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17 pages, 8015 KiB  
Article
CFD-DPM Model of Gas–Solid Two-Phase Flow Erosion of Needle Throttle Valve
by Zhihui Zhao, Zhe Wu, Weiqiang Wang, Xingyu Wang, Shengnan Du, Xianlei Chen, Panfeng Li and Yingying Wang
Coatings 2025, 15(2), 248; https://doi.org/10.3390/coatings15020248 - 19 Feb 2025
Abstract
During shale gas field production, wellhead throttle valves are prone to erosion caused by solid particles carried in the gas stream, posing significant safety risks. Existing studies on erosion primarily focus on simple structure like elbows and tees, while research on gas–solid two-phase [...] Read more.
During shale gas field production, wellhead throttle valves are prone to erosion caused by solid particles carried in the gas stream, posing significant safety risks. Existing studies on erosion primarily focus on simple structure like elbows and tees, while research on gas–solid two-phase flow erosion in needle throttle valves remains limited. This paper establishes a numerical model based on the CFD-DPM approach, integrating actual shale gas field production conditions to investigate the erosion behavior of needle throttle valves under varying openings, particle sizes, inlet velocities, and particle mass flow rates. The results show that the valve spool consistently exhibits the highest erosion rate among all components, with the most severe erosion localized at its front end. At a 1/4 opening, particles colliding with the spool exhibit significantly increased frequency and energy when re-entering the upstream pipeline, raising the risk of blockages. Furthermore, when the opening exceeds 2/4, the valve chamber experiences higher erosion rates than the upstream and downstream pipelines. This study provides critical insights for optimizing valve design and maintenance strategies, thereby enhancing service life and ensuring safe shale gas production. Full article
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<p>Valve 3D component diagram.</p>
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<p>Meshing (VOD = 0.5). (<b>a</b>) Features of surface mesh and cross-section of upstream pipeline. (<b>b</b>) Vertical section of spool and chamber.</p>
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<p>Mesh independence validation.</p>
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<p>Comparison of CFD and experimental results.</p>
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<p>Speed field cloud diagram.</p>
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<p>Cloud diagram of particle trajectory and spool erosion rate at different opening degrees.</p>
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<p>The contour diagram of the spool erosion rate under the working condition of VOD = 2/4 and particle size of 200 μm.</p>
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<p>The contour diagrams of the spool erosion rate.</p>
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<p>Diagrams of erosion rate of each valve component under each opening degree and particle size.</p>
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<p>The erosion rate diagram for each part of the valve under different flow rates.</p>
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<p>The erosion rate diagram for each part of the valve under different particle mass flow rates.</p>
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16 pages, 7067 KiB  
Article
Ocean Target Electric Field Signal Analysis and Detection Using LOFAR Based on Basis Pursuit
by Huiwen Hu, Xuepeng Sun, Guocheng Wang and Lintao Liu
J. Mar. Sci. Eng. 2025, 13(2), 387; https://doi.org/10.3390/jmse13020387 - 19 Feb 2025
Abstract
An ocean target electric field signal is an effective approach for analyzing the ocean environment and is widely used for detecting ocean targets, extracting their features, and tracking them. Low-frequency analysis and recording (LOFAR) is a commonly used time–frequency analysis tool that provides [...] Read more.
An ocean target electric field signal is an effective approach for analyzing the ocean environment and is widely used for detecting ocean targets, extracting their features, and tracking them. Low-frequency analysis and recording (LOFAR) is a commonly used time–frequency analysis tool that provides the time–frequency spectrum of a signal; however, its reliance on the Fourier transform (FT) results in a low frequency resolution and signal-to-noise ratio (SNR), which limits its target detection capabilities. To address this problem, we propose a method called low-frequency analysis and recording based on basis pursuit (LOFAR-BP) for analyzing and detecting ocean target electric field signals. LOFAR-BP uses basis pursuit (BP) with the L1 norm for frequency analysis, whereas LOFAR utilizes the FT. We demonstrate that the FT is the L2 norm mathematically. LOFAR-BP generates the time–frequency spectrum in the same way that LOFAR does. By extracting characteristic values from the time–frequency spectrum, targets can be detected using an appropriate threshold. Both simulation and ocean experiments showed that LOFAR-BP effectively enhances target signals and suppresses noise. Compared with LOFAR, LOFAR-BP improved the frequency resolution by 60% in both experiments and increased the SNR by 54.82 dB in the simulation experiment and by 39.59 dB in the ocean experiment. When applied to target detection, LOFAR-BP can detect targets 6 s earlier than LOFAR can. Full article
(This article belongs to the Section Ocean Engineering)
20 pages, 8363 KiB  
Article
Predicting Stress–Strain Curve with Confidence: Balance Between Data Minimization and Uncertainty Quantification by a Dual Bayesian Model
by Tianyi Li, Zhengyuan Chen, Zhen Zhang, Zhenhua Wei, Gan-Ji Zhong, Zhong-Ming Li and Han Liu
Polymers 2025, 17(4), 550; https://doi.org/10.3390/polym17040550 - 19 Feb 2025
Abstract
Driven by polymer processing–property data, machine learning (ML) presents an efficient paradigm in predicting the stress–strain curve. However, it is generally challenged by (i) the deficiency of training data, (ii) the one-to-many issue of processing–property relationship (i.e., aleatoric uncertainty), and (iii) the unawareness [...] Read more.
Driven by polymer processing–property data, machine learning (ML) presents an efficient paradigm in predicting the stress–strain curve. However, it is generally challenged by (i) the deficiency of training data, (ii) the one-to-many issue of processing–property relationship (i.e., aleatoric uncertainty), and (iii) the unawareness of model uncertainty (i.e., epistemic uncertainty). Here, leveraging a Bayesian neural network (BNN) and a recently proposed dual-architected model for curve prediction, we introduce a dual Bayesian model that enables accurate prediction of the stress–strain curve while distinguishing between aleatoric and epistemic uncertainty at each processing condition. The model is trained using a Taguchi array dataset that minimizes the data size while maximizing the representativeness of 27 samples in a 4D processing parameter space, significantly reducing data requirements. By incorporating hidden layers and output-distribution layers, the model quantifies both aleatoric and epistemic uncertainty, aligning with experimental data fluctuations, and provides a 95% confidence interval for stress–strain predictions at each processing condition. Overall, this study establishes an uncertainty-aware framework for curve property prediction with reliable, modest uncertainty at a small data size, thus balancing data minimization and uncertainty quantification. Full article
(This article belongs to the Special Issue Simulation and Calculation of Polymer Composite Materials)
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<p>Schematic of the stress–strain curves illustrating the aleatoric uncertainty associated with polymer specimens prepared under identical injection molding conditions. The three-colored curves represent three separate specimens, highlighting the inherent variability in mechanical behavior, even when processed with the same parameters (i.e., mold temperature <span class="html-italic">T</span><sub>mold</sub>, packing pressure <span class="html-italic">P</span><sub>pack</sub>, injection pressure <span class="html-italic">P</span><sub>inject</sub>, and injection rate <span class="html-italic">R</span><sub>inject</sub>) due to the complex, black box nature of the polymer manufacturing process.</p>
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<p>Dataset visualization of the stress–strain curves at different molding conditions. (<b>a</b>) Selected 27 molding conditions with the Taguchi method. Each condition has four tunable parameters, including mold temperature Tmold, packing pressure Ppack, injection pressure Pinject, and injection rate Rinject. (<b>b</b>) Stress–strain curves of specimens prepared at Tmold = 80 °C, Ppack = 20 MPa, Pinject = 70 MPa, and Rinject = 24.858 cm<sup>3</sup>/s. (<b>c</b>) Stress–strain curves of specimens prepared at Tmold = 20 °C, Ppack = 20 MPa, Pinject = 30 MPa, Rinject = 24.858 cm<sup>3</sup>/s; (<b>d</b>) Schematic illustrating three different stress–strain curve types, including strain softening type, steady flow type, and strain hardening type. The points indicate key curve features, including linear limit point, maximum yielding point, strain softening inflection point, steady flow limit point, and fracture point. (<b>e</b>) Example of curve type distribution at one molding condition. (<b>f</b>) Violin plot of the distribution of standardized curve features at one molding condition.</p>
