinlet a at position #1a (<b>a</b>). Enlarged spectral regions of Mg I–II and Si I lines used for plasma characterization (<b>b</b>), and Ti I–II lines used for compositional analysis (<b>c</b>). Selected analytical lines are labeled with an arrow.</p>
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<p>Representative Saha–Boltzmann plot obtained using Mg I–II lines (<a href="#minerals-14-01257-t001" class="html-table">Table 1</a>) for veinlet a at position #1a. The superscript * indicates the modified values for the abscissas and ordinates according to Ref. [<a href="#B11-minerals-14-01257" class="html-bibr">11</a>].</p>
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<p>Temperature (<b>a</b>) and electron density (<b>b</b>) values calculated for the laser-induced plasma along the veinlets analyzed at different positions. The mean values and relative standard deviations (RSD) are shown for each veinlet.</p>
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<p>Net intensities measured for Si I (<b>a</b>) and Ti I (<b>b</b>) along the analyzed veinlets at different positions. The relative standard deviations (RSD) are shown for each veinlet.</p>
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<p>Relative variations (%) of Ti concentration along the analyzed veinlets at different positions.</p>
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22 pages, 5444 KiB  
Article
Pre-Launch Thermal Emissive Band Radiometric Performance for JPSS-3 and -4 VIIRS
by David Moyer, Amit Angal, Jeff McIntire and Xiaoxiong Xiong
Remote Sens. 2024, 16(24), 4630; https://doi.org/10.3390/rs16244630 - 11 Dec 2024
Viewed by 267
Abstract
The Joint Polar Satellite System 3 (JPSS-3) and 4 (JPSS-4) Visible Infrared Imaging Radiometer Suite (VIIRS) are the fourth and fifth in its series of instruments designed to provide high-quality data products for environmental and climate data records. The VIIRS instrument must be [...] Read more.
The Joint Polar Satellite System 3 (JPSS-3) and 4 (JPSS-4) Visible Infrared Imaging Radiometer Suite (VIIRS) are the fourth and fifth in its series of instruments designed to provide high-quality data products for environmental and climate data records. The VIIRS instrument must be calibrated and characterized prior to launch to meet the data product needs. A comprehensive test program was conducted at the Raytheon Technologies facility in 2020 (JPSS-3) and 2023 (JPSS-4) that included extensive functional and environmental testing. The thermal band radiometric pre-launch performance and stability are the focus of this article, which also compares several instrument performance metrics to the design requirements. Brief comparisons with the JPSS-1 and -2 VIIRS instrument performance will also be discussed. Full article
(This article belongs to the Collection The VIIRS Collection: Calibration, Validation, and Application)
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<p>VIIRS internal layout showing the optical elements, FPAs, and calibration target locations.</p>
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<p>VIIRS sector views showing where the EV, SV, and OBCBB view are within the scan.</p>
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<p>The standard deviation of the six thermistors in the on-board blackbody (OBCBB) plotted versus instrument temperature for each JPSS instrument build.</p>
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<p>The JPSS-3 VIIRS offset corrected detector response (<b>a</b>) and the radiance residual in percent (<b>b</b>) are shown versus path difference radiance for the MWIR. The symbols in (<b>a</b>) represent measured data and the lines indicate quadratic fits. The data are from nominal plateau, electronics side A, FPA temperature 80 K averaged over all detectors.</p>
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<p>The JPSS-4 VIIRS offset corrected detector response (<b>a</b>) and the radiance residual in percent (<b>b</b>) are shown versus path difference radiance for the MWIR. The symbols in (<b>a</b>) represent measured data and the lines indicate quadratic fits. The data are from nominal plateau, electronics side A, FPA temperature 80 K averaged over all detectors.</p>
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<p>The JPSS-3 VIIRS offset corrected detector response (<b>a</b>) and the radiance residual in percent (<b>b</b>) are shown versus path difference radiance for the LWIR. The symbols in (<b>a</b>) represent measured data and the lines indicate quadratic fits. The data are from nominal plateau, electronics side A, FPA temperature 80 K averaged over all detectors.</p>
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<p>The JPSS-4 VIIRS offset corrected detector response (<b>a</b>) and the radiance residual in percent (<b>b</b>) are shown versus path difference radiance for the LWIR. The symbols in (<b>a</b>) represent measured data and the lines indicate quadratic fits. The data are from nominal plateau, electronics side A, FPA temperature 80 K averaged over all detectors.</p>
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<p>JPSS-3 VIIRS detector averaged <span class="html-italic">NEdT</span> as a function of scene temperature for the MWIR (<b>top</b>) and LWIR bands (<b>bottom</b>) from nominal plateau, HAM side A, electronics side A, FPA temperature 80 K.</p>
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<p>JPSS-4 VIIRS detector averaged <span class="html-italic">NEdT</span> as a function of scene temperature for the MWIR (<b>top</b>) and LWIR bands (<b>bottom</b>) from nominal plateau, HAM side A, electronics side A, FPA temperature 80 K.</p>
