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46 pages, 1626 KiB  
Article
Stochastic Differential Games and a Unified Forward–Backward Coupled Stochastic Partial Differential Equation with Lévy Jumps
by Wanyang Dai
Mathematics 2024, 12(18), 2891; https://doi.org/10.3390/math12182891 (registering DOI) - 16 Sep 2024
Abstract
We establish a relationship between stochastic differential games (SDGs) and a unified forward–backward coupled stochastic partial differential equation (SPDE) with discontinuous Lévy Jumps. The SDGs have q players and are driven by a general-dimensional vector Lévy process. By establishing a vector-form Ito [...] Read more.
We establish a relationship between stochastic differential games (SDGs) and a unified forward–backward coupled stochastic partial differential equation (SPDE) with discontinuous Lévy Jumps. The SDGs have q players and are driven by a general-dimensional vector Lévy process. By establishing a vector-form Ito-Ventzell formula and a 4-tuple vector-field solution to the unified SPDE, we obtain a Pareto optimal Nash equilibrium policy process or a saddle point policy process to the SDG in a non-zero-sum or zero-sum sense. The unified SPDE is in both a general-dimensional vector form and forward–backward coupling manner. The partial differential operators in its drift, diffusion, and jump coefficients are in time-variable and position parameters over a domain. Since the unified SPDE is of general nonlinearity and a general high order, we extend our recent study from the existing Brownian motion (BM)-driven backward case to a general Lévy-driven forward–backward coupled case. In doing so, we construct a new topological space to support the proof of the existence and uniqueness of an adapted solution of the unified SPDE, which is in a 4-tuple strong sense. The construction of the topological space is through constructing a set of topological spaces associated with a set of exponents {γ1,γ2,} under a set of general localized conditions, which is significantly different from the construction of the single exponent case. Furthermore, due to the coupling from the forward SPDE and the involvement of the discontinuous Lévy jumps, our study is also significantly different from the BM-driven backward case. The coupling between forward and backward SPDEs essentially corresponds to the interaction between noise encoding and noise decoding in the current hot diffusion transformer model for generative AI. Full article
15 pages, 2071 KiB  
Article
Research on Landing Dynamics of Foot-High Projectile Body for High-Precision Microgravity Simulation System
by Zhenhe Jia, Yuehua Li, Weijie Hou, Libin Zang, Qiang Han, Baoshan Zhao, Bin Gao, Haiteng Liu, Yuhan Chen, Yumin An and Huibo Zhang
Actuators 2024, 13(9), 361; https://doi.org/10.3390/act13090361 - 16 Sep 2024
Abstract
A high-precision ground microgravity simulation environment serves as the prerequisite and key to studying landing dynamics in microgravity environments. However, the microgravity level accuracy in traditional ground simulation tests is difficult to guarantee and fails to precisely depict the collision behavior of massive [...] Read more.
A high-precision ground microgravity simulation environment serves as the prerequisite and key to studying landing dynamics in microgravity environments. However, the microgravity level accuracy in traditional ground simulation tests is difficult to guarantee and fails to precisely depict the collision behavior of massive spacecraft. To solve such problems, this paper takes the microgravity simulation system based on quasi-zero stiffness (QZS) mechanism as the research object, and simulates a high-precision and high-level microgravity environment. Then, the collision contact force model of the planar foot and high elastic body rubber is established, the landing dynamics research under different microgravity environments is carried out, the influence of different microgravity environments on the landing behavior of large mass spacecraft is analyzed in depth, and ground microgravity simulation experiments are carried out. The results show that the microgravity simulation level reaches 10−4 g, the error of gravity compensation for each working condition is not more than 4.22%, and the error of sinking amount is not more than 4.61%, which verifies the superior compensation performance of the QZS mechanism and the accuracy of the dynamic model. Full article
(This article belongs to the Section Aircraft Actuators)
26 pages, 37606 KiB  
Review
Nanomaterials for Modified Asphalt and Their Effects on Viscosity Characteristics: A Comprehensive Review
by Hualong Huang, Yongqiang Wang, Xuan Wu, Jiandong Zhang and Xiaohan Huang
Nanomaterials 2024, 14(18), 1503; https://doi.org/10.3390/nano14181503 - 16 Sep 2024
Abstract
The application of nanomaterials as modifiers in the field of asphalt is increasingly widespread, and this paper aims to systematically review research on the impact of nanomaterials on asphalt viscosity. The results find that nanomaterials tend to increase asphalt’s viscosity, enhancing its resistance [...] Read more.
The application of nanomaterials as modifiers in the field of asphalt is increasingly widespread, and this paper aims to systematically review research on the impact of nanomaterials on asphalt viscosity. The results find that nanomaterials tend to increase asphalt’s viscosity, enhancing its resistance to high-temperature rutting and low-temperature cracking. Zero-dimension nanomaterials firmly adhere to the asphalt surface, augmenting non-bonding interactions through van der Waals forces and engaging in chemical reactions to form a spatial network structure. One-dimensional nanomaterials interact with non-polar asphalt molecules, forming bonds between tube walls, thereby enhancing adhesion, stability, and resistance to cyclic loading. Meanwhile, these bundled materials act as reinforcement to transmit stress, preventing or delaying crack propagation. Two-dimensional nanomaterials, such as graphene and graphene oxide, participate in chemical interactions, forming hydrogen bonds and aromatic deposits with asphalt molecules, affecting asphalt’s surface roughness and aggregate movement, which exhibit strong adsorption capacity and increase the viscosity of asphalt. Polymers reduce thermal movement and compact asphalt structures, absorbing light components and promoting the formation of a cross-linked network, thus enhancing high-temperature deformation resistance. However, challenges such as poor compatibility and dispersion, high production costs, and environmental and health concerns currently hinder the widespread application of nanomaterial-modified asphalt. Consequently, addressing these issues through comprehensive economic and ecological evaluations is crucial before large-scale practical implementation. Full article
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Figure 1
<p>Classification of nano-modified materials.</p>
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<p>Shape and structure of NZ: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B6-nanomaterials-14-01503" class="html-bibr">6</a>,<a href="#B36-nanomaterials-14-01503" class="html-bibr">36</a>]. Copyrights 2023 and 2024 MDPI.</p>
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<p>Shape and structure of NS: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B41-nanomaterials-14-01503" class="html-bibr">41</a>,<a href="#B42-nanomaterials-14-01503" class="html-bibr">42</a>]. Copyrights 2024 MDPI and 2023 Elsevier.</p>
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<p>Shape and structure of NT: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B41-nanomaterials-14-01503" class="html-bibr">41</a>,<a href="#B48-nanomaterials-14-01503" class="html-bibr">48</a>]. Copyrights 2024 and 2023 MDPI.</p>
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<p>Shape and structure of NA: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B41-nanomaterials-14-01503" class="html-bibr">41</a>,<a href="#B51-nanomaterials-14-01503" class="html-bibr">51</a>]. Copyrights 2024 Elsevier and MDPI.</p>
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<p>Shape and structure of NCa: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Ref. [<a href="#B42-nanomaterials-14-01503" class="html-bibr">42</a>]. Copyright 2023 Elsevier.</p>
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<p>Shape and structure of NFe: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Ref. [<a href="#B57-nanomaterials-14-01503" class="html-bibr">57</a>]. Copyright 2017 Elsevier.</p>
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<p>Shape and structure of CNT: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Ref. [<a href="#B63-nanomaterials-14-01503" class="html-bibr">63</a>]. Copyright 2021 Elsevier.</p>
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<p>Schematic diagram of CNT distribution in asphalt. Adapted with permission from Ref. [<a href="#B64-nanomaterials-14-01503" class="html-bibr">64</a>]. Copyright 2020 Elsevier.</p>
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<p>Shape and structure of nanofibers: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B66-nanomaterials-14-01503" class="html-bibr">66</a>,<a href="#B67-nanomaterials-14-01503" class="html-bibr">67</a>]. Copyrights Springer Nature and 2021 Elsevier.</p>
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<p>Shape and structure of graphene: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B71-nanomaterials-14-01503" class="html-bibr">71</a>,<a href="#B72-nanomaterials-14-01503" class="html-bibr">72</a>]. Copyrights 2021 and 2022 Elsevier.</p>
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<p>Mechanism of graphene-modified asphalt: (<b>a</b>) interface π–π interaction; (<b>b</b>) filling and barrier structure. Adapted with permission from Refs. [<a href="#B77-nanomaterials-14-01503" class="html-bibr">77</a>,<a href="#B78-nanomaterials-14-01503" class="html-bibr">78</a>]. Copyrights 2021 and 2018 Elsevier.</p>
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<p>Shape and structure of GO: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B9-nanomaterials-14-01503" class="html-bibr">9</a>,<a href="#B83-nanomaterials-14-01503" class="html-bibr">83</a>]. Copyrights 2022 Hindawi and 2017 Springer.</p>
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<p>Mechanism of GO-modified asphalt: (<b>a</b>) adsorption; (<b>b</b>) hydrogen bonding interaction. Adapted with permission from Ref. [<a href="#B82-nanomaterials-14-01503" class="html-bibr">82</a>]. Copyright Elsevier.</p>