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<p>Schematic of the dual-distribution neural network (DNN). (<b>a</b>) DNN architecture built to predict the dual-distribution representation of curve variation, including (i) the categorical distribution of curve type and (ii) the approxi-normal distribution of each curve feature, provided by a curve type classifier and a curve feature predictor, respectively. (<b>b</b>) Schematic of the curve feature predictor, which outputs each feature’s aleatoric uncertainty as a normal distribution represented by its mean <span class="html-italic">μ</span> and standard deviation <span class="html-italic">δ</span>. (<b>c</b>) Schematic of the reconstructed stress–strain curve and its aleatoric uncertainty based on the predicted curve type and feature distribution.</p>
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<p>Prediction accuracy of the curve type classifier. (<b>a</b>) Confusion matrix of the training set. The dataset contains 27 molding conditions, wherein 25 conditions are selected as the training set, while the remaining 2 conditions serve as the test set. (<b>b</b>) Stress–strain curves in one test condition. (<b>c</b>) Predicted versus true categorical distribution of curve type in the test condition.</p>
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<p>Prediction accuracy of the curve feature predictor. (<b>a</b>) Predicted versus true mean values for each curve feature, wherein the horizontal and vertical error bars represent the standard deviation of true versus predicted data, respectively. (<b>b</b>) Average calibration plot of observed versus predicted proportion in α-prediction interval for each curve feature, wherein α ranges from 0% to 100% to indicate the data proportion falling within the α-prediction interval.</p>
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<p>Stress–strain curve prediction using the DNN model. (<b>a</b>–<b>c</b>) Schematic illustrating the rules to reconstruct the expected stress–strain curve and its aleatoric uncertainty based on the dual distribution of curve types and features (see text for the details). (<b>d</b>–<b>f</b>) Examples of stress–strain curve prediction at different molding conditions, including (<b>d</b>) Tmold = 80 °C, Ppack = 80 MPa, Pinject = 30 MPa, and Rinject = 58.002 cm<sup>3</sup>/s; (<b>e</b>) Tmold = 50 °C, Ppack = 50 MPa, Pinject = 50 MPa, and Rinject = 58.002 cm<sup>3</sup>/s; and (<b>f</b>) Tmold = 20 °C, Ppack = 80 MPa, Pinject = 30 MPa, and Rinject = 41.43 cm<sup>3</sup>/s, wherein the shadow region represents the curve’s aleatoric uncertainty. Experimental data are also added as a reference. (<b>g</b>–<b>i</b>) Predicted curve type distributions at these molding conditions.</p>
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<p>Schematic illustration of epistemic uncertainty induced by model deviation. The total uncertainty consists of aleatoric uncertainty (data deviation) and epistemic uncertainty (model deviation).</p>
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<p>Uncertainty quantification by dual-distribution Bayesian network (DBN). (<b>a</b>) Schematic illustrating the working principle of a curve-type classifier using a Bayesian neural network (BNN), wherein the weights and biases in BNN neurons are sampled from their independent Gaussian distributions so that the BNN-based classifier is equivalent to multiple classifiers based on artificial neural networks (ANNs) under different settings of weights and biases. By statistical averaging, the mean <span class="html-italic">μ</span> and standard deviation <span class="html-italic">δ</span> of curve type probability are obtained. (<b>b</b>) BNN-based curve feature regressor, wherein the multiple mean <span class="html-italic">μ</span> and standard deviation <span class="html-italic">δ</span> of curve feature distribution are statistically averaged to obtain the expected mean <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>μ</mi> </mrow> <mo stretchy="false">¯</mo> </mover> </mrow> </semantics></math> and aleatoric uncertainty <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>δ</mi> </mrow> <mo stretchy="false">¯</mo> </mover> </mrow> </semantics></math>, and meanwhile, the standard deviation of <span class="html-italic">μ</span> and <span class="html-italic">δ</span> are computed as the epistemic uncertainty <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>δ</mi> </mrow> <mrow> <mi>μ</mi> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>δ</mi> </mrow> <mrow> <mi>δ</mi> </mrow> </msub> <mo>.</mo> </mrow> </semantics></math></p>
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<p>Prediction accuracy of the BNN-based curve type classifier. (<b>a</b>) Confusion matrix of the training set. The BNN-based classifier uses the same training scheme as the DNN model (see <a href="#polymers-17-00550-f004" class="html-fig">Figure 4</a>). (<b>b</b>) Stress–strain curves in one test condition. (<b>c</b>) Predicted versus true categorical distribution of curve type in the test condition. The classifier predicts a mean probability with an error bar provided for each curve feature.</p>
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<p>Prediction accuracy of the BNN-based curve feature predictor. (<b>a</b>) Predicted versus true mean values for each curve feature, wherein the horizontal and vertical error bars represent the variance of true versus predicted data, respectively. The predicted variance is the upper-bound variance computed by Equation (8). (<b>b</b>) Average calibration plot of observed versus predicted proportion in <span class="html-italic">α</span>-prediction interval for each curve feature, wherein <span class="html-italic">α</span> ranges from 0% to 100% to indicate the data proportion falling within the <span class="html-italic">α</span>-prediction interval.</p>
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<p>Reconstruction of the stress–strain curve and its uncertainty using the DBN model. (<b>a</b>) Schematic illustrating the rules to reconstruct the expected stress–strain curve and its aleatoric and epistemic uncertainty based on the mean and variance of multiple dual-distribution outputs (see text for the details). (<b>b</b>–<b>d</b>) Examples of the reconstructed stress–strain curve and its aleatoric and epistemic uncertainty at different molding conditions, including (<b>d</b>) Tmold = 80 °C, Ppack = 80 MPa, Pinject = 30 MPa, and Rinject = 58.002 cm<sup>3</sup>/s; (<b>e</b>) Tmold = 50 °C, Ppack = 50 MPa, Pinject = 50 MPa, and Rinject = 58.002 cm<sup>3</sup>/s; and (<b>f</b>) Tmold = 20 °C, Ppack = 80 MPa, Pinject = 30 MPa, and Rinject = 41.43 cm<sup>3</sup>/s, wherein the shadow regions represent the epistemic uncertainty. Experimental data are also added as a reference. (<b>e</b>–<b>g</b>) Predicted curve type distributions at these molding conditions.</p>
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<p>Maximum uncertainty quantification of stress–strain curve prediction using the DBN model. (<b>a</b>) Schematic illustrating the maximum uncertainty bounds (middle panel) attained by summing up all uncertainty sources (left panel), that is, a variance of <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>δ</mi> </mrow> <mo stretchy="false">¯</mo> </mover> <mo>+</mo> <msub> <mrow> <mi>δ</mi> </mrow> <mrow> <mi>μ</mi> </mrow> </msub> <mo>+</mo> <msub> <mrow> <mi>δ</mi> </mrow> <mrow> <mi>δ</mi> </mrow> </msub> </mrow> </semantics></math> (see Equation (8)) for a normal distribution at a 95% confidence interval. The predicted curve type distribution is provided in the right panel. (<b>b</b>–<b>d</b>) Examples of maximum uncertainty quantification at different molding conditions, including (<b>b</b>) <span class="html-italic">T</span><sub>mold</sub> = 80 °C, <span class="html-italic">P</span><sub>pack</sub> = 20 MPa, <span class="html-italic">P</span><sub>inject</sub> = 50 MPa, and <span class="html-italic">R</span><sub>inject</sub> = 58.002 cm<sup>3</sup>/s and (<b>c</b>) <span class="html-italic">T</span><sub>mold</sub> = 50 °C, <span class="html-italic">P</span><sub>pack</sub> = 20 MPa, <span class="html-italic">P</span><sub>inject</sub> = 70 MPa, and <span class="html-italic">R</span><sub>inject</sub> = 41.43 cm<sup>3</sup>/s and (<b>d</b>) <span class="html-italic">T</span><sub>mold</sub> = 20 °C, <span class="html-italic">P</span><sub>pack</sub> = 50 MPa, <span class="html-italic">P</span><sub>inject</sub> = 70 MPa, and <span class="html-italic">R</span><sub>inject</sub> = 41.43 cm<sup>3</sup>/s.</p>
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24 pages, 4908 KiB  
Article
Tensor-Based Uniform and Discrete Multi-View Projection Clustering
by Linlin Ma, Haomin Li, Wenke Zang, Xincheng Liu and Minghe Sun
Electronics 2025, 14(4), 817; https://doi.org/10.3390/electronics14040817 - 19 Feb 2025
Abstract
Multi-view graph clustering (MVGC) utilizes affinity graphs to efficiently obtain information between views. Although various excellent MVGC methods have been proposed, they still have many limitations. To surmount these limitations, this work develops a novel tensor-based unified and discrete multi-view projection clustering (TUDMPC) [...] Read more.
