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Search Results (133)

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23 pages, 14007 KiB  
Article
Influence of Land Use and Land Cover Changes and Precipitation Patterns on Groundwater Storage in the Mississippi River Watershed: Insights from GRACE Satellite Data
by Padmanava Dash, Sushant Shekhar, Varun Paul and Gary Feng
Remote Sens. 2024, 16(22), 4285; https://doi.org/10.3390/rs16224285 (registering DOI) - 17 Nov 2024
Viewed by 112
Abstract
Growing human demands are placing significant pressure on groundwater resources, causing declines in many regions. Identifying areas where groundwater levels are declining due to human activities is essential for effective resource management. This study investigates the influence of land use and land cover, [...] Read more.
Growing human demands are placing significant pressure on groundwater resources, causing declines in many regions. Identifying areas where groundwater levels are declining due to human activities is essential for effective resource management. This study investigates the influence of land use and land cover, crop types, and precipitation patterns on groundwater level trends across the Mississippi River Watershed (MRW), USA. Groundwater storage changes from 2003 to 2015 were estimated using data from the Gravity Recovery and Climate Experiment (GRACE) satellite mission. A spatiotemporal analysis was conducted at four scales: the entire MRW, groundwater regimes based on groundwater level change rates, 31 states within the MRW, and six USGS hydrologic unit code (HUC)-2 watersheds. The results indicate that the Lower Mississippi region experienced the fastest groundwater decline, with a Sen’s slope of −0.07 cm/year for the mean equivalent water thickness, which was attributed to intensive groundwater-based soybean farming. By comparing groundwater levels with changes in land use, crop types, and precipitation, trends driven by human activities were identified. This work underscores the ongoing relevance of GRACE data and the GRACE Follow-On mission, launched in 2018, which continues to provide vital data for monitoring groundwater storage. These insights are critical for managing groundwater resources and mitigating human impacts on the environment. Full article
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Figure 1

Figure 1
<p>The Mississippi River Watershed with its land use and land cover in 2015.</p>
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<p>A flowchart of the methodology used.</p>
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<p>Groundwater regimes in the Mississippi River Watershed, showing Region 1 with a positive rate of groundwater change, Region 2 with a stable (constant) rate, and Region 3 with a negative rate of groundwater change.</p>
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<p>Groundwater and LULC trends in the entire Mississippi River Watershed. (<b>a</b>) agriculture, (<b>b</b>) forests, (<b>c</b>) rangeland, and (<b>d</b>) urban areas.</p>
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<p>Groundwater trends in (<b>a</b>) Iowa (highest coverage of agriculture), (<b>b</b>) West Virginia (highest coverage of forests), (<b>c</b>) Wyoming (highest coverage of rangelands), and (<b>d</b>) Ohio (highest coverage of urban areas).</p>
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<p>Groundwater trends in the following HUC-2 watersheds: (<b>a</b>) Upper Mississippi (highest coverage of agriculture), (<b>b</b>) Tennessee (highest coverage of forests), (<b>c</b>) Missouri (highest coverage of rangeland), and (<b>d</b>) Ohio (highest coverage of urban areas).</p>
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<p>Groundwater trends in the three groundwater regimes of watersheds. (<b>a</b>) Region 1 with a small positive rate of change in groundwater levels, (<b>b</b>) Region 2 with an almost constant rate of change in groundwater levels, and (<b>c</b>) Region 3 with a high negative rate of change in groundwater levels.</p>
Full article ">Figure 7 Cont.
<p>Groundwater trends in the three groundwater regimes of watersheds. (<b>a</b>) Region 1 with a small positive rate of change in groundwater levels, (<b>b</b>) Region 2 with an almost constant rate of change in groundwater levels, and (<b>c</b>) Region 3 with a high negative rate of change in groundwater levels.</p>
Full article ">Figure 8
<p>Groundwater trends in (<b>a</b>) the state with fastest groundwater change (Mississippi), (<b>b</b>) the state with slowest groundwater change (Kentucky), (<b>c</b>) the HUC-2 watershed with the fastest groundwater change (Lower Mississippi), and (<b>d</b>) the HUC-2 watershed with the slowest groundwater change (Ohio River).</p>
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<p>LULC trends in the groundwater regimes. (<b>a</b>) Region 1 with a slightly positive rate of groundwater change, (<b>b</b>) Region 2 with an almost constant rate of change in groundwater levels, and (<b>c</b>) Region 3 with a significantly negative rate of groundwater change.</p>
Full article ">Figure 9 Cont.
<p>LULC trends in the groundwater regimes. (<b>a</b>) Region 1 with a slightly positive rate of groundwater change, (<b>b</b>) Region 2 with an almost constant rate of change in groundwater levels, and (<b>c</b>) Region 3 with a significantly negative rate of groundwater change.</p>
Full article ">Figure 10
<p>LULC trends in (<b>a</b>) the state with the fastest groundwater change (Mississippi), (<b>b</b>) the state with the slowest groundwater change (Kentucky), (<b>c</b>) the state with the lowest groundwater per pixel (Mississippi), (<b>d</b>) the state with the highest groundwater per pixel (South Dakota), (<b>e</b>) the HUC-2 watershed with the fastest groundwater change (Lower Mississippi), (<b>f</b>) the HUC-2 watershed with the slowest groundwater change (Ohio), (<b>g</b>) the HUC-2 watershed with the lowest groundwater per pixel (Lower Mississippi), and (<b>h</b>) the HUC-2 watershed with the highest groundwater per pixel (Missouri).</p>
Full article ">Figure 10 Cont.