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<p>Shape and structure of NC: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Ref. [<a href="#B90-nanomaterials-14-01503" class="html-bibr">90</a>]. Copyrights 2023 MDPI.</p>
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<p>Shape and structure of SBS: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B94-nanomaterials-14-01503" class="html-bibr">94</a>,<a href="#B95-nanomaterials-14-01503" class="html-bibr">95</a>,<a href="#B96-nanomaterials-14-01503" class="html-bibr">96</a>]. Copyrights 2020 Elsevier, 2023 Walter de Gruyter, and 2021 John Wiley and Sons Inc.</p>
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<p>Shape and structure of SBR: (<b>a</b>) macroscopic scale; (<b>b</b>) microscale; (<b>c</b>) molecular scale. Adapted with permission from Refs. [<a href="#B95-nanomaterials-14-01503" class="html-bibr">95</a>,<a href="#B101-nanomaterials-14-01503" class="html-bibr">101</a>,<a href="#B102-nanomaterials-14-01503" class="html-bibr">102</a>]. Copyrights 2023 Walter de Gruyter and 2024 MDPI.</p>
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<p>Cross-linked network between SBR and asphalt molecules. Adapted with permission from Ref. [<a href="#B97-nanomaterials-14-01503" class="html-bibr">97</a>]. Copyrights 2024 Elsevier.</p>
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<p>Viscosity temperature curves of matrix asphalt and NT/NCa-modified asphalt. Adapted with permission from Ref. [<a href="#B103-nanomaterials-14-01503" class="html-bibr">103</a>]. Copyrights 2021 Hindawi.</p>
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<p>Physical moduli of asphalt and NZ/SBS/asphalt. Adapted with permission from Ref. [<a href="#B94-nanomaterials-14-01503" class="html-bibr">94</a>]. Copyrights 2020 Elsevier.</p>
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<p>Viscosity–temperature relationship curves of three types of asphalt. Adapted with permission from Ref. [<a href="#B111-nanomaterials-14-01503" class="html-bibr">111</a>]. Copyrights 2022 MDPI.</p>
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<p>Interface microstructure of GO/SBS-modified asphalt. Adapted with permission from Ref. [<a href="#B114-nanomaterials-14-01503" class="html-bibr">114</a>]. Copyrights 2023 Springer Nature.</p>
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<p>Viscosity of modified asphalt with different modifiers. Adapted with permission from Ref. [<a href="#B119-nanomaterials-14-01503" class="html-bibr">119</a>]. Copyrights 2018 Hindawi.</p>
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19 pages, 1024 KiB  
Article
A Hessian-Based Deep Learning Preprocessing Method for Coronary Angiography Image Analysis
by Yanjun Li, Takaaki Yoshimura, Yuto Horima and Hiroyuki Sugimori
Electronics 2024, 13(18), 3676; https://doi.org/10.3390/electronics13183676 - 16 Sep 2024
Abstract
Leveraging its high accuracy and stability, deep-learning-based coronary artery detection technology has been extensively utilized in diagnosing coronary artery diseases. However, traditional algorithms for localizing coronary stenosis often fall short when detecting stenosis in branch vessels, which can pose significant health risks due [...] Read more.
Leveraging its high accuracy and stability, deep-learning-based coronary artery detection technology has been extensively utilized in diagnosing coronary artery diseases. However, traditional algorithms for localizing coronary stenosis often fall short when detecting stenosis in branch vessels, which can pose significant health risks due to factors like imaging angles and uneven contrast agent distribution. To tackle these challenges, we propose a preprocessing method that integrates Hessian-based vascular enhancement and image fusion as prerequisites for deep learning. This approach enhances fuzzy features in coronary angiography images, thereby increasing the neural network’s sensitivity to stenosis characteristics. We assessed the effectiveness of this method using the latest deep learning networks, such as YOLOv10, YOLOv9, and RT-DETR, across various evaluation metrics. Our results show that our method improves AP50 accuracy by 4.84% and 5.07% on RT-DETR R101 and YOLOv10-X, respectively, compared to images without special pre-processing. Furthermore, our analysis of different imaging angles on stenosis localization detection indicates that the left coronary artery zero is the most suitable for detecting stenosis with a AP50(%) value of 90.5. The experimental results have revealed that the proposed method is effective as a preprocessing technique for deep-learning-based coronary angiography image processing and enhances the model’s ability to identify stenosis in small blood vessels. Full article
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Figure 1
<p>The performance of the proposed preprocessing method applied to six imaging angles. Specifically, (<b>a1</b>–<b>f1</b>) portray the original images from the dataset for the conditions of Left Coronary Artery (LCA) zero, LCA Left Anterior Oblique (LAO), LCA Right Anterior Oblique (RAO), Right Coronary Artery (RCA) zero, RCA LAO, and RCA RAO, respectively. The images (<b>a2</b>–<b>f2</b>) show the results after applying the HFV filter to these original images. Finally, (<b>a3</b>–<b>f3</b>) illustrate the output images following the application of the proposed preprocessing method. Moreover, (<b>a1</b>–<b>f1</b>) belong to the initial image dataset, while (<b>a3</b>–<b>f3</b>) will be classified as the preprocessed image dataset for training.</p>
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<p>Comparison of YOLOv10-X detection results on original image and preprocessed image.</p>
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21 pages, 3867 KiB  
Article
County-Level Cultivated Land Quality Evaluation Using Multi-Temporal Remote Sensing and Machine Learning Models: From the Perspective of National Standard
by Dingding Duan, Xinru Li, Yanghua Liu, Qingyan Meng, Chengming Li, Guotian Lin, Linlin Guo, Peng Guo, Tingting Tang, Huan Su, Weifeng Ma, Shikang Ming and Yadong Yang
Remote Sens. 2024, 16(18), 3427; https://doi.org/10.3390/rs16183427 - 15 Sep 2024
Viewed by 217
Abstract
Scientific evaluation of cultivated land quality (CLQ) is necessary for promoting rational utilization of cultivated land and achieving one of the Sustainable Development Goals (SDGs): Zero Hunger. However, the CLQ evaluation system proposed in previous studies was diversified, and the methods were inefficient. [...] Read more.
Scientific evaluation of cultivated land quality (CLQ) is necessary for promoting rational utilization of cultivated land and achieving one of the Sustainable Development Goals (SDGs): Zero Hunger. However, the CLQ evaluation system proposed in previous studies was diversified, and the methods were inefficient. In this study, based on China’s first national standard “Cultivated Land Quality Grade” (GB/T 33469-2016), we constructed a unified county-level CLQ evaluation system by selecting 15 indicators from five aspects—site condition, environmental condition, physicochemical property, nutrient status and field management—and used the Delphi method to calculate the membership degree of the indicators. Taking Jimo district of Shandong Province, China, as a case study, we compared the performance of three machine learning models, including random forest, AdaBoost, and support vector regression, to evaluate CLQ using multi-temporal remote sensing data. The comprehensive index method was used to reveal the spatial distribution of CLQ. The results showed that the CLQ evaluation based on multi-temporal remote sensing data and machine learning model was efficient and reliable, and the evaluation results had a significant positive correlation with crop yield (r was 0.44, p < 0.001). The proportions of cultivated land of high-, medium- and poor-quality were 27.43%, 59.37% and 13.20%, respectively. The CLQ in the western part of the study area was better, while it was worse in the eastern and central parts. The main limiting factors include irrigation capacity and texture configuration. Accordingly, a series of targeted measures and policies were suggested, such as strengthening the construction of farmland water conservancy facilities, deep tillage of soil and continuing to construct well-facilitated farmland. This study proposed a fast and reliable method for evaluating CLQ, and the results are helpful to promote the protection of cultivated land and ensure food security. Full article
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Figure 1
<p>Summary map of the study area. (<b>a</b>) Geographical location of Shandong province in China, (<b>b</b>) geographical location of Jimo district in Shandong province, (<b>c</b>) terrain feature of Jimo district and (<b>d</b>) spatial distribution of cultivated land and soil sampling points.</p>
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<p>Technology roadmap.</p>
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<p>Optimal prediction results of CLQ evaluation indicators: (<b>a</b>) soil organic matter (SOM), (<b>b</b>) soil pH, (<b>c</b>) available phosphorus (AP), (<b>d</b>) available potassium (AK) and (<b>e</b>) soil bulk density (SBD).</p>
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<p>Relationship between crop yield, CLQ index (<b>a</b>) and CLQ grade (<b>b</b>).</p>
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<p>Spatial distribution of CLQ grade and level in Jimo district. DX: Daxin Street; LIS: Lingshan Street; LC: Lancun Street; TJ: Tongji Street; CH: Chaohai Street; TH: Tianheng town; JK: Jinkou town; BA: Beian Street; LOS: Longshan Street; HX: Huanxiu Street; YSD: Yifengdian town; ASW: Aoshanwei Street; DBL: Duanbolan town; LQ: Longquan Street; and WQ: Wenquan Street.</p>
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<p>Spatial distribution of CLQ factor obstacle degree.</p>
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<p>Average and maximum obstacle degrees of CLQ evaluation indicators.</p>
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39 pages, 7466 KiB  
Article
Evaluation of Adsorption Ability of Lewatit® VP OC 1065 and Diaion™ CR20 Ion Exchangers for Heavy Metals with Particular Consideration of Palladium(II) and Copper(II)
by Anna Wołowicz and Zbigniew Hubicki
Molecules 2024, 29(18), 4386; https://doi.org/10.3390/molecules29184386 - 15 Sep 2024
Viewed by 197
Abstract
The adsorption capacities of ion exchangers with the primary amine (Lewatit® VP OC 1065) and polyamine (Diaion™ CR20) functional groups relative to Pd(II) and Cu(II) ions were tested in a batch system, taking into account the influence of the acid concentration (HCl: [...] Read more.