Multi-view graph clustering (MVGC) utilizes affinity graphs to efficiently obtain information between views. Although various excellent MVGC methods have been proposed, they still have many limitations. To surmount these limitations, this work develops a novel tensor-based unified and discrete multi-view projection clustering (TUDMPC) approach. Specifically, TUDMPC uses projection and the L2,1-norm for feature selection to reduce the effects of redundancy and noise. Meanwhile, the differences among similar graphs are minimized through the tensor kernel norm to better leverage information across views and capture high-order correlations. In addition, the rank constraint is applied to keep the affinity graphs with a discrete cluster structure, and the clustering results are obtained directly in a unified joint framework. Finally, an efficient optimization algorithm is proposed to obtain the clustering results. Experiments are conducted to compare the clustering results of TUDMPC with seven baseline methods. The results show that TUDMPC outperforms the existing methods. Full article
(This article belongs to the Special Issue Emerging Distributed/Parallel Computing Systems)
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<p>Flowchart of the TUDMPC algorithm.</p>
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<p>Visualization of the affinity matrices of the MSRC_v1 dataset. (<b>a</b>) SC. (<b>b</b>) MCGC. (<b>c</b>) MVGL. (<b>d</b>) GMC. (<b>e</b>) SFMC. (<b>f</b>) TUDMPC.</p>
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<p>Visualization of the affinity matrices of the NGs dataset. (<b>a</b>) SC. (<b>b</b>) MCGC. (<b>c</b>) MVGL. (<b>d</b>) GMC. (<b>e</b>) SFMC. (<b>f</b>) TUDMPC.</p>
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<p>Visualization of the affinity matrices of the 100leaves dataset. (<b>a</b>) SC. (<b>b</b>) MCGC. (<b>c</b>) MVGL. (<b>d</b>) GMC. (<b>e</b>) SFMC. (<b>f</b>) TUDMPC.</p>
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<p>Visualization of the HW2sources dataset. (<b>a</b>) SC. (<b>b</b>) Co-regMSC. (<b>c</b>) AWP. (<b>d</b>) MCGC. (<b>e</b>) MVGL. (<b>f</b>) TUDMPC.</p>
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<p>Visualization of the MSRC_v1 dataset. (<b>a</b>) SC. (<b>b</b>) Co-regMSC. (<b>c</b>) AWP. (<b>d</b>) MCGC. (<b>e</b>) MVGL. (<b>f</b>) TUDMPC.</p>
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<p>Some face images from the ORL dataset (10 × 10).</p>
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<p>Some handwritten digital images from the HW dataset (10 × 50).</p>
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<p>Some face image recognition results of TUDMPC on the ORL dataset (10 × 10).</p>
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<p>Some handwritten digital image recognition results of TUDMPC on the HW dataset (10 × 50).</p>
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<p>Results of the ablation experiments on the 100leaves dataset.</p>
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<p>Convergence on some datasets. (<b>a</b>) MRSC_v1. (<b>b</b>) HW2source. (<b>c</b>) ORL. (<b>d</b>) 100leaves.</p>
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<p>Sensitivity analysis on different datasets as parameters <math display="inline"><semantics> <mi>α</mi> </semantics></math> and <span class="html-italic">k</span> change. (<b>a</b>) MSRC_v1. (<b>b</b>) HW2sources. (<b>c</b>) 100leaves. (<b>d</b>) NGs. (<b>e</b>) ORL.</p>
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<p>Results of the Nemenyi Test. (<b>a</b>) ACC. (<b>b</b>) NMI. (<b>c</b>) Purity.</p>
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23 pages, 32809 KiB  
Article
Synergistic Effect of Microbial-Induced Carbonate Precipitation Modified with Hydroxypropyl Methylcellulose on Improving Loess Disintegration and Seepage Resistance
by Xingyu Wang and Hong Sun
Polymers 2025, 17(4), 548; https://doi.org/10.3390/polym17040548 - 19 Feb 2025
Abstract
Microbial-induced carbonate precipitation (MICP) is an eco-friendly soil stabilization technique. This study explores the synergistic effects of incorporating hydroxypropyl methylcellulose (HPMC) into the MICP process to enhance the disintegration and seepage resistance of loess. A series of disintegration, seepage, scanning electron microscopy (SEM), [...] Read more.
Microbial-induced carbonate precipitation (MICP) is an eco-friendly soil stabilization technique. This study explores the synergistic effects of incorporating hydroxypropyl methylcellulose (HPMC) into the MICP process to enhance the disintegration and seepage resistance of loess. A series of disintegration, seepage, scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP) tests were conducted. The results show that HPMC forms protective membranes around calcium carbonate crystals produced by MICP and soil aggregates, which enhance cementation, reduce soluble salt dissolution, promote soil particle aggregation, and seal pore structures. At the optimal 0.4% HPMC dosage, the maximum accumulative disintegration percentage and the disintegration velocity decreased to zero. Additionally, HPMC-modified MICP reduced the amount, size, and flow velocity of seepage channels in loess. The integration of MICP with HPMC provides an efficient and sustainable solution for mitigating loess disintegration and seepage issues. Full article
(This article belongs to the Special Issue Structure, Characterization and Application of Bio-Based Polymers)
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Figure 1
<p>Composition of SX loess and HPMC: (<b>a</b>) grain size distribution of SX loess; (<b>b</b>) mineral composition of SX loess; (<b>c</b>) appearance and chemical composition of HPMC.</p>
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<p>Composition of SX loess and HPMC: (<b>a</b>) grain size distribution of SX loess; (<b>b</b>) mineral composition of SX loess; (<b>c</b>) appearance and chemical composition of HPMC.</p>
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<p>Microbial cultivation and specimen preparation: (<b>a</b>) Microbial inoculation and expansion cultivation; (<b>b</b>) Mixing and compression molding; (<b>c</b>) MICP treatment of specimens.</p>
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<p>Schematic diagram of the disintegration test setup and data acquisition system.</p>
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<p>Schematic diagram of the seepage test setup.</p>
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<p>Photographs of loess disintegration process within the first 3 min: (<b>a</b>–<b>f</b>) Untreated, MICP-treated, MICP + 0.1%, 0.2%, 0.4%, and 0.6% HPMC-treated specimens, respectively.</p>
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<p>Disintegration process of untreated specimen.</p>
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<p>Measured mass versus time for different specimens in the disintegration tests.</p>
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<p>Data processing (the upper part) and disintegration velocity curves (the lower part).</p>
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<p>Accumulative percentage disintegration curves in the first 6 min.</p>
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<p>Disintegration process of the disintegration resistance group in 1 h: (<b>a</b>) measured mass change curves; (<b>b</b>) accumulative disintegration percentage curves.</p>
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<p>Photographs of disintegration degree and bubble distribution of different specimens after 1 h immersion in water: (<b>a</b>–<b>f</b>) Untreated, MICP-treated, MICP + 0.1%, 0.2%, 0.4%, and 0.6% HPMC-treated specimens, respectively.</p>
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<p>Erosion water mass, erosion velocity, and erosion time of different specimens at water absorption stage (II).</p>
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<p>Variation in electrical conductivity (<b>a</b>) and pH (<b>b</b>) with time of different specimens.</p>
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<p>Changes in color and water distribution of filter papers under different specimens in the seepage test: (<b>a</b>–<b>f</b>) Untreated, MICP treated, MICP + 0.1%, 0.2%, 0.4% and 0.6% HPMC treated specimens, respectively.</p>
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<p>Starting time and total wetting duration of filter papers for specimens treated by different methods.</p>
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<p>Ink accumulation on the top of specimens at the moment of exactly fully wetting of the filter paper: (<b>a</b>) Untreated; (<b>b</b>) MICP + 0.4% HPMC; (<b>c</b>) MICP + 0.6% HPMC.</p>
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<p>Macrostructural characterization of the remaining matrix surface for specimens in the disintegration resistance group (specimens treated by MICP + 0.2%, 0.4%, and 0.6% HPMC, respectively): (<b>a</b>–<b>c</b>) macrostructural photographs; (<b>d</b>–<b>f</b>) pore identification by binary processing; (<b>g</b>–<b>i</b>) porosity, pore number, and fractal dimension of pore size distribution.</p>
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<p>The SEM images of loess treated by different methods: (<b>a</b>) untreated loess; (<b>b</b>) MICP-treated loess; (<b>c</b>) MICP +0.4% HPMC-treated loess; (<b>d</b>) MICP +0.6% HPMC-treated loess.</p>
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<p>The quantitative microscopic results of loess treated by different methods from MIP tests: (<b>a</b>) Pore size distribution curves; (<b>b</b>) Tortuosity factor; (<b>c</b>) The relationship between the surface energy to the <span class="html-italic">n</span>th mercury intrusion <span class="html-italic">W<sub>n</sub></span> and the <span class="html-italic">n</span>th mercury intrusion increment <span class="html-italic">Q<sub>n</sub></span>; (<b>d</b>) surface fractal dimension.</p>
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<p>Seepage characteristics and micro-mechanisms of loess treated with HPMC-modified MICP: (<b>a</b>–<b>d</b>) typical SEM images of the local detail structures; (<b>e</b>–<b>h</b>) schematic diagram of flow characteristics and surface ink accumulation; (<b>i</b>–<b>l</b>) schematic diagram of water marks; (<b>m</b>–<b>p</b>) photographs of filter papers in seepage tests.</p>
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28 pages, 284 KiB  
Article
Polar Plasticity: Impact of COVID-19 on the US Polar Research Community
by Stephanie Pfirman and Monica Gaughan
Sustainability 2025, 17(4), 1737; https://doi.org/10.3390/su17041737 - 19 Feb 2025
Abstract
Polar research was especially affected by the COVID-19 pandemic because of its reliance on travel for remote fieldwork, large-scale scientific infrastructure, ecologically stressed environments, and elevated health risks to remote communities. In this study, we seek to understand how the polar science community [...] Read more.