<p>LULC trends in (<b>a</b>) the state with the fastest groundwater change (Mississippi), (<b>b</b>) the state with the slowest groundwater change (Kentucky), (<b>c</b>) the state with the lowest groundwater per pixel (Mississippi), (<b>d</b>) the state with the highest groundwater per pixel (South Dakota), (<b>e</b>) the HUC-2 watershed with the fastest groundwater change (Lower Mississippi), (<b>f</b>) the HUC-2 watershed with the slowest groundwater change (Ohio), (<b>g</b>) the HUC-2 watershed with the lowest groundwater per pixel (Lower Mississippi), and (<b>h</b>) the HUC-2 watershed with the highest groundwater per pixel (Missouri).</p>
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<p>Precipitation trends in the groundwater regimes: (<b>a</b>) Region 1 exhibiting a slightly positive rate of groundwater level change and (<b>b</b>) Region 3 showing a pronounced declining trend in groundwater levels. No significant trends were observed in precipitation for these; however, seasonality is present in the precipitation time series.</p>
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<p>Precipitation trends in (<b>a</b>) Iowa (highest coverage of agriculture), (<b>b</b>) West Virginia (highest coverage of forests), (<b>c</b>) Wyoming (highest coverage of rangeland), (<b>d</b>) Ohio (highest coverage of urban areas), (<b>e</b>) Upper Mississippi watershed (highest coverage of agriculture), (<b>f</b>) Tennessee River watershed (highest coverage of forests), (<b>g</b>) Missouri River watershed (highest coverage of rangeland), and (<b>h</b>) Ohio River watershed (highest coverage of urban areas).</p>
Full article ">Figure 12 Cont.
<p>Precipitation trends in (<b>a</b>) Iowa (highest coverage of agriculture), (<b>b</b>) West Virginia (highest coverage of forests), (<b>c</b>) Wyoming (highest coverage of rangeland), (<b>d</b>) Ohio (highest coverage of urban areas), (<b>e</b>) Upper Mississippi watershed (highest coverage of agriculture), (<b>f</b>) Tennessee River watershed (highest coverage of forests), (<b>g</b>) Missouri River watershed (highest coverage of rangeland), and (<b>h</b>) Ohio River watershed (highest coverage of urban areas).</p>
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<p>Distribution of top 10 crops in entire Mississippi River Watershed in 2015.</p>
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<p>Trends of top five crops in entire Mississippi River Watershed from 2010 to 2015.</p>
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<p>Crop trends in major agricultural states in Mississippi River Watershed.</p>
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<p>Crop trends in HUC-2 watersheds where agriculture is the major land use and land cover class.</p>
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<p>Crop trends in HUC-2 watersheds where agriculture is the major land use and land cover class.</p>
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<p>Validation of groundwater trends from well data for (<b>a</b>) Arkansas, (<b>b</b>) Indiana, (<b>c</b>) Iowa, (<b>d</b>) Louisiana, (<b>e</b>) Mississippi, and (<b>f</b>) Missouri.</p>
Full article ">Figure 17 Cont.
<p>Validation of groundwater trends from well data for (<b>a</b>) Arkansas, (<b>b</b>) Indiana, (<b>c</b>) Iowa, (<b>d</b>) Louisiana, (<b>e</b>) Mississippi, and (<b>f</b>) Missouri.</p>
Full article ">Figure 18
<p>Validation of groundwater trends from well data for the following HUC-2 watersheds: (<b>a</b>) Lower Mississippi watershed, (<b>b</b>) Missouri watershed, (<b>c</b>) Ohio watershed, and (<b>d</b>) Upper Mississippi watershed.</p>
Full article ">Figure 18 Cont.
<p>Validation of groundwater trends from well data for the following HUC-2 watersheds: (<b>a</b>) Lower Mississippi watershed, (<b>b</b>) Missouri watershed, (<b>c</b>) Ohio watershed, and (<b>d</b>) Upper Mississippi watershed.</p>
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21 pages, 11634 KiB  
Article
Numerical Simulation Study on Ice–Water–Ship Interaction Based on FEM-SPH Adaptive Coupling Algorithm
by Pei Xu, Baolin Chen, Yingchun Guo and Hui Wang
Water 2024, 16(22), 3249; https://doi.org/10.3390/w16223249 - 12 Nov 2024
Viewed by 339
Abstract
To address the impact of layered ice and seawater on polar vessels navigating in icy waters, this study employs a coupled finite element method (FEM) and smoothed particle hydrodynamics (SPH) algorithm to simulate the collision dynamics between the bow and stern of a [...] Read more.
To address the impact of layered ice and seawater on polar vessels navigating in icy waters, this study employs a coupled finite element method (FEM) and smoothed particle hydrodynamics (SPH) algorithm to simulate the collision dynamics between the bow and stern of a designated icebreaker and the ice layers. The foundational principles and deployment strategies of the coupling algorithm have been meticulously delineated, with a subsequent simulation conducted to model the trajectory of icebreakers navigating through stratified ice conditions. The ice load on the hull, the movement of broken ice bodies, and the temporal variation of ice resistance during collision were analyzed. The method’s applicability and precision were substantiated through a comparative analysis between the simulated ice resistance outcomes and the ice load estimations derived from the Lindqvist formula. Finally, the differences between the bow and stern icebreaking methods were compared. The research findings indicate that the coupling algorithm demonstrates high precision in simulating the navigation of icebreakers under layered ice conditions, aligning with actual scenarios. This provides a solid foundation for further exploration of the ice load on polar vessels. Furthermore, at equivalent speeds and ice thicknesses, stern icebreaking was observed to induce greater oscillations in ice load and yield a higher mean resistance compared to bow icebreaking. Full article
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Figure 1

Figure 1
<p>Particle approximation diagram.</p>
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<p>FEM-SPH adaptive method process.</p>
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<p>Ice–water–ship coupling model.</p>
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<p>Finite element model diagram of icebreaker.</p>
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<p>Top view of numerical simulation of layered ice.</p>
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<p>Side view of numerical simulation of water and air.</p>