The adsorption capacities of ion exchangers with the primary amine (Lewatit® VP OC 1065) and polyamine (Diaion™ CR20) functional groups relative to Pd(II) and Cu(II) ions were tested in a batch system, taking into account the influence of the acid concentration (HCl: 0.1–6 mol/L; HCl-HNO3: 0.9–0.1 mol/L HCl—0.1–0.9 mol/L HNO3), phase contact time (1–240 min), initial concentration (10–1000 mg/L), agitation speed (120–180 rpm), bead size (0.385–1.2 mm), and temperature (293–333 K), as well as in a column system where the variable operating parameters were HCl and HNO3 concentrations. There were used the pseudo-first order, pseudo-second order, and intraparticle diffusion models to describe the kinetic studies and the Langmuir and Freundlich isotherm models to describe the equilibrium data to obtain better knowledge about the adsorption mechanism. The physicochemical properties of the ion exchangers were characterized by the nitrogen adsorption/desorption analyses, CHNS analysis, Fourier transform infrared spectroscopy, the sieve analysis, and points of zero charge measurements. As it was found, Lewatit® VP OC 1065 exhibited a better ability to remove Pd(II) than Diaion™ CR20, and the adsorption ability series for heavy metals was as follows: Pd(II) >> Zn(II) ≈ Ni(II) >> Cu(II). The optimal experimental conditions for Pd(II) sorption were 0.1 mol/L HCl, agitation speed 180 rpm, temperature 293 K, and bead size fraction 0.43 mm ≤ f3 < 0.6 mm for Diaion™ CR20 and 0.315–1.25 mm for Lewatit® VP OC 1065. The maximum adsorption capacities were 289.68 mg/g for Lewatit® VP OC 1065 and 208.20 mg/g for Diaion™ CR20. The greatest adsorption ability of Lewatit® VP OC 1065 for Pd(II) was also demonstrated in the column studies. The working ion exchange in the 0.1 mol/L HCl system was 0.1050 g/mL, much higher compared to Diaion™ CR20 (0.0545 g/mL). The best desorption yields of %D1 = 23.77% for Diaion™ CR20 and 33.57% for Lewatit® VP OC 1065 were obtained using the 2 mol/L NH3·H2O solution. Full article
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Figure 1
<p>Palladium and copper application, impact on the body, dietary sources and prices, supply, demand, and uses.</p>
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<p>Palladium and copper application, impact on the body, dietary sources and prices, supply, demand, and uses.</p>
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<p>(<b>a</b>) Percentage content of elements and (<b>b</b>) comparison of <span class="html-italic">pH<sub>PZC</sub></span> values in/for Lewatit<sup>®</sup> VP OC 1065 and Diaion™ CR20 ion exchange resins.</p>
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<p>Low-temperature adsorption/desorption nitrogen isotherm of (<b>a</b>) Diaion™ CR20 and (<b>b</b>) Lewatit<sup>®</sup> VP OC 1065 ion exchangers.</p>
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<p>ATR/FT-IR spectra of (<b>a</b>) Diaion™ CR20 and (<b>b</b>) Lewatit<sup>®</sup> VP OC 1065 before and after loading with Pd(II) and Cu(II) ions.</p>
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<p>Comparison of M(II) sorption efficiency expressed in <span class="html-italic">q<sub>t</sub></span> values for Diaion™ CR20 (<b>a</b>,<b>c</b>,<b>e</b>,<b>g</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>b</b>,<b>d</b>,<b>f</b>,<b>h</b>).</p>
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<p>Comparison of M(II) sorption efficiency expressed in <span class="html-italic">q<sub>t</sub></span> values for Diaion™ CR20 (<b>a</b>,<b>c</b>,<b>e</b>,<b>g</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>b</b>,<b>d</b>,<b>f</b>,<b>h</b>).</p>
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<p>Effects of contact time and agitation speed on the Pd(II) adsorption on Diaion™ CR20 (<b>a</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>b</b>).</p>
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<p>Effects of contact time and the initial Pd(II) concentration on Pd(II) adsorption on Diaion™ CR20 (<b>a</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>b</b>).</p>
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<p>Effects of contact time and bead size of ion exchangers (f5 &lt; 0.385 mm; 0.385 mm ≤ f4 &lt; 0.43 mm; 0.43 mm ≤ f3 &lt; 0.6 mm; 0.6 mm ≤ f2 &lt; 0.75 mm; 0.75 mm ≤ f1 &lt; 1.2 mm) on Pd(II) adsorption on Diaion™ CR20 (<b>a</b>,<b>c</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>b</b>,<b>d</b>).</p>
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<p>Effects of contact time and temperature on the Pd(II) adsorption on Diaion™ CR20 (<b>a</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>b</b>).</p>
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<p>Effects of contact time and initial concentration (<b>a</b>), agitation speed (<b>b</b>), bead size of ion exchanger (f5 &lt; 0.385 mm; 0.385 mm ≤ f4 &lt; 0.43 mm; 0.43 mm ≤ f3 &lt; 0.6 mm; 0.6 mm ≤ f2 &lt; 0.75 mm; 0.75 mm ≤ f1 &lt; 1.2 mm), (<b>c</b>) and temperature (<b>d</b>) on Cu(II) adsorption on Diaion™ CR20 from 6 mol/L HCl—10 (<b>a</b>) or 50 mg Cu(II)/L (<b>a</b>–<b>d</b>).</p>
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<p>PFO (<b>a</b>,<b>b</b>), PSO (<b>c</b>,<b>d</b>), and IPD (<b>e</b>,<b>f</b>) plots and fitting of the experimental data of Pd(II) ion adsorption on Diaion™ CR20 (<b>g</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>h</b>).</p>
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<p>PFO (<b>a</b>,<b>b</b>), PSO (<b>c</b>,<b>d</b>), and IPD (<b>e</b>,<b>f</b>) plots and fitting of the experimental data of Pd(II) ion adsorption on Diaion™ CR20 (<b>g</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>h</b>).</p>
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<p>Experimental points and fitting of the Langmuir and Freundlich isotherms for Pd(II) (<b>a</b>,<b>c</b>) and Cu(II) (<b>b</b>,<b>d</b>) ion adsorption on the Diaion™ CR20 (<b>a</b>,<b>b</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>c</b>,<b>d</b>).</p>
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<p>Comparison of the breakthrough curves of Pd(II) ion adsorption on Lewatit<sup>®</sup> VP OC 1065 (<b>a</b>,<b>c</b>) and Diaion™ CR20 (<b>b</b>,<b>d</b>) from the chloride 0.1–6 mol/L HCl—100 mg Pd(II)/L (<b>a</b>,<b>b</b>) and the chloride-nitrate(V) solutions 0.1–0.9 mol/L HCl—0.9–0.1 mol/L HNO<sub>3</sub>—100 mg Pd(II)/L (<b>c</b>,<b>d</b>).</p>
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<p>Comparison of the breakthrough curves of Pd(II) ion adsorption on Lewatit<sup>®</sup> VP OC 1065 (<b>a</b>,<b>c</b>) and Diaion™ CR20 (<b>b</b>,<b>d</b>) from the chloride 0.1–6 mol/L HCl—100 mg Pd(II)/L (<b>a</b>,<b>b</b>) and the chloride-nitrate(V) solutions 0.1–0.9 mol/L HCl—0.9–0.1 mol/L HNO<sub>3</sub>—100 mg Pd(II)/L (<b>c</b>,<b>d</b>).</p>
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<p>Comparison of the adsorption (%<span class="html-italic">S</span>) and desorption (%<span class="html-italic">D</span>) efficiency of Pd(II) ions on/from (<b>a</b>) Diaion™ CR20, (<b>b</b>) Lewatit<sup>®</sup> VP OC 1065 ion exchangers in three adsorption–desorption cycles using ammonium hydroxide solutions.</p>
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<p>Effects of simultaneous presence of Pd(II) and Cu(II) ions in the solutions on their sorption yield on the Diaion™ CR20 and Lewatit<sup>®</sup> VP OC 1065 ion exchangers from the S (single) and B (bi-component) solutions.</p>
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<p>Diaion™ CR20 (<b>a</b>,<b>c</b>) and Lewatit<sup>®</sup> VP OC 1065 (<b>b</b>,<b>d</b>) ion exchange resins beads before the adsorption (<b>a</b>,<b>b</b>) (magnification 5×) and after the Cu(II) and Pd(II) adsorption (<b>c</b>,<b>d</b>) (magnification 2.5×).</p>
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20 pages, 12015 KiB  
Article
Probabilistic Assessment of the Impact of Electric Vehicle Fast Charging Stations Integration into MV Distribution Networks Considering Annual and Seasonal Time-Series Data
by Oscar Mauricio Hernández-Gómez and João Paulo Abreu Vieira
Energies 2024, 17(18), 4624; https://doi.org/10.3390/en17184624 - 15 Sep 2024
Viewed by 309
Abstract
Electric vehicle (EV) fast charging stations (FCSs) are essential for achieving net-zero carbon emissions. However, their high power demands pose technical hurdles for medium-voltage (MV) distribution networks, resulting in energy losses, equipment performance issues, overheating, and unexpected tripping. Integrating FCSs into the grid [...] Read more.