Polar research was especially affected by the COVID-19 pandemic because of its reliance on travel for remote fieldwork, large-scale scientific infrastructure, ecologically stressed environments, and elevated health risks to remote communities. In this study, we seek to understand how the polar science community responded to these challenges. Our data employ formal documentary evidence from the U.S. National Science Foundation Office of Polar Programs (OPP) and semi-structured interviews with 21 academic polar scientists based in the United States. Combining on-the-ground experiences with real-time responses from a leading federal funding agency reveals impacts and highlights opportunities to support polar research and researchers in the coming years. Polar researchers and OPP were often able to respond to challenges plastically: increasing support for community engagement and onsite staffing, switching methods, pivoting to archival work, or building new theoretical or experimental capacity. That said, pandemic disruptions brought known problems in the field to the fore, such as the investments in time and other resources needed for knowledge co-production and fieldwork. Individual and policy-level strategies to address those problems point the way toward sustainable polar science, including recognition of the multiple methodologies and people needed for successful work; incorporation of technologies that enhance scientific capacity while expanding access and inclusion; and attention to career development, especially for early-career and community collaborators. Full article
20 pages, 7061 KiB  
Article
Research on High-Resolution Modeling of Satellite-Derived Marine Environmental Parameters Based on Adaptive Global Attention
by Ruochu Cui, Liwen Ma, Yaning Hu, Jiaji Wu and Haiying Li
Remote Sens. 2025, 17(4), 709; https://doi.org/10.3390/rs17040709 - 19 Feb 2025
Abstract
The analysis of marine environmental parameters plays an important role in areas such as sea surface simulation modeling, analysis of sea clutter characteristics, and environmental monitoring. However, ocean observation remote sensing satellites typically deliver large volumes of data with limited spatial resolution, which [...] Read more.
The analysis of marine environmental parameters plays an important role in areas such as sea surface simulation modeling, analysis of sea clutter characteristics, and environmental monitoring. However, ocean observation remote sensing satellites typically deliver large volumes of data with limited spatial resolution, which often does not meet the precision requirements of practical applications. To overcome challenges in constructing high-resolution marine environmental parameters, this study conducts a systematic comparison of various interpolation techniques and deep learning models, aiming to develop a highly effective and efficient model optimized for enhancing the resolution of marine applications. Specifically, we incorporated adaptive global attention (AGA) mechanisms and a spatial gating unit (SGU) into the model. The AGA mechanism dynamically adjusts the weights of different regions in feature maps, enabling the model to focus more on critical spatial features and channel features. The SGU optimizes the utilization of spatial information by controlling the information transmission pathways. The experimental results indicate that for four types of marine environmental parameters from ERA5, our model achieves an overall PSNR of 44.0705, an SSIM of 0.9947, and an MAE of 0.2606 when the resolution is increased by a upscale factor of 2, as well as an overall PSNR of 35.5215, an SSIM of 0.9732, and an MAE of 0.8330 when the resolution is increased by an upscale factor of 4. These experiments demonstrate the model’s effectiveness in enhancing the spatial resolution of satellite-derived marine environmental parameters and its ability to be applied to any marine region, providing data support for many subsequent oceanic studies. Full article
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<p>The workflow of proposed model for marine environmental parameters reconstruction.</p>
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<p>The overall architecture of proposed model for marine environmental parameters reconstruction.</p>
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<p>A detailed schematic of the spatial gating unit.</p>
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<p>A detailed schematic of the residual group with the spatial gating unit.</p>
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<p>A detailed schematic of the adaptive global attention mechanism.</p>
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<p>Reconstruction error of marine environmental parameters at an upscale factor of 4. The greater the deviation of the data points from the line <math display="inline"><semantics> <mrow> <mi>Y</mi> <mo>=</mo> <mi>X</mi> </mrow> </semantics></math> is, the larger the corresponding error.</p>
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<p>Reconstructed marine environmental parameters at 00:00 on 1 December 2021. From top to bottom are MWD, MWP, SWH, WS. From left to right are HR data, Reconstructed data, LR data. LR obtained via bicubic downsampling at a factor of 4. (<b>a</b>) Reconstructed results of MWD at 00:00 on 1 December 2021. From left to right are HR data, Reconstructed data, LR data. (<b>b</b>) Reconstructed results of MWP at 00:00 on 1 December 2021. From left to right are HR data, Reconstructed data, LR data. (<b>c</b>) Reconstructed results of SWH at 00:00 on 1 December 2021. From left to right are HR data, Reconstructed data, LR data. (<b>d</b>) Reconstructed results of WS at 00:00 on 1 December 2021. From left to right are HR data, Reconstructed data, LR data.</p>
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<p>Reconstructed marine environmental parameters at 00:00 on 1 December 2021. From top to bottom are MWD, MWP, SWH, WS. From left to right are HR data, Reconstructed data, LR data. LR obtained via bicubic downsampling at a factor of 4. (<b>a</b>) Reconstructed results of MWD at 00:00 on 1 December 2021. From left to right are HR data, Reconstructed data, LR data. (<b>b</b>) Reconstructed results of MWP at 00:00 on 1 December 2021. From left to right are HR data, Reconstructed data, LR data. (<b>c</b>) Reconstructed results of SWH at 00:00 on 1 December 2021. From left to right are HR data, Reconstructed data, LR data. (<b>d</b>) Reconstructed results of WS at 00:00 on 1 December 2021. From left to right are HR data, Reconstructed data, LR data.</p>
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<p>Visualization of the reconstructed WS data using different methods at an upscale factor of 2. From left to right and top to bottom: (<b>a</b>) HR data, (<b>b</b>) Bicubic, (<b>c</b>) HYN Model, (<b>d</b>) ATD-Light, (<b>e</b>) CAMixerSR, (<b>f</b>) RRDB, (<b>g</b>) ESRGAN, (<b>h</b>) SwinIR-Light, (<b>i</b>) EDSR, (<b>j</b>) RCAN, (<b>k</b>) Ours. The LR data were obtained from the HR data through bicubic downsampling.</p>
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<p>Visualization of the reconstructed WS data using different methods at an upscale factor of 4. From left to right and top to bottom: (<b>a</b>) HR data, (<b>b</b>) Bicubic, (<b>c</b>) HYN Model, (<b>d</b>) ATD-Light, (<b>e</b>) CAMixerSR, (<b>f</b>) RRDB, (<b>g</b>) ESRGAN, (<b>h</b>) SwinIR-Light, (<b>i</b>) EDSR, (<b>j</b>) RCAN, (<b>k</b>) Ours. The LR data were obtained from the HR data through bicubic downsampling.</p>
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<p>Visualization of the reconstructed WS during a typhoon event. From left to right and top to bottom: (<b>a</b>) HR data, (<b>b</b>) LR data, (<b>c</b>) Bicubic, (<b>d</b>) HYN Model, (<b>e</b>) ATD-Light, (<b>f</b>) CAMixerSR, (<b>g</b>) RRDB, (<b>h</b>) ESRGAN, (<b>i</b>) SwinIR-Light, (<b>j</b>) EDSR, (<b>k</b>) RCAN, (<b>l</b>) Ours. LR data obtained via bicubic downsampling at a factor of 4.</p>
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<p>Visualization of the reconstructed WS during a typhoon event. From left to right and top to bottom: (<b>a</b>) HR data, (<b>b</b>) LR data, (<b>c</b>) Bicubic, (<b>d</b>) HYN Model, (<b>e</b>) ATD-Light, (<b>f</b>) CAMixerSR, (<b>g</b>) RRDB, (<b>h</b>) ESRGAN, (<b>i</b>) SwinIR-Light, (<b>j</b>) EDSR, (<b>k</b>) RCAN, (<b>l</b>) Ours. LR data obtained via bicubic downsampling at a factor of 4.</p>
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<p>Reconstruction error of MWD at 00:00 on 1 December 2021 (<b>a</b>) HR data, (<b>b</b>) MAE of Reconstruction. LR obtained via bicubic downsampling at a factor of 4.</p>
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15 pages, 3996 KiB  
Article
Methyltransferase HsdM Regulates the Pathogenicity of Streptococcus agalactiae to Nile Tilapia (Oreochromis niloticus)
by Dongdong Jiang, Bei Wang, Yan Ren, Xubing Mo, Meiling Yu and Defeng Zhang
Fishes 2025, 10(2), 86; https://doi.org/10.3390/fishes10020086 - 19 Feb 2025
Abstract
DNA methylation is a critical mechanism for regulating gene expression in bacteria and plays an essential role in bacterial pathogenesis. A mutant, WC1535ΔhsdM, lacking hsdM encoding a DNA methyltransferase was constructed using homologous recombination technology. The growth, hemolytic activity, and capsule [...] Read more.