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<p>Hydrostatic Pressure.</p>
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<p>Different motion states of layered ice. (<b>a</b>) Flipping and crushing, (<b>b</b>) Stacking, (<b>c</b>) Body-fitted, (<b>d</b>) Body-fitted.</p>
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<p>Comparison chart of model experiment and numerical simulation. (<b>a</b>) SPH accumulation and adhesion phenomenon, (<b>b</b>) Model experiment on ice conditions in the lower layer of the waterline.</p>
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<p>Time domain curve of ice force.</p>
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<p>Icebreaking resistance at a speed of 1.5 m/s and an ice thickness of 1 m.</p>
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<p>Icebreaking resistance at a speed of 2 m/s and an ice thickness of 1 m.</p>
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<p>Average ice resistance at different speeds.</p>
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<p>The process of ice–ship interaction at different speeds in the icebreaking state of the bow. (<b>a</b>) <span class="html-italic">V</span> = 1 m/s, <span class="html-italic">H</span> = 1 m, (<b>b</b>) <span class="html-italic">V</span> = 1.5 m/s, <span class="html-italic">H</span> = 1 m, (<b>c</b>) <span class="html-italic">V</span> = 2 m/s, <span class="html-italic">H</span> = 1 m.</p>
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<p>Ice thickness of 1.5 m, icebreaking resistance at a speed of 1.5 m/s.</p>
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<p>Icebreaking resistance at a speed of 1.5 m/s with an ice thickness of 2 m.</p>
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<p>Average ice resistance under different flat ice thicknesses.</p>
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<p>The process of layer ice–ship interaction under different ice thicknesses in the icebreaking state of the bow. (<b>a</b>) <span class="html-italic">H</span> = 1 m, <span class="html-italic">V</span> = 1 m/s, (<b>b</b>) <span class="html-italic">H</span> = 1.5 m, <span class="html-italic">V</span> = 1 m/s, (<b>c</b>) <span class="html-italic">H</span> = 2 m, <span class="html-italic">V</span> = 1 m/s.</p>
Full article ">Figure 19
<p>Icebreaking state of the stern ice zone of an icebreaker. (<b>a</b>) <span class="html-italic">t</span> = 4 s, (<b>b</b>) <span class="html-italic">t</span> = 10 s, (<b>c</b>) <span class="html-italic">t</span> = 25 s, (<b>d</b>) <span class="html-italic">t</span> = 40 s.</p>
Full article ">Figure 20
<p>The process of ice–ship interaction at different speeds in the stern icebreaking state. (<b>a</b>) <span class="html-italic">V</span> = 1 m/s, (<b>b</b>) <span class="html-italic">V</span> = 1.5 m/s, (<b>c</b>) <span class="html-italic">V</span> = 2 m/s.</p>
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<p>Icebreaking load time history curve at different speeds.</p>
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<p>The relationship between ice resistance and speed.</p>
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<p>The process of layer ice–ship interaction under different ice thicknesses in the icebreaking state of the stern of the ship. (<b>a</b>) <span class="html-italic">H</span> = 1 m, <span class="html-italic">V</span> = 1.5 m/s, (<b>b</b>) <span class="html-italic">H</span> = 1.5 m, <span class="html-italic">V</span> = 1.5 m/s, (<b>c</b>) <span class="html-italic">H</span> = 2 m, <span class="html-italic">V</span> = 1.5 m/s.</p>
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<p>Ice breaking load time history curves under different ice thicknesses.</p>
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<p>The relationship between ice breaking resistance and ice thickness.</p>
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27 pages, 8833 KiB  
Article
Effects of Connecting Structures in Double-Hulled Water-Filled Cylindrical Shells on Shock Wave Propagation and the Structural Response to Underwater Explosion
by Caiyu Yin, Zhiyang Lei, Zeyu Jin and Zifeng Shi
J. Mar. Sci. Eng. 2024, 12(11), 1949; https://doi.org/10.3390/jmse12111949 - 31 Oct 2024
Viewed by 376
Abstract
In conventional double-hulled submarines, the connecting structures that facilitate the linkage between the two hulls are crucial for load transmission. This paper aims to elucidate the effect of these connecting structures on resistance to shock waves generated by underwater explosions. Firstly, a self-developed [...] Read more.
In conventional double-hulled submarines, the connecting structures that facilitate the linkage between the two hulls are crucial for load transmission. This paper aims to elucidate the effect of these connecting structures on resistance to shock waves generated by underwater explosions. Firstly, a self-developed numerical solver is built for the one-dimensional water-filled elastically connected double-layer plate model. The shock wave propagation characteristics, shock response of structure, water cavitation, and impact loads transmitted through the gap water and the connecting structures are analyzed quantitatively. The results reveal that the majority of the shock impulse is transmitted by the gap water if the equivalent stiffness of the connecting structures is much less than that of the gap water. Then, a three-dimensional model of the double-hulled, water-filled cylindrical shell is constructed in Abaqus/Explicit, utilizing the acoustic-structural coupling methodology. The analysis focuses on the influence of the thickness and density distribution of the connecting structures on the system’s shock response. The results indicate that a densely arranged connecting structure results in a wavy deformation of the outer hull and a notable reduction in both the impact response and strain energy of the inner hull. When the stiffness of the densely arranged connecting structure is comparatively low, the internal energy and plastic energy of the inner hull are decreased by 16.5% and 24.1%, respectively. The findings of this research are useful for assessing shock resistance and for the design of connecting structures within conventional double-hulled submarines. Full article
(This article belongs to the Section Ocean Engineering)
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Figure 1
<p>The schematic of typical double-hulled submarines.</p>