Electric vehicle (EV) fast charging stations (FCSs) are essential for achieving net-zero carbon emissions. However, their high power demands pose technical hurdles for medium-voltage (MV) distribution networks, resulting in energy losses, equipment performance issues, overheating, and unexpected tripping. Integrating FCSs into the grid requires considering annual and seasonal variations in EV fast-charging energy consumption. Neglecting these variations can lead to either underestimating or overestimating the impacts of FCSs on the networks. This paper introduces a probabilistic method to assess voltage profile violations, overload capacity, and increased power losses due to FCSs. By incorporating annual and seasonal time-series data, the method accounts for uncertainties related to EV fast charging. Applied to an MV feeder in Brazil, our evaluations highlight the impact of annual power consumption seasonality on EV-grid integration studies. Considering seasonal dependency is crucial for precise impact assessments of MV distribution networks. The proposed method aids utility engineers and planners in quantifying and mitigating the effects of EV fast charging, contributing to more reliable MV grid integration strategies. Full article
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<p>Thematic map of the keyword search.</p>
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<p>Flow chart of the proposed probabilistic method.</p>
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<p>Interaction between the quasi-dynamic models and network elements.</p>
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<p>Weibull’s probability distributions used for SOC<sub>ini</sub> and SOC<sub>fin</sub> (<b>a</b>) With shape = 3 and scale = 20 for SOC<sub>ini</sub>; (<b>b</b>) With shape = 13 and scale = 80 for SOC<sub>fin</sub>.</p>
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<p>Diagram of the process to generate the load profile of an FCS.</p>
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<p>BENBN-01 feeder for Case 2.</p>
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<p>(<b>a</b>) Annual voltage profile on bus B_389; (<b>b</b>) Voltage profile on 26 February. (<b>c</b>) Voltage profile on 20 August. The black dashed lines show the interval corresponding to seasons 1 and 2. The red dashed line show the voltage limit.</p>
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<p>(<b>a</b>) Annual voltage profile on bus B_389; (<b>b</b>) Voltage profile on 26 February. (<b>c</b>) Voltage profile on 20 August. The black dashed lines show the interval corresponding to seasons 1 and 2. The red dashed line show the voltage limit.</p>
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<p>Boxplot of voltage on bus B_389 for Case 1 (yellow), Case 2 (blue), and Case 3 (green).</p>
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<p>(<b>a</b>) Annual feeder load profile on bus B_389; (<b>b</b>) Feeder load profile on 26 February; (<b>c</b>) Feeder load profile on 20 August. The black dashed lines show the interval corresponding to seasons 1 and 2. The red dashed line show the loading limit.</p>
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<p>Boxplot of feeder load for Case 1 (yellow), Case 2 (blue), and Case 3 (green).</p>
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<p>(<b>a</b>) Annual regulator load profile on bus B_389. (<b>b</b>) Regulator load profile on 26 February. (<b>c</b>) Regulator load profile on 20 August. The black dashed lines show the interval corresponding to seasons 1 and 2. Red line show the loading limit.</p>
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<p>(<b>a</b>) Annual regulator load profile on bus B_389. (<b>b</b>) Regulator load profile on 26 February. (<b>c</b>) Regulator load profile on 20 August. The black dashed lines show the interval corresponding to seasons 1 and 2. Red line show the loading limit.</p>
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<p>Boxplot of regulator load for Case 1 (yellow), Case 2 (blue), and Case 3 (green).</p>
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<p>Boxplot of technical losses percentage for Case 1 (yellow), Case 2 (blue), and Case 3 (green).</p>
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<p>Probability of limit violations of technical losses and undervoltage over the year.</p>
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<p><span class="html-italic">p</span>-values of the Mann–Whitney test for Bus B_389 voltage. Red color indicates <span class="html-italic">p</span>-values less than 0.05 while green represents <span class="html-italic">p</span>-values greater than 0.05.</p>
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<p><span class="html-italic">p</span>-values of the Mann–Whitney test for feeder losses. Red color indicates <span class="html-italic">p</span>-values less than 0.05 while green represents <span class="html-italic">p</span>-values greater than 0.05.</p>
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30 pages, 4928 KiB  
Review
Technological Advancements and Prospects for Near-Zero-Discharge Treatment of Semi-Coking Wastewater
by Bingxu Quan, Yuanhui Tang, Tingting Li, Huifang Yu, Tingting Cui, Chunhui Zhang, Lei Zhang, Peidong Su and Rui Zhang
Water 2024, 16(18), 2614; https://doi.org/10.3390/w16182614 - 15 Sep 2024
Viewed by 460
Abstract
This review examines the technological bottlenecks, potential solutions, and future development directions in the treatment and resource utilization of semi-coking wastewater (SCOW) in China. By comprehensively investigating the semi-coking industry and analyzing wastewater treatment research hotspots and existing projects, this study systematically explores [...] Read more.
This review examines the technological bottlenecks, potential solutions, and future development directions in the treatment and resource utilization of semi-coking wastewater (SCOW) in China. By comprehensively investigating the semi-coking industry and analyzing wastewater treatment research hotspots and existing projects, this study systematically explores the current status and challenges of each treatment unit, emphasizing the necessity for innovative wastewater treatment technologies that offer high efficiency, engineering feasibility, environmental friendliness, and effective resource recovery. This review highlights prospects and recommendations, including the development of novel extractants for phenol and ammonia recovery, a deeper understanding of biological enhancement mechanisms, exogenous bio-enhancement materials, and the creation of cost-effective advanced oxidation process (AOP)-based combined processes. Additionally, it underscores the potential for repurposing SCOW as a valuable resource through appropriate treatment, whether recycling for production or other applications. Full article
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<p>The comparison of water quality between typical SCOW and COW.</p>
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<p>A flow diagram of the conventional SCOW treatment process.</p>
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<p>Electrostatic adsorption mechanism of CTAB microemulsion extraction of phenol (<b>a</b>, before extraction; <b>b</b>, the extraction in progress; <b>c</b>, after the extraction) [<a href="#B48-water-16-02614" class="html-bibr">48</a>].</p>
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<p>Bio-enhancement strategies and possible mechanisms. (<b>a</b>) International relationship of the microbial metabolism of typical pollutants in CCW [<a href="#B64-water-16-02614" class="html-bibr">64</a>]; (<b>b</b>) possible enhancement mechanism of microorganisms [<a href="#B94-water-16-02614" class="html-bibr">94</a>]; (<b>c</b>) mechanism of microbial evolution during the degradation of pollutants [<a href="#B95-water-16-02614" class="html-bibr">95</a>]; (<b>d</b>) future directions of the exogenous enhancement strategy [<a href="#B64-water-16-02614" class="html-bibr">64</a>].</p>
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<p>The mechanisms of the conventional AOPs and degradation path of typical pollutants.</p>
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<p>The comparison of different catalysts used for persulfate activation.</p>
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<p>The mechanisms of pollutant removal and membrane pollution mitigation via REM as the cathode.</p>
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<p>A flow diagram of a typical SCOW treatment process achieving NZD and resource utilization.</p>
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<p>Flow diagrams of optimized phenol and ammonia recovery process.</p>
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20 pages, 5653 KiB  
Article
Unleashing the Power of Contrastive Learning for Zero-Shot Video Summarization
by Zongshang Pang, Yuta Nakashima, Mayu Otani and Hajime Nagahara
J. Imaging 2024, 10(9), 229; https://doi.org/10.3390/jimaging10090229 - 14 Sep 2024
Viewed by 206
Abstract
Video summarization aims to select the most informative subset of frames in a video to facilitate efficient video browsing. Past efforts have invariantly involved training summarization models with annotated summaries or heuristic objectives. In this work, we reveal that features pre-trained on image-level [...] Read more.