DNA methylation is a critical mechanism for regulating gene expression in bacteria and plays an essential role in bacterial pathogenesis. A mutant, WC1535ΔhsdM, lacking hsdM encoding a DNA methyltransferase was constructed using homologous recombination technology. The growth, hemolytic activity, and capsule formation of the mutant were analyzed. The dynamic distribution of the wild-type (WT) and mutant strains in tilapia tissues after artificial infection was determined. The adhesion, invasion, anti-phagocytic, and whole-blood survival abilities of the WT and mutant strains were analyzed. Tilapia were intraperitoneally injected with the WT or mutant strains, and the LD50 values were determined. The expression levels of the immune-related genes in tilapia were analyzed by qRT-PCR. The mutant showed faster growth during the logarithmic growth period (5~10 h) and lower hemolytic activity than the WT strain. Mutant loads in tilapia tissues were significantly lower than those of the WT strain. Mutant strain adhesion to epithelial cells was significantly reduced, it was more easily engulfed by macrophages, and it had decreased intracellular survival. The LD50 of the mutant was 2.06 times higher than that of the WT strain, indicating decreased pathogenicity. Expression levels of immune-related genes IL-1β, IL-6, IFN-γ, and TNF-α in tilapia induced by the mutant were lower than those by the WT strain. In conclusion, the WC1535ΔhsdM mutant exhibited an increased growth rate and decreased hemolytic activity, tissue colonization, and pathogenicity, indicating that HsdM could regulate S. agalactiae growth and pathogenicity. This study provides new insights into the pathogenesis of piscine S. agalactiae. Full article
(This article belongs to the Special Issue Prevention and Control of Aquatic Animal Diseases)
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<p>Detection of PCR products of WC1535Δ<span class="html-italic">hsdM</span> by gel electrophoresis. (<b>A</b>) Gel electrophoresis of double-exchange PCR productions. M: DL5000 marker; 1–12: mutant WC1535Δ<span class="html-italic">hsdM</span>; NC: negative control. (<b>B</b>) Gel electrophoresis of PCR products of the <span class="html-italic">hsdM</span> gene in mutant WC1535Δ<span class="html-italic">hsdM</span> and wild-type WC1535. M: DL5000 marker; 1: wild-type strain WC1535; 2: mutant WC1535Δ<span class="html-italic">hsdM</span>; NC: negative control.</p>
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<p>Growth curves of WC1535Δ<span class="html-italic">hsdM</span> and wild-type strains. *, <span class="html-italic">p</span> &lt; 0.05; **, <span class="html-italic">p</span> &lt; 0.01.</p>
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<p>Hemolytic activity of strains WT (<b>A</b>) and WC1535Δ<span class="html-italic">hsdM</span> (<b>B</b>).</p>
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<p>Morphological features of strains WC1535 (<b>A</b>) and WC1535Δ<span class="html-italic">hsdM</span> (<b>B</b>). The bacterial morphology of strains was observed using transmission electron microscopy (HT7800; Hitachi, Tokyo, Japan). Bar = 500 nm; red arrow, filamentous extracellular products and granular materials.</p>
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<p>Adhesion and anti-phagocytosis experiments. (<b>A</b>) The ability of GBS strain to adhere EPC cells; (<b>B</b>) Anti-RAW264.7 phagocytosis; (<b>C</b>) intracellular survival ability in RAW264.7 cells. *, <span class="html-italic">p</span> &lt; 0.05; **, <span class="html-italic">p</span> &lt; 0.01; ***, <span class="html-italic">p</span> &lt; 0.001.</p>
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<p>Dynamic distribution of strains WC1535ΔhsdM and WC1535 in tilapia tissues: (<b>A</b>) brain; (<b>B</b>) liver; (<b>C</b>) spleen; (<b>D</b>) kidney. *, <span class="html-italic">p</span> &lt; 0.05; **, <span class="html-italic">p</span> &lt; 0.01; ***, <span class="html-italic">p</span> &lt; 0.001; ns, indicates no significant difference.</p>
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<p>Expression levels of inflammatory factor-related genes in tilapia spleen and kidney tissues. (<b>A</b>) <span class="html-italic">IL-1β</span> in spleen; (<b>B</b>) <span class="html-italic">IL-1β</span> in head kidney; (<b>C</b>) <span class="html-italic">IL-6</span> in spleen; (<b>D</b>) <span class="html-italic">IL-6</span> in head kidney; (<b>E</b>) <span class="html-italic">IFN-γ</span> in spleen; (<b>F</b>) <span class="html-italic">IFN-γ</span> in head kidney; (<b>G</b>) <span class="html-italic">TNF-α</span> in spleen; (<b>H</b>) <span class="html-italic">TNF-α</span> in head kidney. *, <span class="html-italic">p</span> &lt; 0.05; **, <span class="html-italic">p</span> &lt; 0.01; ***, <span class="html-italic">p</span> &lt; 0.001.</p>
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31 pages, 3947 KiB  
Systematic Review
Marine Zoning: A Two-Decade Bibliographic Analysis—A Systematic Review
by Yael Shaked Mandelberg, Ziv Zemah-Shamir, Inbar Schwartz Belkin, Steve Brenner and Shiri Zemah-Shamir
Sustainability 2025, 17(4), 1724; https://doi.org/10.3390/su17041724 - 19 Feb 2025
Abstract
Marine zoning is a widely used spatial tool for managing ocean spaces, minimizing conflicts between uses, and maintaining ecosystem services. This review examines and profiles the use of marine zoning and its potential to support climate resilience and ecosystem services through a systematic [...] Read more.
Marine zoning is a widely used spatial tool for managing ocean spaces, minimizing conflicts between uses, and maintaining ecosystem services. This review examines and profiles the use of marine zoning and its potential to support climate resilience and ecosystem services through a systematic PRISMA analysis of 121 articles. The findings highlight the importance of balancing sustainable resource use and human well-being with nature protection through well-tailored zoning objectives. The review underscores the need to expand research on underrepresented marine habitats such as seagrass and algae, which play a critical role in climate change mitigation. Additionally, it highlights the necessity of broadening the scope to consider human activities beyond fisheries, which are often the primary focus. Stakeholder engagement and public awareness are identified as crucial for effective marine zoning planning. A significant gap is noted in the integration of ecosystem services and natural capital into marine zoning research. Furthermore, despite marine zoning’s potential to address climate change challenges, the reviewed articles reveal limited attention to this topic, indicating an urgent need for further research. This review advocates for the incorporation of ecosystem service valuation and climate change considerations into marine zoning to ensure sustainable management that balances ecological preservation with human well-being. Full article
(This article belongs to the Special Issue Marine Fisheries Management and Ecological Sustainability)
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<p>Current review screening flowchart following PRISMA protocol (Source [<a href="#B37-sustainability-17-01724" class="html-bibr">37</a>]). This work is licensed under CC BY 4.0. To view a copy of this license, visit <a href="https://creativecommons.org/licenses/by/4.0/" target="_blank">https://creativecommons.org/licenses/by/4.0/</a> (accessed on 4 May 2022).</p>
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<p>Distribution and visualization of the number of marine zoning scientific articles related to conservation by publication year (2002–2022) based on results from a Scopus literature review. Heatmap visualization—darker shades indicating years of higher publication activity.</p>
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<p>The number of articles according to the number of zones included in the zoning plan.</p>
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<p>The number of articles according to the number of zones included in the zoning plan broken down by study area size (VS = very small, S = small, L = large, and VL = very large).</p>
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<p>The eight countries most frequently studied in reviewed articles, along with the corresponding number of articles that include each country.</p>
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<p>Distribution of the human activities referred to as “threats” in the review papers.</p>
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<p>Distribution of articles’ main subjects for protection and management.</p>
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<p>Stakeholder group types were identified in the review papers (<span class="html-italic">n</span> = 38). Each segment of the pie chart, labeled with a corresponding number, represents the frequency with which each stakeholder group was mentioned.</p>
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12 pages, 244 KiB  
Article
Not Just Corticosterone: Further Characterization of the Endocrine Response of Kemp’s Ridley Sea Turtles (Lepidochelys kempii) Reveals Elevated Plasma Aldosterone Concentrations During Field Capture Events
by Charles J. Innis, Katherine M. Graham, Cody R. Mott, Kristen M. Hart, David Roche, Michael S. Cherkiss and Elizabeth A. Burgess
Animals 2025, 15(4), 600; https://doi.org/10.3390/ani15040600 - 19 Feb 2025
Abstract
To develop safe and effective management policies, it is important to understand the physiologic effects of fishing interactions and scientific research methods on endangered marine species. In the present study, validated assays for plasma corticosterone, free thyroxine (fT4), and aldosterone were used to [...] Read more.