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<p>The model illustration of the water-filled elastically connected double-layer plate, where the inner plate is elastically supported, and the rigidity of the connecting structure is designated as <span class="html-italic">K</span><sub>CON</sub>.</p>
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<p>The schematic of the numerical model of the double-hull water-filled cylindrical shell model.</p>
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<p>The distribution schematic for different connecting structures.</p>
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<p>The finite element mesh schematic of the double-hull water-filled cylindrical shell model.</p>
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<p>The exponential decay shock wave profile, corresponding to an explosive mass of 2000 kg and a detonation distance of 30 m.</p>
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<p>(<b>a</b>) The pressure history applied on the stationary inner hull predicted by the numerical solver. (<b>b</b>) Comparison results of the nondimensional shock impulse acting on the stationary inner plate.</p>
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<p>Comparison between the numerical simulations and the experiment results for the measuring point A2, where the detonation distances are (<b>a</b>) 8.4 m and (<b>b</b>) 4.4 m, respectively.</p>
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<p>(<b>a</b>) The schematic diagram of structural and fluid finite element meshes, and (<b>b</b>) the influences of the mesh sizes of the fluid on the predictions of the wet face pressure history on the outer thin hull and inner pressure hull.</p>
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<p>The temporal and spatial distribution of fluid pressure in external and gap water, where the support spring of <span class="html-italic">K</span><sub>S</sub> is soft and equals to 5 × 10<sup>8</sup> Pa/m, and the stiffness of the connection spring <span class="html-italic">K</span><sub>CON</sub> is (<b>a</b>) 9 × 10<sup>8</sup> Pa/m, (<b>b</b>) 4.5 × 10<sup>9</sup> Pa/m, and (<b>c</b>) 2.25 × 10<sup>10</sup> Pa/m. The area denoted in gray represents the cavitation zone.</p>
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<p>The pressure distribution at various time instants for case 1, where the stiffness of support spring <span class="html-italic">K</span><sub>S</sub> is soft and equals to 5 × 10<sup>8</sup> Pa/m and the connecting spring <span class="html-italic">K</span><sub>CON</sub> is 9 × 10<sup>8</sup> Pa/m.</p>
Full article ">Figure 12
<p>The temporal and spatial distribution of fluid pressure in external and gap water, where the support spring of <span class="html-italic">K</span><sub>S</sub> is stiff and equals to 5 × 10<sup>10</sup> Pa/m, and the stiffness of the connecting spring <span class="html-italic">K</span><sub>CON</sub> is 9 × 10<sup>8</sup> Pa/m. The area denoted in gray represents the cavitation zone.</p>
Full article ">Figure 13
<p>Time histories of the velocities of the outer and inner plates for the six cases.</p>
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<p>The dynamic pressure on fluid-solid coupling surfaces and force of connection spring <span class="html-italic">K</span><sub>CON</sub>, where the stiffness of the connection spring is (<b>a</b>) 9 × 10<sup>8</sup> Pa/m, (<b>b</b>) 4.5 × 10<sup>9</sup> Pa/m, and (<b>c</b>) 2.25 × 10<sup>10</sup> Pa/m. The stiffness of support spring <span class="html-italic">K</span><sub>S</sub> is soft and equals to 5 × 10<sup>8</sup> Pa/m.</p>
Full article ">Figure 15
<p>The dynamic pressure on fluid-solid coupling surfaces and connection force of connection spring <span class="html-italic">K</span><sub>CON</sub>, where the stiffness of the connection spring is (<b>a</b>) 9 × 10<sup>8</sup> Pa/m, (<b>b</b>) 4.5 × 10<sup>9</sup> Pa/m, and (<b>c</b>) 2.25 × 10<sup>10</sup> Pa/m. The stiffness of support spring <span class="html-italic">K</span><sub>S</sub> is stiff and equals to 5 × 10<sup>10</sup> Pa/m.</p>
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<p>Shock wave transmission process in water diagram. The first column represents case No. 0, with no connection structure; the second column corresponds to case No. 2, featuring a connection structure with a thickness of 20 mm and a spacing of 1000 mm.</p>
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<p>The time history of pressure on three different fluid-structure interaction surfaces for cases No. 0, 1, and 2.</p>
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<p>The displacement distribution of structure with different connection structure at the time instant of 1 ms. The amplification coefficient of deformation is 10.</p>
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<p>The displacement response of the outer hull on the side of the explosion source at different time instants for cases No. 0, 2, and 4.</p>
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<p>The displacement response of the inner hull on the side of the explosion source at different time instants for cases No. 0, 2, and 4.</p>
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<p>The velocity response of the outer hull on the side of the explosion source at different time instants for cases No. 0, 2, and 4.</p>
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<p>The velocity response of the inner hull on the side of the explosion source at different time instants.</p>
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<p>The peak velocity results at different locations on the blast-facing surface of the inner hull for cases No. 0, 2, and 4.</p>
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<p>The strain energy results of (<b>a</b>) the outer hull, (<b>b</b>) the inner hull with T-shape stiffeners, and (<b>c</b>) the connecting structures.</p>
Full article ">
17 pages, 16134 KiB  
Article
Mapping Leaf Mass Per Area and Equivalent Water Thickness from PRISMA and EnMAP
by Xi Yang, Hanyu Shi and Zhiqiang Xiao
Remote Sens. 2024, 16(21), 4064; https://doi.org/10.3390/rs16214064 - 31 Oct 2024
Viewed by 414
Abstract
With the continued advancement of spaceborne hyperspectral sensors, hyperspectral remote sensing is evolving as an increasingly pivotal tool for high-precision global monitoring applications. Novel image spectroscopy data, e.g., the PRecursore IperSpettrale della Missione Applicativa (PRISMA) and Environmental Mapping and Analysis Program (EnMAP), can [...] Read more.