Video summarization aims to select the most informative subset of frames in a video to facilitate efficient video browsing. Past efforts have invariantly involved training summarization models with annotated summaries or heuristic objectives. In this work, we reveal that features pre-trained on image-level tasks contain rich semantic information that can be readily leveraged to quantify frame-level importance for zero-shot video summarization. Leveraging pre-trained features and contrastive learning, we propose three metrics featuring a desirable keyframe: local dissimilarity, global consistency, and uniqueness. We show that the metrics can well-capture the diversity and representativeness of frames commonly used for the unsupervised generation of video summaries, demonstrating competitive or better performance compared to past methods when no training is needed. We further propose a contrastive learning-based pre-training strategy on unlabeled videos to enhance the quality of the proposed metrics and, thus, improve the evaluated performance on the public benchmarks TVSum and SumMe. Full article
(This article belongs to the Special Issue Deep Learning in Computer Vision)
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<p>A comparison between our method and previous work.</p>
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<p>A conceptual illustration for the three metrics: local dissimilarity, global consistency, and uniqueness in the semantic space. The images come from the SumMe [<a href="#B34-jimaging-10-00229" class="html-bibr">34</a>] and TVSum [<a href="#B31-jimaging-10-00229" class="html-bibr">31</a>] datasets. The dots with the same color indicate features from the same video. For concise demonstration, we only show one frame for “Video 2” and “Video 3” to show the idea of uniqueness.</p>
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<p>TSNE plots for all 25 SumMe videos. As can be observed, many videos contain features that slowly evolve and maintain an overall similarity among all the frames.</p>
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<p>The histogram (density) of <math display="inline"><semantics> <msubsup> <mover accent="true"> <mi mathvariant="script">L</mi> <mo stretchy="false">¯</mo> </mover> <mi>uniform</mi> <mo>*</mo> </msubsup> </semantics></math> (before normalization) for TVSum and SumMe videos. SumMe videos have distinctly higher values than those for TVSum videos.</p>
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<p>Ablation results over <math display="inline"><semantics> <msub> <mi>λ</mi> <mn>1</mn> </msub> </semantics></math> and <span class="html-italic">a</span> when using <math display="inline"><semantics> <msub> <mover accent="true"> <mi mathvariant="script">L</mi> <mo stretchy="false">¯</mo> </mover> <mi>align</mi> </msub> </semantics></math> &amp; <math display="inline"><semantics> <msub> <mover accent="true"> <mi>H</mi> <mo stretchy="false">¯</mo> </mover> <mover accent="true"> <mi>θ</mi> <mo stretchy="false">^</mo> </mover> </msub> </semantics></math> to produce importance scores.</p>
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<p>Ablation results over <math display="inline"><semantics> <msub> <mi>λ</mi> <mn>1</mn> </msub> </semantics></math> and <span class="html-italic">a</span> when using <math display="inline"><semantics> <msub> <mover accent="true"> <mi mathvariant="script">L</mi> <mo stretchy="false">¯</mo> </mover> <mi>align</mi> </msub> </semantics></math> &amp; <math display="inline"><semantics> <msub> <mover accent="true"> <mi>H</mi> <mo stretchy="false">¯</mo> </mover> <mover accent="true"> <mi>θ</mi> <mo stretchy="false">^</mo> </mover> </msub> </semantics></math> &amp; <math display="inline"><semantics> <msub> <mover accent="true"> <mi mathvariant="script">L</mi> <mo stretchy="false">¯</mo> </mover> <mi>uniform</mi> </msub> </semantics></math> to produce importance scores.</p>
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<p>The qualitative analysis of two video examples. The left column contains importance scores, where “GT” stands for ground truth. The <span style="color: #3DBA54">green</span> bar selects an anchor frame with high <math display="inline"><semantics> <msub> <mover accent="true"> <mi mathvariant="script">L</mi> <mo stretchy="false">¯</mo> </mover> <mi>align</mi> </msub> </semantics></math> but low <math display="inline"><semantics> <msub> <mover accent="true"> <mi mathvariant="script">L</mi> <mo stretchy="false">¯</mo> </mover> <mi>uniform</mi> </msub> </semantics></math> or <math display="inline"><semantics> <msub> <mover accent="true"> <mi>H</mi> <mo stretchy="false">¯</mo> </mover> <mover accent="true"> <mi>θ</mi> <mo stretchy="false">^</mo> </mover> </msub> </semantics></math>, the <span style="color: #DB3335">red</span> bar selects one with non-trial magnitude for both metrics, and the <b>black</b> bar selects one with low <math display="inline"><semantics> <msub> <mover accent="true"> <mi mathvariant="script">L</mi> <mo stretchy="false">¯</mo> </mover> <mi>align</mi> </msub> </semantics></math> but high <math display="inline"><semantics> <msub> <mover accent="true"> <mi mathvariant="script">L</mi> <mo stretchy="false">¯</mo> </mover> <mi>uniform</mi> </msub> </semantics></math> or <math display="inline"><semantics> <msub> <mover accent="true"> <mi>H</mi> <mo stretchy="false">¯</mo> </mover> <mover accent="true"> <mi>θ</mi> <mo stretchy="false">^</mo> </mover> </msub> </semantics></math>. We show five samples from the top 10 semantic nearest neighbors within the dashed boxes on the right for each selected anchor frame.</p>
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13 pages, 4669 KiB  
Article
The Light Wavelength, Intensity, and Biasing Voltage Dependency of the Dark and Photocurrent Densities of a Solution-Processed P3HT:PC61BM Photodetector for Sensing Applications
by Farjana Akter Jhuma, Kentaro Harada, Muhamad Affiq Bin Misran, Hin-Wai Mo, Hiroshi Fujimoto and Reiji Hattori
Nanomaterials 2024, 14(18), 1496; https://doi.org/10.3390/nano14181496 - 14 Sep 2024
Viewed by 160
Abstract
The promising possibility of an organic photodetector (OPD) is emerging in the field of sensing applications for its tunable absorption range, flexibility, and large-scale fabrication abilities. In this work, we fabricated a bulk heterojunction OPD with a device structure of glass/ITO/PEDOT:PSS/P3HT:PC61BM/Al [...] Read more.
The promising possibility of an organic photodetector (OPD) is emerging in the field of sensing applications for its tunable absorption range, flexibility, and large-scale fabrication abilities. In this work, we fabricated a bulk heterojunction OPD with a device structure of glass/ITO/PEDOT:PSS/P3HT:PC61BM/Al using the spin-coating process and characterized the dark and photocurrent densities at different applied bias conditions for red, green, and blue incident LEDs. The OPD photocurrent density exhibited a magnitude up to 2.5–3 orders higher compared to the dark current density at a −1 V bias while it increased by up to 3–4 orders at zero bias conditions for red, green, and blue lights, showing an increasing trend when a higher voltage is applied in the negative direction. Different OPD inner periphery shapes, the OPD to LED distance, and OPD area were also considered to bring the variation in the OPD dark and photocurrent densities, which can affect the on/off ratio of the OPD–LED hybrid system and is a critical phenomenon for any sensing application. Full article
27 pages, 16054 KiB  
Article
Mitigating Disparate Elevation Differences between Adjacent Topobathymetric Data Models Using Binary Code
by William M. Cushing and Dean J. Tyler
Remote Sens. 2024, 16(18), 3418; https://doi.org/10.3390/rs16183418 - 14 Sep 2024
Viewed by 177
Abstract
Integrating coastal topographic and bathymetric data for creating regional seamless topobathymetric digital elevation models of the land/water interface presents a complex challenge due to the spatial and temporal gaps in data acquisitions. The Coastal National Elevation Database (CoNED) Applications Project develops topographic (land [...] Read more.