To develop safe and effective management policies, it is important to understand the physiologic effects of fishing interactions and scientific research methods on endangered marine species. In the present study, validated assays for plasma corticosterone, free thyroxine (fT4), and aldosterone were used to assess the endocrine status of 61 presumed healthy, wild Kemp’s ridley sea turtles (Lepidochelys kempii) that were captured for separate ecological studies using two capture methods (trawl net n = 40; manual capture n = 21). Plasma hormone concentrations were also assessed in relation to eight clinical plasma biochemical analytes. Corticosterone and aldosterone concentrations were moderately high after capture, with significantly higher concentrations in turtles captured by trawl net vs. manual capture. Free thyroxine concentrations were within previously published ranges for healthy individuals of this species. Clinical biochemical data revealed moderately elevated potassium and lactate concentrations in many individuals, with significantly greater lactate concentrations in trawl-captured turtles. Aldosterone concentrations were positively correlated with corticosterone. The results of the present study indicate that Kemp’s ridley sea turtles have robust adrenocortical activity immediately after capture, resulting in high plasma concentrations of corticosterone and aldosterone. Researchers who use such methods to access sea turtles can consider these results in planning careful and efficient field studies. Full article
(This article belongs to the Section Animal Physiology)
33 pages, 422 KiB  
Review
Modelling and Mapping Rapid-Onset Coastal Flooding: A Systematic Literature Review
by Alice Re, Lorenzo Minola and Alessandro Pezzoli
Water 2025, 17(4), 599; https://doi.org/10.3390/w17040599 - 19 Feb 2025
Abstract
Increases in the magnitude and frequency of extreme flood events are among the most impactful consequences of climate change. Coastal areas can potentially be affected by interactions among different flood drivers at the interface of terrestrial and marine ecosystems. At the same time, [...] Read more.
Increases in the magnitude and frequency of extreme flood events are among the most impactful consequences of climate change. Coastal areas can potentially be affected by interactions among different flood drivers at the interface of terrestrial and marine ecosystems. At the same time, socio-economic processes of population growth and urbanization can lead to increases in local vulnerability to climate extremes in coastal areas. Within this context, research focusing on modelling and mapping rapid-onset coastal flooding is essential (a) to support flood risk management, (b) to design local climate adaptation policies and (c) to increase climate resilience of coastal communities. This systematic literature review delineates the state-of-the art of research on rapid-onset coastal flooding. It provides a comprehensive picture of the broad range of methodologies utilised to model flooding and highlights the commonly identified issues, both from a scientific standpoint and in terms of the policy implications of translating research outputs into actionable information. As flood maps represent fundamental instruments in the communication of research outcomes to support decision making and increase climate resilience, a focus on the spatial representation of coastal floods proposed in the literature is adopted in this review. Full article
(This article belongs to the Special Issue Climate Risk Management, Sea Level Rise and Coastal Impacts)
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<p>Flow diagram of article identification and screening procedures drafted according to PRISMA2020 (Preferred Reporting Items for Systematic Reviews and Meta-Analyses) guidelines [<a href="#B20-water-17-00599" class="html-bibr">20</a>].</p>
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18 pages, 5550 KiB  
Article
Investigation of Mechanical Behaviors of High-Performance Fiber-Reinforced Concrete Pipe Jacking Subjected to Three-Point Loading
by Cairong Zhou, Zifan Wang, Jinhong Yu, Changzheng Shi, Xu Wang, Qing Fang and Jiang Zhang
Buildings 2025, 15(4), 639; https://doi.org/10.3390/buildings15040639 - 19 Feb 2025
Abstract
High-performance fiber-reinforced concrete (HPFRC) offers exceptional strength, ductility, and durability, making it highly promising for electric power pipe jacking applications. However, limited research exists on the mechanical properties of HPFRC pipes, especially regarding reinforcement schemes. This study bridges this gap by using a [...] Read more.
High-performance fiber-reinforced concrete (HPFRC) offers exceptional strength, ductility, and durability, making it highly promising for electric power pipe jacking applications. However, limited research exists on the mechanical properties of HPFRC pipes, especially regarding reinforcement schemes. This study bridges this gap by using a combination of three-point testing, analytical calculations, and numerical simulations to investigate the mechanical behavior and performance of HPFRC pipes under various reinforcement configurations. The results show that the load–displacement curve of HPFRC pipes initially follows a linear elastic relationship, but as the load exceeds 200 kN/m, displacement increases and cracks form, with failure occurring at 410 kN/m. HPFRC pipes demonstrate significantly enhanced load-bearing and crack resistance capabilities, with reduced reinforcement and wall thickness compared to traditional materials, maintaining high load-bearing capacity even after damage. The three analysis methods generally align in terms of load-bearing and failure processes, though the analytical method reveals limitations in accurately predicting crack widths. The study also reveals that reinforcement schemes significantly affect the pipes’ structural performance, with double layer and inner layer reinforcement providing superior damage resistance. This study contributes new insights into HPFRC pipe performance and provides a basis for optimizing reinforcement designs in pipe jacking projects. Full article
(This article belongs to the Section Building Structures)
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<p>Three-point test: (<b>a</b>) schematic diagram of the test system; (<b>b</b>) test site.</p>
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<p>Load–displacement curve of pipe jacking.</p>
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<p>Crack distribution at the failure of pipe jacking: (<b>a</b>) outer surface of the pipe; (<b>b</b>) top of the pipe; (<b>c</b>) bottom of the pipe.</p>
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<p>Finite element model in three-point test.</p>
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<p>Plastic damage model of C150 concrete.</p>
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<p>Constitutive model of HRB400 reinforcement: (<b>a</b>) bilinear kinematic hardening model; (<b>b</b>) monotonic tensile stress–strain curve.</p>
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<p>Variation curve of pipe jacking displacement with vertical loading.</p>
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<p>Variation curve of strain with vertical load at the critical point of pipe jacking: (<b>a</b>) inner of the pipe; (<b>b</b>) outer of the pipe.</p>
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<p>Concrete damage under different vertical forces: (<b>a</b>) vertical force of 90 kN/m; (<b>b</b>) vertical force of 95 kN/m; (<b>c</b>) vertical force of 200 kN/m; (<b>d</b>) vertical force of 250 kN/m; (<b>e</b>) vertical force of 300 kN/m.</p>
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<p>Concrete damage under different vertical forces: (<b>a</b>) vertical force of 90 kN/m; (<b>b</b>) vertical force of 95 kN/m; (<b>c</b>) vertical force of 200 kN/m; (<b>d</b>) vertical force of 250 kN/m; (<b>e</b>) vertical force of 300 kN/m.</p>
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<p>Variation curve of reinforcement stress with vertical loading.</p>
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<p>Comparison of displacements from three-point test and finite element calculation.</p>
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<p>Three-point test and finite element calculation of final crack morphology: (<b>a</b>) three-point test; (<b>b</b>) finite element calculation.</p>
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<p>Comparison curves of vertical displacement for different schemes.</p>
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<p>Concrete damage for different schemes at a vertical load of 150 kN/m: (<b>a</b>) double layer reinforcement; (<b>b</b>) no reinforcement; (<b>c</b>) inner layer reinforcement; (<b>d</b>) outer layer reinforcement.</p>
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<p>Concrete damage for different schemes at a vertical load of 200 kN/m: (<b>a</b>) double layer reinforcement; (<b>b</b>) no reinforcement; (<b>c</b>) inner layer reinforcement; (<b>d</b>) outer layer reinforcement.</p>
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<p>Concrete damage for different schemes at structural destruction: (<b>a</b>) double layer reinforcement; (<b>b</b>) no reinforcement; (<b>c</b>) inner layer reinforcement; (<b>d</b>) outer layer reinforcement.</p>
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25 pages, 85884 KiB  
Article
Petrogenesis and Geological Implications of the Qiaoqi Intrusion in Western Margin of the Yangtze Block, SW China: Evidence from Geochronology, Geochemistry, and Hf Isotopes
by Yingtao Chen, Jianting Zhu, Shaoni Wei, Xiaochen Zhao, Delu Li, Xufeng Yang and Yuhang Wang
Minerals 2025, 15(2), 190; https://doi.org/10.3390/min15020190 - 19 Feb 2025
Viewed by 80
Abstract
Late Permian–Early Triassic basic rocks, which are widespread in the western margin of the Yangtze block (SW China), provide critical information for regional tectonic evolution. The Qiaoqi intrusion, distributed in the western margin of the Yangtze block, is selected as a representative for [...] Read more.