With the continued advancement of spaceborne hyperspectral sensors, hyperspectral remote sensing is evolving as an increasingly pivotal tool for high-precision global monitoring applications. Novel image spectroscopy data, e.g., the PRecursore IperSpettrale della Missione Applicativa (PRISMA) and Environmental Mapping and Analysis Program (EnMAP), can rapidly and non-invasively capture subtle spectral information of terrestrial vegetation, facilitating the precise retrieval of the required vegetation parameters. As critical vegetation traits, Leaf Mass per Area (LMA) and Equivalent Water Thickness (EWT) hold significant importance for comprehending ecosystem functionality and the physiological status of plants. To address the demand for high-precision vegetation parameter datasets, a hybrid modeling approach was proposed in this study, integrating the radiative transfer model PROSAIL and neural network models to retrieve LMA and EWT from PRISMA and EnMAP images. To achieve this objective, canopy reflectance was simulated via PROSAIL, and the optimal band combinations for LMA and EWT were selected as inputs to train neural networks. The evaluation of the hybrid inversion models over field measurements showed that the RMSE values for the LMA and EWT were 4.11 mg·cm−2 and 9.08 mg·cm−2, respectively. The hybrid models were applied to PRISMA and EnMAP images, resulting in LMA and EWT maps displaying adequate spatial consistency, along with cross-validation results showing high accuracy (RMSELMA = 5.78 mg·cm−2, RMSEEWT = 6.84 mg·cm−2). The results demonstrated the hybrid inversion model’s universality and applicability, enabling the retrieval of vegetation parameters from image spectroscopy data and offering a valuable contribution to hyperspectral remote sensing for vegetation monitoring, though the availability of field measurement data remained a significant challenge. Full article
(This article belongs to the Section Remote Sensing in Agriculture and Vegetation)
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Figure 1

Figure 1
<p>Workflow diagram of the hybrid model combining the radiative transfer model (PROSAIL) and artificial neural network (ANN) for retrieving LMA and EWT.</p>
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<p>PRISMA image (<b>lower right</b>) and EnMAP images (<b>upper left</b>) of the study area.</p>
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<p>Training accuracy of the hybrid inversion models for (<b>a</b>) LMA and (<b>b</b>) EWT. The red dashed line represents the 1:1 relationship.</p>
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<p>Scatter plot of inverted values versus measured values for (<b>a</b>) LMA and (<b>b</b>) EWT. The red dashed line represents the 1:1 relationship.</p>
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<p>Mapping of LMA (mg·cm<sup>−2</sup>) from (<b>a</b>) PRISMA and (<b>b</b>) EnMAP. Mapping of ARDSI<sub>2200,1640,2240,1720</sub> from (<b>c</b>) PRISMA and (<b>d</b>) EnMAP. Mapping of LMA (mg·cm<sup>−2</sup>) from (<b>e</b>) PRISMA and (<b>f</b>) EnMAP, with non-vegetated areas masked.</p>
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<p>Mapping of EWT (mg·cm<sup>−2</sup>) from (<b>a</b>) PRISMA and (<b>b</b>) EnMAP. Mapping of NDWI from (<b>c</b>) PRISMA and (<b>d</b>) EnMAP. Mapping of EWT (mg·cm<sup>−2</sup>) from (<b>e</b>) PRISMA and (<b>f</b>) EnMAP, with cloud and non-vegetated areas masked.</p>
Full article ">Figure 7
<p>Cross-validation results of (<b>a</b>) LMA and (<b>b</b>) EWT inversion using PRISMA and EnMAP images. The red dashed line represents the 1:1 relationship.</p>
Full article ">
16 pages, 1955 KiB  
Article
Properties of Antioxidant Film Based on Protein Isolate and Seed Coat Extract from Bambara Groundnut
by Jilmika Kantakul, Krisana Nilsuwan, Chanikarn Kotcharat, Kanokporn Chuecheen, Jirakrit Saetang, Thummanoon Prodpran, Hui Hong, Bin Zhang and Soottawat Benjakul
Foods 2024, 13(21), 3424; https://doi.org/10.3390/foods13213424 - 27 Oct 2024
Viewed by 594
Abstract
Bambara groundnut (BG)-based films containing seed coat extract at different concentrations were prepared and characterized. BG seed coat extract (BGSCE) had a total phenolic content of 708.38 mg GAE/g dry extract. BGSCE majorly consisted of quercetin 3-galactoside, rutin, and azaleatin 3-arabinoside. BGSCE exhibited [...] Read more.
Bambara groundnut (BG)-based films containing seed coat extract at different concentrations were prepared and characterized. BG seed coat extract (BGSCE) had a total phenolic content of 708.38 mg GAE/g dry extract. BGSCE majorly consisted of quercetin 3-galactoside, rutin, and azaleatin 3-arabinoside. BGSCE exhibited ABTS and DPPH radical scavenging activities (ABTS-RSAs and DPPH-RSAs), a ferric reducing antioxidant power (FRAP), and an oxygen radical absorbance capacity (ORAC) of 66.44, 4.98, 4.42, and 0.91 mmol Trolox equivalent/g dry extract, respectively. When BGSCE at various concentrations (0–8%, w/w, protein content) was incorporated into the BG protein isolate (BG-PI)-based films, film containing 4% BGSCE exhibited higher thickness, tensile strength, elongation at break, water vapor and UV-light barrier properties, and a*-value (redness) than the control film (p < 0.05). Films containing BGSCE had greater ABTS-RSA, FRAP, and ORAC than the control film (p < 0.05). An FTIR analysis elucidated that the proteins interacted with phenolic compounds in BGSCE. Nonetheless, less thermal stability was attained in films added with BGSCE. Hence, the addition of BGSCE possessing antioxidant activity exhibited an important role in properties and characteristics of BG-PI-based film. The developed active film could be applied as packaging material possessing antioxidant property for food applications. Full article
(This article belongs to the Section Food Engineering and Technology)
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<p>Fluorescence decay curves of Trolox (75 μM), BGSCE, and the control (without Trolox).</p>
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<p>Appearance of films from Bambara groundnut protein isolate containing Bambara groundnut seed coat extract (BGSCE) at different concentrations. Control: film from Bambara groundnut protein isolate without BGSCE.</p>
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<p>ATR-FTIR spectra of films from Bambara groundnut protein isolate containing Bambara groundnut seed coat extract (BGSCE) at different concentrations.</p>
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<p>The thermo-gravimetric curves (<b>A</b>,<b>B</b>), degradation temperatures (<span class="html-italic">T</span><sub>d</sub>, °C), and weight loss (Δ<span class="html-italic">w</span>, %) of films from Bambara groundnut protein isolate containing Bambara groundnut seed coat extract (BGSCE) at different concentrations. Δ<sub>1</sub>, Δ<sub>2</sub>, Δ<sub>3</sub>, and Δ<sub>4</sub> denote the first, second, third, and fourth stages of the weight loss of films during a heating scan, respectively.</p>
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15 pages, 6146 KiB  
Article
An Analytical Solution for Characterizing Mine Water Recharge of Water Source Heat Pump in Abandoned Coal Mines
by Kun Tu, Xiaoqiang Pan, Hongwei Zhang, Xiang Li and Hongyi Zhao
Water 2024, 16(19), 2781; https://doi.org/10.3390/w16192781 - 30 Sep 2024
Viewed by 489
Abstract
Due to tremendous mining operations, large quantities of abandoned mines with considerable underground excavated space have formed in China during the past decades. This provides huge potential for geothermal energy production from mine water in abandoned coal mines to supply clean heating and [...] Read more.