Integrating coastal topographic and bathymetric data for creating regional seamless topobathymetric digital elevation models of the land/water interface presents a complex challenge due to the spatial and temporal gaps in data acquisitions. The Coastal National Elevation Database (CoNED) Applications Project develops topographic (land elevation) and bathymetric (water depth) regional scale digital elevation models by integrating multiple sourced disparate topographic and bathymetric data models. These integrated regional models are broadly used in coastal and climate science applications, such as sediment transport, storm impact, and sea-level rise modeling. However, CoNED’s current integration method does not address the occurrence of measurable vertical discrepancies between adjacent near-shore topographic and bathymetric data sources, which often create artificial barriers and sinks along their intersections. To tackle this issue, the CoNED project has developed an additional step in its integration process that collectively assesses the input data to define how to transition between these disparate datasets. This new step defines two zones: a micro blending zone for near-shore transitions and a macro blending zone for the transition between high-resolution (3 m or less) to moderate-resolution (between 3 m and 10 m) bathymetric datasets. These zones and input data sources are reduced to a multidimensional array of zeros and ones. This array is compiled into a 16-bit integer representing a vertical assessment for each pixel. This assessed value provides the means for dynamic pixel-level blending between disparate datasets by leveraging the 16-bit binary notation. Sample site RMSE assessments demonstrate improved accuracy, with values decreasing from 0.203–0.241 using the previous method to 0.126–0.147 using the new method. This paper introduces CoNED’s unique approach of using binary code to improve the integration of coastal topobathymetric data. Full article
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<p>Spatial extent of Coastal National Elevation Database’s (CoNED’s) regional topobathymetric model (TBDEM) products for the conterminous United States (CONUS) averaging 40,000 km<sup>2</sup>. Each data series is color-coded, representing its publication year, with 12 published between 2016 and 2023.</p>
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<p>The top half highlights an example of an artificial sink that occurs when high-resolution topobathymetric data are merged with coarser interpolated sonar records. The missing topobathymetric data are typically a result of poor water clarity, resulting in invalid lidar returns. The red line is a cross section of the sink with its elevation profile to the top right half. The bottom half highlights an example of an artificial barrier that occurs when older topographic elevation exposes areas of shoreline recession. These also typically occur when there are voids in the topobathymetric data, exposing the older topographic data that has receded. The green line is a cross section of the barrier artifact, and to the far right is its elevation profile—satellite imagery credit to Google and Airbus.</p>
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<p>(<b>A</b>) is the topobathymetric elevation model method (TEMM) integration workflow [<a href="#B3-remotesensing-16-03418" class="html-bibr">3</a>]. (<b>B</b>) highlights where the new micro/macro blending is added in the TEMM integration workflow.</p>
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<p>A map of the St. Augustine, Florida, coast illustrating the locations of the macro blending zone (MiBZ) [black] and macro blending zone (MaBZ) [white] transition zones. The red inset map shows the MiBZ and includes hydrologic breaklines (yellow lines) defined by the high-resolution topographic digital elevation models (DEMs). The green inset map is at the same scale as the MiBZ inset but highlights the typical location and a wider MaBZ.</p>
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<p>In the illustration, five datasets are grouped in the topobathymetric category (CAT02) assigned priorities one through five. The stacking order is in descending order with priority five on the bottom and one at the top. The solid gray color indicates land, the speckled black is bathymetric elevations, and the white indicates no data. The final composite DEM is made of primarily the 2021 priority one dataset, but where no data exist, the lower priority data are used to fill the no-data spaces in succession. Priority five dataset is not applied in the composite because the higher priority datasets cover that layer with data. The composite still has some no-data space in the lower right corner because none of the input sources had valid elevation data seen in panel B.</p>
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<p>Binary pair created from a category composite digital elevation model (DEM). Panel (<b>A</b>) illustrates pixel values in a composite DEM, where the blank squares (pixels) represent no data. Panel (<b>B</b>) illustrates the binary classification for the data/no-data binary layer, where a 1 represents pixels with valid elevation and a 0 represents pixels with no data. Panel (<b>C</b>) illustrates the binary classification of elevations below or above mean sea level (MSL), where a 1 represents a pixel at or below MSL and a 0 represents both pixels above MSL and no-data pixels. Together panels (<b>B</b>,<b>C</b>) represent a binary Pair.</p>
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<p>Three steps in converting 16 binary layers into a single band 16-bit integer Bit-pack geospatial data layer. Step 1 is stacking the 16 binary layers based on priority into a single 16-band data array. Step 2 is compiling the 16-band data array into a 2D 16-bit integer array that represents each pixel’s z-axis binary code. Step 3 is converting the 2D array into a geospatial readable raster format with appropriate geospatial positioning.</p>
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<p>Illustration of the removal of a receded shoreline. Panel (<b>A</b>) shows the ghost shoreline artifact. Panel (<b>B</b>) confirms the recession of the shoreline. Panel (<b>C</b>) is the resulting Bit-pack dataset indicating interpolation in the green area. Panel (<b>D</b>) is the result of an algorithm applying the information from Bit-pack results to create an improved representation of near-shore bathymetry. The red line indicates the topographic best available shoreline, and the black line represents the prior shoreline based on an earlier surface data acquisition. This example is east of the Cape Canaveral Launch Complex 46.</p>
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<p>Illustration of a 16-bit binary code. The smaller text on top indicates the position of the binary code from left to right. The larger 1s and 0s are the binary switches that compose a 16-bit binary integer. To the right of the equal sign is the integer value that the sequence of 1s and 0s represents. The arrows point to the description of each position or pair of positions. As of publishing, the “Open” label under positions 9, 8, and 1, 0 are not being used for analysis but are available for future use.</p>
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<p>The gridded squares represent a multidimensional spatial illustration of a binary stack. This stack of binary data layers represents the 16 layers to build the Bit-pack data layer noted at the top of the diagram in color. The description of each layer is to the right of the individual layer or layer pair. To the right of the binary stack is the position number that the layer is in the binary code. The two vertical lines transecting the binary stack highlight the two vertical stacks of pixels that, when compiled, represent the value 48,184.</p>
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<p>Illustration of the map algebra expressions used to generate the micro blending zone. The upper left grid represents the CAT01 composite digital elevation model. The upper right grid, labeled Null Data (eq1), is the result of the first expression that identifies no-data pixels as “1” and pixels with data as “0.” An expanded expression is applied to the no data to extend the 0 values out of three pixels, replacing their respective 1 value to create the Expanded Data (eq2) grid at the bottom left. The final expression sums the no-data and Expanded Data grids, then reassigns all the pixels not equal to 1 to 0. This results in the micro blending zone, where 1s indicate the micro zone and 0s are the pixels outside the zone. Each map algebra expression is defined at the bottom with the number corresponding to the equation grid (eq).</p>
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<p>Sample chart comparing inverse distance weighting (IDW) interpolated profile (black dashed line), source moderate-resolution (MR) profile (blue dotted line), progressive weighted interpolation (Δ<span class="html-italic">pw</span>) profile (solid green line), and the slope weighted interpolation (SWI) profile (red dashed line).</p>
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<p>This series of maps and profile graph shows the change in bathymetric values inside the macro blending zone (MaBZ) from an unblended digital elevation model (DEM), inverse distance weighting (IDW) interpolation, and weighted slope interpolation (WSI). The top left map is an unblended composite DEM, and the middle map is the same composite with an IDW interpolation applied in the zone. The right map is the same composite with the WSI applied in the zone. The elevation profile chart graphs each transect, and the line color corresponds to the respective map on which the transect is located.</p>
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<p>Panel (<b>A</b>) shows an unblended composite digital elevation model (DEM) as context to show how and where pixels are modified during this step. Panel (<b>B</b>) shows what category composite DEMs or blending methods are applied to create a micro/macro blended DEM. CAT01, CAT02, and CAT04 indicate the use of those respective composite DEMs, WSI indicates the use of the weighted slope interpolations, INMIN indicates the use of the input minimum value method, and INZERO indicates the use of the input zero truncated surface method. Panel (<b>C</b>) shows the results of implementing the interpolation methods indicated in panel B using the micro/macro method. Panel (<b>D</b>) is an aerial image to provide context. The polygons indicate the locations of the micro (red) and macro (orange) zones. The black-hatched polygons are areas where no interpolation is applied.</p>
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<p>This binary code for integer 47,356 illustrates how to identify data anomalies by analyzing the sequence of ones and zeros or switches in the binary code. This code sequence reveals that the CAT02 input data are likely errant values because these data deviate from the priority current topographic input, CAT01, as well as from the lower priority inputs.</p>