Late Permian–Early Triassic basic rocks, which are widespread in the western margin of the Yangtze block (SW China), provide critical information for regional tectonic evolution. The Qiaoqi intrusion, distributed in the western margin of the Yangtze block, is selected as a representative for discussion in this paper. LA-ICP-MS zircon U-Pb dating results show that the Qiaoqi intrusion was formed at 245 ± 1 Ma. It belongs to the medium-K calc-alkaline and tholeiitic basalt series. It is characterized by high concentrations of Fe2O3T (11.53 wt. % to 15.50 wt. %), TiO2 (1.81 wt. % to 3.20 wt. %), Al2O3 (11.80 wt. % to 15.60 wt. %), and low concentrations of MgO (4.51 wt. % to 8.93 wt. %). The LREE and LILE (such as Cs, Rb, Ba and Th) are enriched, with insignificant Eu anomalies (Eu/Eu* = 0.92 to 1.13). The chondrite-normalized REE distribution diagram shows a right-leaning pattern, similar to ocean island basalts (OIB), displaying the geochemical characteristics of enriched mantle sources. The zircon εHf(t) values are relatively high (+12.7 to +15.5) and the single-stage Hf model ages are relatively young (tDM = 272 to 386 Ma). Modeling further reveals that the parent magma was derived from 13% to 19% partial melting of garnet peridotite. Comprehensive analysis shows that the geochemical characteristics of the Qiaoqi intrusion bear resemblance to those of the Emeishan basalts, which are attributed to volumetrically minor melting of the fossil Emeishan plume head beneath the Yangtze crust following the eruption of the Emeishan Large Igneous Province (ELIP). This understanding further constrains the duration of the Emeishan Large Igneous Province and provides new support for understanding the formation, evolution and distribution of the Emeishan Large Igneous Province. Full article
(This article belongs to the Section Mineral Geochemistry and Geochronology)
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<p>(<b>a</b>,<b>b</b>) Map showing geology of the Emeishan Large Igneous Province (modified after [<a href="#B29-minerals-15-00190" class="html-bibr">29</a>]).</p>
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<p>(<b>a</b>) The geological section of the Qiaoqi intrusion. (<b>b</b>–<b>d</b>) The outcrops of the Qiaoqi intrusion. (<b>b</b>) The contact part of the intrusion and the surrounding rock is squeezed and deformed by tectonic activity. (<b>c</b>) The surrounding rock is deformed by the extrusion of the front edge of the magmatic bedding intrusion. (<b>d</b>) The gabbro and the surrounding rock into bedding intrusion contact. D<sub>3</sub>C<sub>1</sub><span class="html-italic">m</span> represents Maoba Formation limestone, βμ represents gabbro.</p>
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<p>Microphotographs of the Qiaoqi intrusion. (<b>a</b>) Gabbro with plagioclase, clinopyroxene, amphibole, cross-polarized light. (<b>b</b>) Clinopyroxene with twin structure, cross-polarized light. (<b>c</b>) Amphibole replaced by magnetite, cross-polarized light. (<b>d</b>) Gabbro with pyroxene structure, cross-polarized light. (Cpx: clinopyroxene, Pl: plagioclase, Amph: amphibole, Mgt: magnetite).</p>
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<p>Classification diagrams of the Qiaoqi intrusion. (<b>a</b>) Total alkali vs. silica (TAS) diagram (after [<a href="#B47-minerals-15-00190" class="html-bibr">47</a>]). (<b>b</b>) Potassium vs. silica diagram (after [<a href="#B48-minerals-15-00190" class="html-bibr">48</a>]). The data of Emeishan basalts are from [<a href="#B18-minerals-15-00190" class="html-bibr">18</a>].</p>
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<p>(<b>a</b>) Chondrite-normalized REE distribution patterns and (<b>b</b>) primitive mantle-normalized multi-element diagram of the Qiaoqi intrusion. Normalized values for chondrite and primitive mantle are from [<a href="#B51-minerals-15-00190" class="html-bibr">51</a>] and [<a href="#B49-minerals-15-00190" class="html-bibr">49</a>], respectively. The shaded areas show ranges of the typical Emeishan basalts, data from [<a href="#B18-minerals-15-00190" class="html-bibr">18</a>].</p>
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<p>Representative CL images of zircons showing apparent <sup>206</sup>Pb/<sup>238</sup>U ages, concordia diagrams for zircon and weighted mean ages diagram from the Qiaoqi intrusion. Solid yellow circles are U-Pb dating positions and dashed yellow circles are Hf isotope analysis positions. (<b>a</b>) S1-2; (<b>b</b>) S1-4; (<b>c</b>) S2-2.</p>
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<p>Plots of εHf(t) vs. U-Pb age for zircons from the Qiaoqi intrusion (after [<a href="#B59-minerals-15-00190" class="html-bibr">59</a>]). Data for ELIP from [<a href="#B60-minerals-15-00190" class="html-bibr">60</a>] also presented for comparison.</p>
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<p>Harker diagrams for the Qiaoqi intrusion.</p>
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<p>(<b>a</b>) La/Sm vs. La diagram and (<b>b</b>) La/Nb vs. SiO<sub>2</sub> diagram for the Qiaoqi intrusion (after [<a href="#B64-minerals-15-00190" class="html-bibr">64</a>,<a href="#B65-minerals-15-00190" class="html-bibr">65</a>]). The data of Emeishan basalts are from [<a href="#B18-minerals-15-00190" class="html-bibr">18</a>].</p>
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<p>(<b>a</b>) La/Yb vs. Nb/Yb diagram for the Qiaoqi intrusion (after [<a href="#B76-minerals-15-00190" class="html-bibr">76</a>]). (<b>b</b>) Ta/Yb vs. Nb/Yb diagram for the Qiaoqi intrusion (after [<a href="#B76-minerals-15-00190" class="html-bibr">76</a>]). (<b>c</b>) Th/Yb vs. Ta/Yb diagram for the Qiaoqi intrusion (after [<a href="#B77-minerals-15-00190" class="html-bibr">77</a>]). Vectors indicate the influence of subduction components (S), within-plate enrichment (W), crustal contamination (C), and fractional crystallization (F). Dashed lines separate the boundaries of the tholeiitic (TH), calc-alkaline (CA), and shoshonitic (SHO) fields. Values of N-MORB, E-MORB, OIB, and WPB are from [<a href="#B49-minerals-15-00190" class="html-bibr">49</a>]. The data of Emeishan basalts are from [<a href="#B18-minerals-15-00190" class="html-bibr">18</a>].</p>
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<p>(<b>a</b>) La/Sm vs. Sm/Yb plot (after [<a href="#B81-minerals-15-00190" class="html-bibr">81</a>]) for the Qiaoqi intrusion, PM—primary mantle [<a href="#B82-minerals-15-00190" class="html-bibr">82</a>]; DMM—depleted mantle [<a href="#B82-minerals-15-00190" class="html-bibr">82</a>]. (<b>b</b>) Sm/Yb vs. La/Yb plot for the Qiaoqi intrusion (after [<a href="#B18-minerals-15-00190" class="html-bibr">18</a>]). The data of Emeishan basalts are from [<a href="#B18-minerals-15-00190" class="html-bibr">18</a>].</p>
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<p>(<b>a</b>) AFM diagram for the Qiaoqi intrusion (after [<a href="#B84-minerals-15-00190" class="html-bibr">84</a>]). (<b>b</b>) Ti/100-Zr-Y*3 diagram for the Qiaoqi intrusion (after [<a href="#B85-minerals-15-00190" class="html-bibr">85</a>]), WPB: within-plate basalts, IAT: island-arc tholeiites, CAB: calc-alkaline basalts, MORB: mid-ocean ridge basalts. (<b>c</b>) Zr/Y vs. Zr diagram for the Qiaoqi intrusion (after [<a href="#B86-minerals-15-00190" class="html-bibr">86</a>]), IAB: island-arc basalts. (<b>d</b>) Th/Hf vs. Ta/Hf diagram for the Qiaoqi intrusion (after [<a href="#B83-minerals-15-00190" class="html-bibr">83</a>]), I—plate divergent margin MORB; II—margin of convergent plate (II<sub>1</sub>—island are of continental margin; II<sub>2</sub>—volcanic are of continental margin); III—oceanic intra plate (the oceanic island and seamount, T-MORB, E-MORB); IV—continental intraplate (IV<sub>1</sub>—continental rift + continental margin rift tholeiites; IV<sub>2</sub>—alkaline basalt zone; IV<sub>3</sub>—tensional zone); V—mantle plume. The data of Emeishan basalts are from [<a href="#B18-minerals-15-00190" class="html-bibr">18</a>].</p>
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<p>Histogram of zircon U-Pb ages for ELIP (data sources: [<a href="#B16-minerals-15-00190" class="html-bibr">16</a>,<a href="#B18-minerals-15-00190" class="html-bibr">18</a>,<a href="#B23-minerals-15-00190" class="html-bibr">23</a>,<a href="#B28-minerals-15-00190" class="html-bibr">28</a>,<a href="#B29-minerals-15-00190" class="html-bibr">29</a>,<a href="#B60-minerals-15-00190" class="html-bibr">60</a>,<a href="#B88-minerals-15-00190" class="html-bibr">88</a>,<a href="#B89-minerals-15-00190" class="html-bibr">89</a>,<a href="#B90-minerals-15-00190" class="html-bibr">90</a>,<a href="#B91-minerals-15-00190" class="html-bibr">91</a>,<a href="#B92-minerals-15-00190" class="html-bibr">92</a>,<a href="#B96-minerals-15-00190" class="html-bibr">96</a>]).</p>
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25 pages, 14201 KiB  
Article
A Dynamic Trajectory Temporal Density Model for Analyzing Maritime Traffic Patterns
by Dapeng Jiang, Guoyou Shi, Lin Ma, Weifeng Li, Xinjian Wang and Guibing Zhu
J. Mar. Sci. Eng. 2025, 13(2), 381; https://doi.org/10.3390/jmse13020381 - 19 Feb 2025
Viewed by 29
Abstract
This study investigates the spatiotemporal density aggregation and pattern distribution of vessel traffic amidst bustling maritime logistics scenarios. Firstly, a relatively new spatiotemporal segmentation and reconstruction method is proposed for ship AIS trajectories to address trajectory disruptions caused by berthing, anchorage, and other [...] Read more.