Due to tremendous mining operations, large quantities of abandoned mines with considerable underground excavated space have formed in China during the past decades. This provides huge potential for geothermal energy production from mine water in abandoned coal mines to supply clean heating and cooling for buildings using heat pump technologies. In this study, an analytical model describing the injection pressure of mine water recharge for water source heat pumps in abandoned coal mines is developed. The analytical solution in the Laplace domain for the injection pressure is derived and the influences of different parameters on the injection pressure are investigated. This study indicates that a smaller pumping rate results in a smaller injection pressure, while smaller values of the hydraulic conductivity and the thickness of equivalent aquifer induce larger injection pressures. The well distance has insignificantly influenced the injection pressure at the beginning, but a smaller well distance leads to a larger injection pressure at later times. Additionally, the sensitivity analysis, conducted to assess the behavior of injection pressure with concerning changes in each input parameter, shows that the pumping rate and the hydraulic conductivity have a large influence on injection pressure compared with other parameters. Full article
(This article belongs to the Special Issue Innovative Technologies for Mine Water Treatment)
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<p>An overview of geothermal energy extraction with heat pump technology from an abandoned coal mine.</p>
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<p>The schematic showing a geothermal energy extraction system in an abandoned coal mine.</p>
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<p>Comparison of the analytical solution in this study with the results of Ma et al. [<a href="#B46-water-16-02781" class="html-bibr">46</a>].</p>
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<p>The variations of injection pressure for different pumping rates.</p>
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<p>The variations of injection pressure for different well distances.</p>
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<p>The variations of injection pressure for different specific storages.</p>
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<p>The variations of injection pressure for different hydraulic conductivities.</p>
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<p>The variations of injection pressure for different thicknesses of equivalent aquifer in goaf.</p>
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<p>The normalized sensitivity of injection pressure to selected parameters.</p>
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23 pages, 11067 KiB  
Article
A Down-Scaling Inversion Strategy for Retrieving Canopy Water Content from Satellite Hyperspectral Imagery
by Meihong Fang, Xiangyan Hu, Jing M. Chen, Xueshiyi Zhao, Xuguang Tang, Haijian Liu, Mingzhu Xu and Weimin Ju
Forests 2024, 15(8), 1463; https://doi.org/10.3390/f15081463 - 20 Aug 2024
Viewed by 667
Abstract
Vegetation canopy water content (CWC) crucially affects stomatal conductance and photosynthesis and, consequently, is a key state variable in advanced ecosystem models. Remote sensing has been shown to be an effective tool for retrieving CWCs. However, the retrieval of the CWC from satellite [...] Read more.
Vegetation canopy water content (CWC) crucially affects stomatal conductance and photosynthesis and, consequently, is a key state variable in advanced ecosystem models. Remote sensing has been shown to be an effective tool for retrieving CWCs. However, the retrieval of the CWC from satellite remote sensing data is affected by the vegetation canopy structure and soil background. This study proposes a methodology that combines a modified spectral down-scaling model with a high-universality leaf water content inversion model to retrieve the CWC through constraining the impacts of canopy structure and soil background on CWC retrieval. First, canopy spectra acquired by satellite sensors were down-scaled to leaf reflectance spectra according to the probabilities of viewing the sunlit foliage (PT) and background (PG) and the estimated spectral multiple scattering factor (M). Then, leaf water content, or equivalent water thickness (EWT), was obtained from the down-scaled leaf reflectance spectra via a leaf-scale EWT inversion model calibrated with PROSPECT simulation data. Finally, the CWC was calculated as the product of the estimated leaf EWT and canopy leaf area index. Validation of this coupled model was performed using satellite-ground synchronous observation data across various vegetation types within the study area, affirming the model’s broad applicability. Results indicate that the modified spectral down-scaling model accurately retrieves leaf reflectance spectra, aligning closely with site-level measured spectra. Compared to the direct inversion approach, which performs poorly with Hyperion satellite images, the down-scale strategy notably excels. Specifically, the Similarity Water Index (SWI)-based canopy EWT coupled model achieved the most precise estimation, with a normalized Root Mean Square Error (nRMSE) of 15.28% and an adjusted R2 of 0.77, surpassing the performance of the best index Shortwave Angle Normalized Index (SANI)-based model (nRMSE = 15.61%, adjusted R2 = 0.52). Given its calibration using simulated data, this coupled model proved to be a potent method for extracting canopy EWT from satellite imagery, suggesting its applicability to retrieve other vegetative biochemical components from satellite data. Full article
(This article belongs to the Section Forest Inventory, Modeling and Remote Sensing)
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<p>Study area and sampling locations: (<b>a</b>) the study area was located in Menghai county (21.98° N, 100.29° E), Xishuangbanna, Yunnan province in southwest China. (<b>b</b>) The RGB true color image of Hyperion remote sensing data and (<b>c</b>) sampling points for ground synchronous observation.</p>
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<p>Workflow of the coupled down-scaling inversion strategy retrieving leaf-level and canopy-level water content from satellite data considering canopy structure and background effects.</p>
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<p>Sensitivity of the simulated probability of viewing sunlit foliage (PT) (<b>a</b>) and sunlit background (PG) (<b>b</b>) to the solar zenith Angle (SZA), LAI and radius of tree crowns. Here, the tree density was set at 4000 trees per hectare and VZA = 0°.</p>