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<p>JPSS-3 VIIRS TEB uniformity metric as a function of scene temperature for the MWIR (<b>top</b>) and LWIR (<b>bottom</b>) bands for nominal TV plateau, HAM side A, electronics side A, FPA temperature 80 K using the worst-case detector. The solid horizontal red line corresponds to the instrument uniformity requirement.</p>
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<p>JPSS-4 VIIRS TEB uniformity metric as a function of scene temperature for the MWIR (<b>top</b>) and LWIR (<b>bottom</b>) bands for nominal TV plateau, HAM side A, electronics side A, FPA temperature 80 K using the worst-case detector. The solid horizontal red line corresponds to the instrument uniformity requirement.</p>
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<p>JPSS-3 VIIRS TEB modeled brightness temperature uncertainty as a function of scene temperature for the MWIR (<b>a</b>) and LWIR bands (<b>b</b>).</p>
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<p>JPSS-4 VIIRS TEB modeled brightness temperature uncertainty as a function of scene temperature for the MWIR (<b>a</b>) and LWIR bands (<b>b</b>).</p>
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26 pages, 19954 KiB  
Article
Guidelines for Nonlinear Finite Element Analysis of Reinforced Concrete Columns with Various Types of Degradation Subjected to Seismic Loading
by Seyed Sasan Khedmatgozar Dolati, Adolfo Matamoros and Wassim Ghannoum
Infrastructures 2024, 9(12), 227; https://doi.org/10.3390/infrastructures9120227 - 10 Dec 2024
Viewed by 449
Abstract
Concrete columns are considered critical elements with respect to the stability of buildings during earthquakes. To improve the accuracy of column damage and collapse risk estimates using numerical simulations, it is important to develop a methodology to quantify the effect of displacement history [...] Read more.
Concrete columns are considered critical elements with respect to the stability of buildings during earthquakes. To improve the accuracy of column damage and collapse risk estimates using numerical simulations, it is important to develop a methodology to quantify the effect of displacement history on column force–deformation modeling parameters. Addressing this knowledge gap systematically and comprehensively through experimentation is difficult due to the prohibitive cost. The primary objective of this study was to develop guidelines to simulate the lateral cyclic behavior and axial collapse of concrete columns with different modes of failure using continuum finite element (FE) models, such that wider parametric studies can be conducted numerically to improve the accuracy of assessment methodologies for critical columns. This study expands on existing FEM research by addressing the complex behavior of columns that experience multiple failure modes, including axial collapse following flexure–shear, shear, and flexure degradation, a topic which has been underexplored in previous works. Nonlinear FE models were constructed and calibrated to experimental tests for 21 columns that sustained flexure, flexure–shear, and shear failures, followed by axial failure, when subjected to cyclic and monotonic lateral displacement protocols. The selected columns represented a range of axial loads, shear stresses, transverse reinforcement ratios, longitudinal reinforcement ratios, and shear span-to-depth ratios. Recommendations on optimal material model parameters obtained from a parametric study are presented. Metrics used for optimization include crack widths, damage in concrete and reinforcement, drift at initiation of axial and lateral strength degradation, and peak lateral strength. The capacities of shear–critical columns calculated with the optimized numerical models are compared with experimental results and standard equations from ASCE 41-17 and ACI 318-19. The optimized finite element models were found to reliably predict peak strength and deformation at the onset of both lateral and axial strength failure, independent of the mode of lateral strength degradation. Also, current standard shear capacity provisions were found to be conservative in most cases, while the FE models estimated shear strength with greater accuracy. Full article
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<p>Test setup by [<a href="#B19-infrastructures-09-00227" class="html-bibr">19</a>], and FEA specimen rendering in ATENA.</p>
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<p>Specimen_1 finite element model. (<b>a</b>) Model macro-elements. (<b>b</b>) Steel plates. (<b>c</b>) Constraint surfaces. (<b>d</b>) Lateral load. (<b>e</b>) Axial load.</p>
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<p>Brick finite elements. Linear and quadratic [<a href="#B34-infrastructures-09-00227" class="html-bibr">34</a>]. (<b>a</b>) Linear: 8 nodes and 8 integration points. (<b>b</b>) Quadratic: 20 nodes and 27 integration points.</p>
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<p>Uniaxial stress–strain law for concrete, adapted from [<a href="#B34-infrastructures-09-00227" class="html-bibr">34</a>].</p>
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<p>Concrete uniaxial compression stress–strain relations. (<b>a</b>) ATENA concrete compression model [<a href="#B34-infrastructures-09-00227" class="html-bibr">34</a>]. (<b>b</b>) Kent–Park model, adapted from [<a href="#B58-infrastructures-09-00227" class="html-bibr">58</a>].</p>