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<p>Example for Bit-pack value range aggregation. On the left is the original Bit-pack result for a spatial extent with unique values. The right is the results of joining the classification lookup table (LUT) with the Bit-pack dataset and aggregating to the elevation interpolation classification (EIC). The EIC has a potential of eight classes, but in this example spatial extent, only five classes are indicated.</p>
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<p>Visual representation of the six high-level steps of applying the micro/macro interpolation blending and applying it to the final topobathymetric elevation model (TBDEM). Panel (<b>A</b>) shows a composite of the five elevation categories, and panel (<b>B</b>) shows the mask used to remove the blending zones requiring interpolation. Panel (<b>C</b>) shows the results of removing those blending zones. Panel (<b>D</b>) shows the results of the inverse distance weighting (IDW) interpolation of the blending zones. Panel (<b>E</b>) indicates where the three blending methods (input minimum value [INMIN], input zero truncated surface [INZERO], and weighted slope interpolation [WSI]) will be applied; the green shade refers to valid input data. Panel (<b>F</b>) shows applied blending to zones in the final TBDEM product.</p>
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<p>Illustration of the quantitative micro blending zone root mean squared error (RMSE) analysis results. The three-color shaded relief maps represent the data sources used in the RMSE analysis. The top left map represents the topobathymetric control data source, the middle map represents the unblended topobathymetric elevation modeling method (TEMM) topobathymetric elevation model (TBDEM), and the map on the right represents the micro blending method. The white horizontal hatch feature in all the maps represents the area where the micro blending occurred and is the area used to derive the RMSE values. The line segments on the maps represent the elevation profile chart below the maps. The line color in each map corresponds to the profile on the chart. The white segments on the chart are the intersection of the elevation profiles and the micro blending zone analysis. The gray areas on the chart are the segments along the profile that reflect the source elevations with no interpolation. Note that the elevation range on the y-axis is 1.5 m, well within the error range of the typical submerged topobathymetric measurements. The white patches in the control map are areas where no valid lidar point could be acquired.</p>
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<p>Illustration of the quantitative macro blending zone root mean squared error (RMSE) analysis results. The three-color shaded relief maps represent the data sources used in the RMSE analysis. The top left map represents the topobathymetric control data source, the middle map represents the unblended topobathymetric elevation modeling method (TEMM) topobathymetric elevation model (TBDEM), and the map on the right represents the macro blending method. The white horizontal hatch feature in all the maps represents the area where the macro blending occurred and is the area used to derive the RMSE values. The line segments on the maps represent the elevation profile chart below the maps. The line color in each map corresponds to the profile on the chart. The white segment on the chart is the intersection of the elevation profiles and the macro blending zone analysis. The gray areas on the chart are the segments along the profile that reflect the source elevations with no interpolation. Note that the elevation range on the y-axis is 2 m, well within the error range of the typical submerged topobathymetric measurements.</p>
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<p>This is a general high-level workflow (WF) diagram of the topobathymetric elevation modeling method (TEMM) integration component (TIC) micro/macro blending method. Each step (process or output) is notated with a WF and number (WF-N) inside a black circle. These step notations are referenced in the text to visually illustrate where in the workflow each process and output occurs.</p>
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13 pages, 1781 KiB  
Article
SEAIS: Secure and Efficient Agricultural Image Storage Combining Blockchain and Satellite Networks
by Haotian Yang, Pujie Jing, Zihan Wu, Lu Liu and Pengyan Liu
Mathematics 2024, 12(18), 2861; https://doi.org/10.3390/math12182861 - 14 Sep 2024
Viewed by 236
Abstract
The image integrity of real-time monitoring is crucial for monitoring crop growth, helping farmers and researchers improve production efficiency and crop yields. Unfortunately, existing schemes just focus on ground equipment and drone imaging, neglecting satellite networks in remote or extreme environments. Given that [...] Read more.
The image integrity of real-time monitoring is crucial for monitoring crop growth, helping farmers and researchers improve production efficiency and crop yields. Unfortunately, existing schemes just focus on ground equipment and drone imaging, neglecting satellite networks in remote or extreme environments. Given that satellite internet features wide area coverage, we propose SEAIS, a secure and efficient agricultural image storage scheme combining blockchain and satellite networks. SEAIS presents the mathematical model of image processing and transmission based on satellite networks. Moreover, to ensure the integrity and authenticity of image data during pre-processing such as denoising and enhancement, SEAIS includes a secure agricultural image storage and verification method based on blockchain, homomorphic encryption, and zero-knowledge proof. Specifically, images are stored via IPFS, with hash values and metadata recorded on the blockchain, ensuring immutability and transparency. The simulation results show that SEAIS exhibits more stable and efficient processing times in extreme environments. Also, it maintains low on-chain storage overhead, enhancing scalability. Full article
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<p>Agricultural image processing and storage model.</p>
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<p>Time overhead of image encryption and decryption. (<b>a</b>) Impact of variations in the image size on time overhead; (<b>b</b>) impact of variations in the number of images on time overhead.</p>
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<p>Transmission time comparison. (<b>a</b>) Impact of variations in the image size on transmission time; (<b>b</b>) impact of variations in the number of images on transmission time.</p>
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<p>Agricultural image storage overhead.</p>
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20 pages, 2961 KiB  
Article
Leveraging Large Language Models with Chain-of-Thought and Prompt Engineering for Traffic Crash Severity Analysis and Inference
by Hao Zhen, Yucheng Shi, Yongcan Huang, Jidong J. Yang and Ninghao Liu
Computers 2024, 13(9), 232; https://doi.org/10.3390/computers13090232 - 14 Sep 2024
Viewed by 294
Abstract
Harnessing the power of Large Language Models (LLMs), this study explores the use of three state-of-the-art LLMs, specifically GPT-3.5-turbo, LLaMA3-8B, and LLaMA3-70B, for crash severity analysis and inference, framing it as a classification task. We generate textual narratives from original traffic crash tabular [...] Read more.
Harnessing the power of Large Language Models (LLMs), this study explores the use of three state-of-the-art LLMs, specifically GPT-3.5-turbo, LLaMA3-8B, and LLaMA3-70B, for crash severity analysis and inference, framing it as a classification task. We generate textual narratives from original traffic crash tabular data using a pre-built template infused with domain knowledge. Additionally, we incorporated Chain-of-Thought (CoT) reasoning to guide the LLMs in analyzing the crash causes and then inferring the severity. This study also examine the impact of prompt engineering specifically designed for crash severity inference. The LLMs were tasked with crash severity inference to: (1) evaluate the models’ capabilities in crash severity analysis, (2) assess the effectiveness of CoT and domain-informed prompt engineering, and (3) examine the reasoning abilities with the CoT framework. Our results showed that LLaMA3-70B consistently outperformed the other models, particularly in zero-shot settings. The CoT and Prompt Engineering techniques significantly enhanced performance, improving logical reasoning and addressing alignment issues. Notably, the CoT offers valuable insights into LLMs’ reasoning process, unleashing their capacity to consider diverse factors such as environmental conditions, driver behavior, and vehicle characteristics in severity analysis and inference. Full article
(This article belongs to the Special Issue Natural Language Processing (NLP) and Large Language Modelling)
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<p>Illustration of textual narrative generation.</p>
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<p>Zero-shot (ZS).</p>
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<p>Zero-shot with CoT (ZS_CoT).</p>
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<p>Zero-shot with prompt engineering (ZS_PE).</p>
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<p>Zero-shot with prompt engineering &amp; CoT (ZS_PE_CoT).</p>
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<p>Few shot (FS).</p>
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<p>Exemplar responses of LLMs in different settings.</p>
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<p>Effect of PE or CoT separately.</p>
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<p>Performance comparison of models in ZS, ZS_PE, and ZS_PE_CoT.</p>
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<p>Word cloud for correctly inferred “Minor or non-injury accident” in the ZS_CoT setting.</p>
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<p>Word cloud for correctly inferred “Serious injury accident” in the ZS_CoT setting.</p>
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<p>Word cloud for correctly inferred “Fatal accident” in the ZS_CoT setting.</p>
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<p>Output examples for fatal accidents from LLaMA3-70B in ZS_CoT setting.</p>
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18 pages, 7240 KiB  
Article
Artificial Neural Network-Based Route Optimization of a Wind-Assisted Ship
by Cem Guzelbulut, Timoteo Badalotti, Yasuaki Fujita, Tomohiro Sugimoto and Katsuyuki Suzuki
J. Mar. Sci. Eng. 2024, 12(9), 1645; https://doi.org/10.3390/jmse12091645 - 14 Sep 2024
Viewed by 217
Abstract
The International Maritime Organization aims for net-zero carbon emissions in the maritime industry by 2050. Among various alternatives, route optimization holds an important place as it does not require any additional component-related costs. Especially for wind-assisted ships, the effectiveness of different sailing systems [...] Read more.