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<p>Correlations of NSAI with PT (<b>a</b>) and PG (<b>b</b>) for the Hyperion synthetic data under conditions of normal soil (N, orange dots), dry soil (D, green dots), and wet soil (W, blue dots). A total of 13,950,144 Hyperion samples and 10,764 Hyperion scenes are available for analysis. On 33 Hyperion pixels, we compare PT (<b>c</b>) and PG (<b>d</b>) estimates using NSAI-based models to the reference values inverted with the 4-Scale GO model. The red straight lines are the 1:1 line. Correlations of NSAI with PT (<b>a</b>) and comparisons of PT estimated using NSAI with the reference values (<b>c</b>) are adapted from Fang et al. [<a href="#B25-forests-15-01463" class="html-bibr">25</a>].</p>
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<p>Spatial patterns of LAI (<b>a</b>) derived using MSR<sub>705</sub> and spatial distribution of PT (<b>b</b>) and PG (<b>c</b>) estimated using NASI retrieved from the Hyperion image over the study area at a spatial resolution of 30 m.</p>
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<p>Correlations between leaf EWT and SWI for the measured data (<b>a</b>) and the simulated data using the PROSPECT model (<b>b</b>). Validation of leaf EWT retrieved using the SWI-based model derived from measured data (<b>c</b>) and the simulated data (<b>d</b>). All leaf reflectance spectra were resampled to Hyperion-equivalent spectra.</p>
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<p>Spatial distribution of average leaf EWT inverted from coupled down-scaling inversion strategy (<b>a</b>) and canopy water content per unit ground surface area derived based on the LAI image and retrieved average leaf EWT (<b>b</b>). The spatial resolution of the image is 30 × 30 m.</p>
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<p>Comparison of measured CWC against those retrieved from SWI-based (<b>a</b>) and SANI-based (<b>b</b>) coupled models using the down-scaling inversion strategy.</p>
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<p>After preprocessing of the Hyperion image, spectra were compared between (<b>a</b>) vegetation with different crown closures (high, moderate, and low coverage) and (<b>b</b>) soil background with red and gray hues. Data were adapted from Fang et al. [<a href="#B25-forests-15-01463" class="html-bibr">25</a>].</p>
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<p>Correlations of the viewing probabilities of sunlit crown and background (PT and PG) based on the 4-Scale GO model simulations from the Hyperion synthetic data, which includes 10,764 scenes.</p>
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9 pages, 1993 KiB  
Article
Ultra-Structural Surface Characteristics of Dental Silane Monolayers
by Xiaotian Liu, Winnie Wing-Yee Shum and James Kit-Hon Tsoi
Coatings 2024, 14(8), 1005; https://doi.org/10.3390/coatings14081005 - 8 Aug 2024
Viewed by 846
Abstract
This study aims to study the formation quality of the film of dental silanes. Two dental silanes, 3-methacryloxyproyltrimethoxysilane (MPS) and 3-acryloyloxypropyltrimethoxysilane (ACPS), were deposited on the silica glass-equivalent model surface (i.e., n-type silicon(100) wafer) by varying the deposition time (5 h and 22 [...] Read more.
This study aims to study the formation quality of the film of dental silanes. Two dental silanes, 3-methacryloxyproyltrimethoxysilane (MPS) and 3-acryloyloxypropyltrimethoxysilane (ACPS), were deposited on the silica glass-equivalent model surface (i.e., n-type silicon(100) wafer) by varying the deposition time (5 h and 22 h). The film quality was then evaluated by ellipsometry, surface contact angle (CA) and surface free energy (SFE), atomic force microscopy (AFM) and X-ray photoelectron spectroscopy (XPS) in survey and high-resolution modes on Si2p, O1s and C1s. Ellipsometry confirmed that both silanes at the two different deposition times would produce 0.85–1.22 nm thick self-assembled monolayer on the silicon wafer surface. While the water CA of silanized surfaces (60.7–71.5°) was larger than the surface without silane (29.6°), the SFE values of all silanes (40.0–44.5 mN/m) were slightly less than that of the wafer surface (46.3 mN/m). AFM revealed that the MPS with 22 h silanization yielded a significantly higher roughness (0.597 μm) than other groups (0.254–0.297 μm). High-resolution XPS on C1s identified a prominent peak at 288.5 eV, which corresponds to methacrylate O-C*=O, i.e., the silane monolayer is extended fully in the vertical direction, while others are in defect states. This study proves that different dental silanes under various dipping times yield different chemical qualities of the film even if they look thin physically. Full article
(This article belongs to the Special Issue Surface Properties of Dental Materials and Instruments, 2nd Edition)
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<p>Structures of (<b>a</b>) 3-methacryloxypropyltrimethoxysilane (MPS) and (<b>b</b>) 3-acryloyloxypropyltrimethoxysilane (ACPS).</p>
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<p>Simulated results of (<b>left</b>) MPS and (<b>right</b>) ACPS after energy minimization (ChemOffice 2007).</p>
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<p>D Topographical AFM images of MPS-treated (<b>a</b>,<b>b</b>) and ACPS-treated (<b>c</b>,<b>d</b>) silica surfaces with dipping times of (<b>a</b>,<b>c</b>) 5 h and (<b>b</b>,<b>d</b>) 22 h. Image size is 1 μm × 1 μm; * denotes the significant difference (<span class="html-italic">p</span> &lt; 0.05) in average roughness (Sa).</p>
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<p>XPS survey (<b>a</b>) and high-resolution scan spectra of (<b>b</b>) Si2p, (<b>c</b>) O1s and (<b>d</b>) C1s of all groups. For the deconvolution results of high-resolution XPS, please check <a href="#app1-coatings-14-01005" class="html-app">Supplementary Materials Figure S1</a>.</p>
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<p>Illustration of the M22 silane monolayer (<b>left</b>) and other groups (<b>right</b>).</p>
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15 pages, 8499 KiB  
Article
Simulation and Analysis of Bidirectional Reflection Factors of Southern Evergreen Fruit Trees Based on 3D Radiative Transfer Model
by Chaofan Hong, Dan Li, Liusheng Han, Xiong Du, Shuisen Chen, Jianbo Qi, Chongyang Wang, Xia Zhou, Boxiong Qin, Hao Jiang, Kai Jia and Zuanxian Su
Horticulturae 2024, 10(8), 790; https://doi.org/10.3390/horticulturae10080790 - 26 Jul 2024
Viewed by 756
Abstract
The canopy of perennial evergreen fruit trees in southern China has a unique Bidirectional Reflectance Factor (BRF) due to its complex multi-branch structure and density changes. This study aimed to address the lack of clarity regarding the changes in BRF of evergreen fruit [...] Read more.