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<p>Tensile behavior of concrete in ATENA. (<b>a</b>) Stages of crack opening [<a href="#B34-infrastructures-09-00227" class="html-bibr">34</a>]. (<b>b</b>) Exponential crack-opening law [<a href="#B59-infrastructures-09-00227" class="html-bibr">59</a>].</p>
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<p>Comparison of unloading factor for SC-2.4-0.2 (SC) (low axial load).</p>
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<p>Comparison of unloading factor for SC-2.4-0.5 (SC) (high axial load).</p>
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<p>Comparison of unloading factor for Specimen_1 (FSC) (low axial load).</p>
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<p>Comparison of unloading factor for Specimen_2 (FSC) (low axial load).</p>
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<p>Comparison of <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>w</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> for 3CLH18 (SC) (low axial load).</p>
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<p>Comparison of <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>w</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> for 3CMH18 (SC) (high axial load).</p>
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<p>Comparison of <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>w</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> for Specimen_1 (FSC) (low axial load).</p>
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<p>Comparison of <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>w</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> for Specimen_2 (FSC) (high axial load).</p>
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<p>Comparison of β for SC-2.4-0.2 (SC) (low axial load).</p>
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<p>Comparison of β for SC-2.4-0.5 (SC) (high axial load).</p>
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<p>Comparison of Beta for Specimen_1 (FSC) (low axial load).</p>
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<p>Comparison of Beta for Specimen_2 (FSC) (high axial load).</p>
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<p>Comparative analysis of responses for two distinct mesh sizes in SC-2.4-0.2 (SC).</p>
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<p>Comparative analysis of responses for two distinct mesh sizes in Specimen_1 (FSC).</p>
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<p>Reinforcement stress–strain relationship using a multi-linear model for reinforcement’s cyclic performance (Menegotto 1973 [<a href="#B63-infrastructures-09-00227" class="html-bibr">63</a>]).</p>
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<p>Effects of bond stress–slip relation on behavior of SC-2.4-0.2. (<b>a</b>) Default vs. proposed bond model. (<b>b</b>) Experiment vs. default bond model. (<b>c</b>) Experiment vs. proposed bond model.</p>
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<p>Modeling parameters versus column properties for SC columns.</p>
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<p>Modeling parameters versus column properties for FC and FSC columns.</p>
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<p>Regression fits for <math display="inline"><semantics> <mrow> <mi>β</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>f</mi> </mrow> <mrow> <mi>u</mi> </mrow> </msub> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>w</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> for FC and FSC columns with respect to errors in drift at axial degradation.</p>
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<p>Regression fits for <math display="inline"><semantics> <mrow> <mi>β</mi> </mrow> </semantics></math>,<math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>f</mi> </mrow> <mrow> <mi>u</mi> </mrow> </msub> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>w</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> for FC and FSC columns with respect to errors in drift at capping point.</p>
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<p>Regression fits for <math display="inline"><semantics> <mrow> <mi>β</mi> </mrow> </semantics></math>,<math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>f</mi> </mrow> <mrow> <mi>u</mi> </mrow> </msub> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>w</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> for SC columns with respect to errors in drift at axial degradation.</p>
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<p>Regression fits for <math display="inline"><semantics> <mrow> <mi>β</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>f</mi> </mrow> <mrow> <mi>u</mi> </mrow> </msub> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>w</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> for SC columns with respect to errors in drift at capping point.</p>
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<p>Simulation versus experiment for Specimen#1 and Specimen#2 (SC).</p>
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<p>Simulation versus experiment for CS60 and CS80 (FSC).</p>
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<p>Simulation versus experiment for CH60 and CH100 (FC).</p>
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<p>Patterns of damage and cracking observed between computational and physical models of SC column at initiation of axial degradation.</p>
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<p>Patterns of damage and cracking observed between computational and physical models for FSC columns at initiation of axial degradation.</p>
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