This study investigates the spatiotemporal density aggregation and pattern distribution of vessel traffic amidst bustling maritime logistics scenarios. Firstly, a relatively new spatiotemporal segmentation and reconstruction method is proposed for ship AIS trajectories to address trajectory disruptions caused by berthing, anchorage, and other factors. Subsequently, a trajectory filtering algorithm utilizing time window panning is introduced to mitigate position jumps and deviation errors in trajectory points, ensuring that the dynamic trajectory adheres to the spatiotemporal correlations of ship motion. Secondly, to establish a geographical spatial mapping of dynamic trajectories, spatial gridding is applied to maritime traffic areas. By associating the geographical space of traffic activities with the temporal attributes of dynamic trajectories, a dynamic trajectory temporal density model is constructed. Finally, a case study is conducted to evaluate the effectiveness and applicability of the proposed method in identifying spatiotemporal patterns of maritime traffic and spatiotemporal density aggregation states. The results show that the proposed method can identify dynamic trajectory traffic patterns after the application of compression algorithms, providing a novel approach to studying the spatiotemporal aggregation of maritime traffic in the era of big data. Full article
(This article belongs to the Special Issue Advancements in Maritime Safety and Risk Assessment)
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<p>The framework of dynamic trajectory temporal density measurement method.</p>
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<p>Several scenarios of vessel trajectory data with problems, Bohai Sea, China. (<b>1</b>) Trajectory points deviate from the logical positions. (<b>2</b>) Point jumps in trajectories. (<b>3</b>) Loss of consecutive trajectory points.</p>
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<p>Schematic diagram of vessel trajectories for two possible stopping scenarios. (<b>a</b>) Static point. (<b>b</b>) Stop sequence points.</p>
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<p>Decision block diagram of the trajectory interval spatiotemporal segmentation algorithm.</p>
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<p>Comparison of time window panning trajectory smoothing effects. (<b>a</b>) Localization of anomalous trajectories with jagged and jumping points. (<b>b</b>) Corresponding localization after applying the time window panning trajectory smoothing algorithm.</p>
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<p>Schematic of the dynamic trajectory mapping geospatial grid.</p>
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<p>Maritime spatial distribution of busy traffic and MAOI vector data extraction. (<b>a</b>) Manually delineated geographic boundaries. (<b>b</b>) Spatial geographic layers of the EEZs of neighboring countries. (<b>c</b>) MAOI vector layer.</p>
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<p>The schematic of DP algorithm trajectory compression.</p>
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<p>Indicator curves of trajectory compression.</p>
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<p>Example of the effectiveness of three dynamic trajectories after compression.</p>
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<p>Schematic diagram for constructing a geospatial grid vector layer based on MAOI regions.</p>
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<p>Distribution of temporal density patterns of dynamic trajectories of ships at sea during a one-week period.</p>
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<p>Probabilistic kernel density estimation plot.</p>
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<p>Comparison of temporal density pattern distribution of dynamic trajectories at different scales of geospatial grids.</p>
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<p>Probability kernel density distributions of temporal density patterns at different scales corresponding to <a href="#jmse-13-00381-f014" class="html-fig">Figure 14</a>.</p>
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16 pages, 10526 KiB  
Article
Characterization and Optimization of Sound Transmission Loss of PVC Foam Sandwich Structure Reinforced by Carbon Fiber Columns
by Kangle Li, Zhiwei Zhou, Jichao Lei, Lixian Wang, Wenkai Dong, Yongbo Jiang and Ying Li
J. Mar. Sci. Eng. 2025, 13(2), 380; https://doi.org/10.3390/jmse13020380 - 19 Feb 2025
Viewed by 77
Abstract
This study presents a foam sandwich structure reinforced with carbon fiber columns (FSS-CFC), which exhibits strong mechanical and sound insulation properties. The FSS-CFC consists of two face-sheets and a polyvinyl chloride (PVC) core containing multiple CFC cylinders arranged in a periodic array. The [...] Read more.
This study presents a foam sandwich structure reinforced with carbon fiber columns (FSS-CFC), which exhibits strong mechanical and sound insulation properties. The FSS-CFC consists of two face-sheets and a polyvinyl chloride (PVC) core containing multiple CFC cylinders arranged in a periodic array. The sound transmission loss (STL) measured in acoustic tube experiments closely aligns with the finite element simulation results, validating the reliability of the present research. Through characteristic analyses, the study reveals the sound insulation mechanism of FSS-CFC, identifying three distinct sound insulation dips caused by the standing wave resonance of the core, column-driven same-direction bending vibrations, and column-constrained opposite-direction bending vibrations in the sheets. It is also demonstrated that the sound insulation performance of FSS-CFC is insensitive to hydrostatic pressure changes. Finally, the FSS-CFC is optimized by the genetic algorithm in MATLAB and COMSOL. The optimized FSS-CFC displays good improvements in both mechanical and acoustic performance compared to the initial structure. The average STL in the frequency of 500 Hz to 25,000 Hz has increased by 3 dB, representing an improvement of approximately 25%. The sound insulation mechanism in FSS-CFC could provide valuable insights for the development of a pressure-resistant acoustic structure for use on deep-water vehicles. Full article
(This article belongs to the Section Ocean Engineering)
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<p>Description of the FSS-CFC: (<b>a</b>) schematic, (<b>b</b>) acoustic tube model and single cell model, (<b>c</b>) dimensional parameters, and (<b>d</b>) sample of FSS-CFC.</p>
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<p>(<b>a</b>) Actual pulse tube. (<b>b</b>) Schematic diagram of the pulse tube method measuring system.</p>
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<p>Finite element model and mesh: (<b>a</b>) acoustic tube model and (<b>b</b>) single cell model. (<b>c</b>) Comparison of two models and experiment.</p>
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<p>Displacement of acoustic tube model and single cell model in SIDs.</p>
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<p>(<b>a</b>) STL and (<b>b</b>) |<span class="html-italic">u</span><sub>z</sub>| for different CFC distances.</p>
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<p>Displacement and sound pressure isosurfaces in the transmissive water region at SID-A and SID-B.</p>
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<p>Displacements of the sheet–CFC–sheet structure at different SIDs for <span class="html-italic">L</span> = 35 mm with the displacement at SID-B for <span class="html-italic">L</span> = 30 mm included for comparison.</p>
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<p>(<b>a</b>) STL and (<b>b</b>) |<span class="html-italic">u</span><sub>z</sub>| for different CFC diameters.</p>
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<p>Displacement of sheet–CFC–sheet structure and sound pressure isosurfaces in the transmissive water at SID-B for different CFC diameters.</p>
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<p>(<b>a</b>) STL and (<b>b</b>) |<span class="html-italic">u</span><sub>z</sub>| for different core thicknesses.</p>
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<p>Displacement of sheet–CFC–sheet structure and sound pressure isosurfaces in the transmissive water at SID-B for different core thicknesses.</p>
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<p>(<b>a</b>) STL and (<b>b</b>) |<span class="html-italic">u</span><sub>z</sub>| for different sheet thicknesses.</p>
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<p>Displacement of sheet–CFC–sheet structure and sound pressure isosurfaces in the transmissive water at SID-B and SID-C for different sheet thicknesses.</p>
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<p>(<b>a</b>) FSS and FSS-CFC average displacement <span class="html-italic">s</span> under different pressures; the STL of (<b>b</b>) FSS and (<b>c</b>) FSS-CFC under different pressures.</p>
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<p>(<b>a</b>) Single cell model and simplified model; the results of (<b>b</b>) the strain <span class="html-italic">ε</span> and (<b>c</b>) STL for both models.</p>
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<p>Flowchart of GA optimization.</p>
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<p>(<b>a</b>) Iterative scatter diagram of GA. (<b>b</b>) Comparison of STL before and after optimization.</p>
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