The International Maritime Organization aims for net-zero carbon emissions in the maritime industry by 2050. Among various alternatives, route optimization holds an important place as it does not require any additional component-related costs. Especially for wind-assisted ships, the effectiveness of different sailing systems can be improved significantly through route optimization. However, finding the ship’s optimal route is computationally expensive when the totality of possible weather conditions is taken into consideration. To determine the optimal route that minimizes energy consumption, an energy model based on the environmental conditions, ship route and ship speed was built using artificial neural networks. The energy consumed for given input data was calculated using a ship dynamics model and a database was generated to train the artificial neural networks, which predict how much energy is consumed depending on the route followed in given environmental conditions. Then, such networks were exploited to derive the optimal routes for all the relevant operational conditions. It was found that route optimization can reduce the overall ship energy consumption depending on the weather conditions of the environment by up to 9.7% without any increase in voyage time and by up to 35% with a 10% delay in voyage time. The proposed methodology can be applied to any ship by training real weather conditions and provides a framework for reducing energy consumption and greenhouse gas emissions during the service life of ships. Full article
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<p>Description of coordinate systems.</p>
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<p>Progressive route updates.</p>
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<p>Definition of parameters for describing the V-shaped route.</p>
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<p>Workflow of the proposed route optimization method.</p>
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<p>Investigation of the controller effectiveness: (<b>a</b>) Wind speed and direction distribution on a map showing three reference routes, and (<b>b</b>) the comparison of the simulated routes with controller and reference routes, (<b>c</b>) the variation in the propeller speed and (<b>d</b>) the rudder angle along the route.</p>
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<p>Investigation of the controller effectiveness: (<b>a</b>) Wind speed and direction distribution on a map showing three reference routes, and (<b>b</b>) the comparison of the simulated routes with controller and reference routes, (<b>c</b>) the variation in the propeller speed and (<b>d</b>) the rudder angle along the route.</p>
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<p>(<b>a</b>) Artificial neural network model used in the study. (<b>b</b>–<b>d</b>) Regression performance of the artificial neural network model for training, test and validation data.</p>
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<p>The distribution of wind speed and direction in (<b>a</b>) Case 1, (<b>b</b>) Case 2 and (<b>c</b>) Case 3.</p>
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<p>The distribution of wind speed and direction in (<b>a</b>) Case 1, (<b>b</b>) Case 2 and (<b>c</b>) Case 3.</p>
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<p>The effect of a different number of divisions on the (<b>a</b>) optimal route, (<b>b</b>) propeller power and (<b>c</b>) ship speed in Case 1.</p>
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<p>The effect of a different number of divisions on the (<b>a</b>) optimal route, (<b>b</b>) propeller power and (<b>c</b>) ship speed with a voyage time constraint in Case 1.</p>
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<p>The effect of different numbers of divisions on the (<b>a</b>) optimal route, (<b>b</b>) propeller power and (<b>c</b>) ship speed with a voyage time constraint in Case 2.</p>
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<p>The effect of a different number of divisions on the (<b>a</b>) optimal route, (<b>b</b>) propeller power and (<b>c</b>) ship speed with a voyage time constraint in Case 3.</p>
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<p>Variation in trajectory, propeller power and ship speed depending on the allowance to time delays of 3%, 5% and 10% for (<b>a</b>) the first, (<b>b</b>) second and (<b>c</b>) third cases.</p>
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<p>Comparison of the straight route and optimal routes in terms of energy consumption depending on the allowance of time delay for Case 1, Case 2 and Case 3.</p>
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13 pages, 4545 KiB  
Article
Comparison of Levitation Properties between Bulk High-Temperature Superconductor Blocks and High-Temperature Superconductor Tape Stacks Prepared from Commercial Coated Conductors
by Anke Kirchner, Tilo Espenhahn, Sebastian Klug, Kornelius Nielsch and Ruben Hühne
Materials 2024, 17(18), 4516; https://doi.org/10.3390/ma17184516 - 14 Sep 2024
Viewed by 184
Abstract
Bulk high-temperature superconductors (HTSs) such as REBa2Cu3O7−x (REBCO, RE = Y, Gd) are commonly used in rotationally symmetric superconducting magnetic bearings. However, such bulks have several disadvantages such as brittleness, limited availability and high costs [...] Read more.
Bulk high-temperature superconductors (HTSs) such as REBa2Cu3O7−x (REBCO, RE = Y, Gd) are commonly used in rotationally symmetric superconducting magnetic bearings. However, such bulks have several disadvantages such as brittleness, limited availability and high costs due to the time-consuming and energy-intensive fabrication process. Alternatively, tape stacks of HTS-coated conductors might be used for these devices promising an improved bearing efficiency due to a simplification of manufacturing processes for the required shapes, higher mechanical strength, improved thermal performance, higher availability and therefore potentially reduced costs. Hence, tape stacks with a base area of (12 × 12) mm2 and a height of up to 12 mm were prepared and compared to commercial bulks of the same size. The trapped field measurements at 77 K showed slightly higher values for the tape stacks if compared to bulks with the same size. Afterwards, the maximum levitation forces in zero field (ZFC) and field cooling (FC) modes were measured while approaching a permanent magnet, which allows the stiffness in the vertical and lateral directions to be determined. Similar levitation forces were measured in the vertical direction for bulk samples and tape stacks in ZFC and FC modes, whereas the lateral forces were almost zero for stacks with the REBCO films parallel to the magnet. A 90° rotation of the tape stacks with respect to the magnet results in the opposite behavior, i.e., a high lateral but negligible vertical stiffness. This anisotropy originates from the arrangement of decoupled superconducting layers in the tape stacks. Therefore, a combination of stacks with vertical and lateral alignment is required for stable levitation in a bearing. Full article
(This article belongs to the Special Issue Novel Superconducting Materials and Applications of Superconductivity)
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<p>Images of selected samples: (<b>a</b>) YBCO bulk; (<b>b</b>) tape stack prepared from GdBCO-coated conductors; (<b>c</b>) combination of stacks with different orientations to the magnetic field. The dimensions of all samples shown here are 12 mm × 12 mm × 8 mm.</p>
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<p>Schematic setup of the force measurement (<b>left</b>). The (<b>right</b>) panel shows the measurement procedure for vertical force measurement in zero field cooling (ZFC) and field cooling (FC) modes as well as for the different lateral force measurements.</p>
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<p>(<b>a</b>) Trapped field on the surface of the bulk and tape stack with a sample height of 8 mm; (<b>b</b>) Dependence of the maximum trapped field on the sample height. All data were measured at 77 K after magnetization at 3 T (closed symbols) and 0.35 T (open symbols). The lines are a visual guide.</p>
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<p>Vertical levitation force <span class="html-italic">F</span><sub>z</sub> at 77 K in ZFC mode for: (<b>a</b>) bulk samples and (<b>b</b>) tape stacks with different heights; (<b>c</b>) maximum levitation force <span class="html-italic">F</span><sub>z</sub> dependent on the sample height. The lines are a visual guide.</p>
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<p>Levitation forces for a vertical displacement ∆<span class="html-italic">z</span> = ±2 mm after FC at a distance <span class="html-italic">z</span><sub>0</sub> = 3 mm between permanent magnet and superconductor for bulk samples and tape stacks in parallel (<b>upper row</b>) or perpendicular (<b>lower row</b>) sample position. The values were measured at a temperature of 77 K.</p>
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<p>(<b>a</b>) Stiffness <span class="html-italic">dF</span>/<span class="html-italic">dz</span> for a vertical displacement ∆<span class="html-italic">z</span> = ±2 mm and (<b>b</b>) lateral stiffness <span class="html-italic">dF</span>/<span class="html-italic">dy</span> at a lateral displacement of ∆<span class="html-italic">z</span> = ±2.0 mm dependent on the sample height for bulk samples and tape stacks. The lines are a visual guide.</p>
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<p>Lateral forces for a lateral displacement ∆<span class="html-italic">z</span> = ± 5 mm after FC at a distance <span class="html-italic">z</span><sub>0</sub> = 2 mm between a permanent magnet and the superconductor for bulk samples and tape stacks in parallel (<b>upper row</b>) or perpendicular (<b>lower row</b>) sample position. The values were measured at a temperature of 77 K.</p>
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