The canopy of perennial evergreen fruit trees in southern China has a unique Bidirectional Reflectance Factor (BRF) due to its complex multi-branch structure and density changes. This study aimed to address the lack of clarity regarding the changes in BRF of evergreen fruit trees in southern China. Litchi, a typical fruit tree in this region, was chosen as the subject for establishing a three-dimensional (3D) real structure model. The canopy BRF of litchi was simulated under different leaf components, illumination geometry, observed geometry, and leaf area index (LAI) using a 3D radiation transfer model. The corresponding changes in characteristics were subsequently analyzed. The findings indicate that the chlorophyll content and equivalent water thickness of leaves exert significant influences on canopy BRF, whereas the protein content exhibit relatively weak effects. Variation in illumination and observation geometry results in the displacement of hotspots, with the solar zenith angle and view zenith angle exerting significant influence on the BRF. As the LAI of the litchi orchard increases, the distribution of hotspots becomes more concentrated, and the differences in angle information are relatively smaller when observed from multiple angles. With the increase in LAI in litchi orchards, the BRF on the principal plane would be saturated, but observation at hotspots could alleviate this phenomenon. The above analysis provides a reference for quantitative inversion of vegetation parameters using remote sensing monitoring information of typical perennial evergreen fruit trees. Full article
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<p>Real 3D model of litchi tree and orchard scene construction. (<b>a</b>) Real 3D model of litchi tree. (<b>b</b>) ntrees = 100 LAI = 1.29. (<b>c</b>) ntrees = 200 LAI = 2.53. (<b>d</b>) ntrees = 300 LAI = 3.80. (<b>e</b>) ntrees = 400 LAI = 4.98.</p>
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<p>Schematic diagram of canopy BRF.</p>
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<p>Schematic diagram of principal plane observation.</p>
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<p>Comparison of simulated and measured BRF.</p>
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<p>Changes in canopy BRF under different leaf parameters in the vertical direction (<b>a</b>) canopy BRF with different Cab content. (<b>b</b>) canopy BRF with different Car content. (<b>c</b>) canopy BRF with different CBC content. (<b>d</b>) canopy BRF with different Cw content. (<b>e</b>) canopy BRF with different N. (<b>f</b>) canopy BRF with different Prot content. (SZA = 45°; SAA = 90°; VZA = 0°; VAA = 90°).</p>
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<p>Effects of observation angle and solar angle changes on canopy BRF. (<b>a</b>) Canopy BRF with different VZA. (<b>b</b>) Canopy BRF with different SZA. (<b>c</b>) Canopy BRF with different SAA.</p>
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<p>BRF of 9 different solar angles at 670 nm, 800 nm, and 2250 nm bands when 300 litchi trees are placed in the scene. (<b>a</b>) 670 nm SZA:SAA = 10°:120°; 10°:180°; 10°:240°; 30°:120°; 30°:180°; 30°:240°; 60°:120°; 60°:180°; 60°:240°. (<b>b</b>) 800 nm SZA:SAA = 10°:120°; 10°:180°; 10°:240°; 30°:120°; 30°:180°; 30°:240°; 60°:120°; 60°:180°; 60°:240°. (<b>c</b>) 2250 nm SZA:SAA = 10°:120°; 10°:180°; 10°:240°; 30°:120°; 30°:180°; 30°:240°; 60°:120°; 60°:180°; 60°:240°.</p>
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<p>Variations of canopy BRF in the red and near-infrared bands with the VZA in the main plane. (<b>a</b>) 670 nm. (<b>b</b>) 800 nm. (LAI = 3.80).</p>
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<p>Effects of different LAI on canopy BRF (SZA = 45°; SAA = 90°; VZA = 0°; VAA = 90°).</p>
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<p>Variation of BRF in the principal plane and vertical principal plane at 670 nm, 800 nm, and 2250 nm with the view zenith angle under different LAI. (<b>a</b>) 670 nm-principal plane. (<b>b</b>) 800 nm-principal plane. (<b>c</b>) 2250 nm-principal plane. (<b>d</b>) 670 nm-vertical principal plane. (<b>e</b>) 800 nm-vertical principal plane. (<b>f</b>) 2250 nm-vertical principal plane. The gray shadow shows the anti-saturation characteristics near the hotspot.</p>
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<p>Variation of BRF in the principal plane and vertical principal plane at 670 nm, 800 nm, and 2250 nm with the view zenith angle under different LAI. (<b>a</b>) 670 nm-principal plane. (<b>b</b>) 800 nm-principal plane. (<b>c</b>) 2250 nm-principal plane. (<b>d</b>) 670 nm-vertical principal plane. (<b>e</b>) 800 nm-vertical principal plane. (<b>f</b>) 2250 nm-vertical principal plane. The gray shadow shows the anti-saturation characteristics near the hotspot.</p>
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<p>BRF of different solar angles under different LAI. (<b>a</b>) SZA = 0°, SAA = 90°. (<b>b</b>) SZA = 45°, SAA = 180°. (<b>c</b>) SZA = 60°, SAA = 270°. (<b>d</b>) SZA = 0°, SAA = 90°. (<b>e</b>) SZA = 45°, SAA = 180°. (<b>f</b>) SZA = 60°, SAA = 270°. (<b>g</b>) SZA = 0°, SAA = 90°. (<b>h</b>) SZA = 45°, SAA = 180°. (<b>i</b>) SZA = 60°, SAA = 270°. (<b>j</b>) SZA = 0°, SAA = 90°. (<b>k</b>) SZA = 45°, SAA = 180°. (<b>l</b>) SZA = 60°, SAA = 270°.</p>
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17 pages, 5704 KiB  
Article
Water Vapour Resistance of Exterior Coatings—Influence on Moisture Conditions in Ventilated Wooden Claddings
by Katinka Bjørhovde Rossebø and Tore Kvande
Buildings 2024, 14(7), 2202; https://doi.org/10.3390/buildings14072202 - 17 Jul 2024
Viewed by 655
Abstract
Increasing climate fluctuations and extremes due to climate change are particularly concerning for wooden building envelopes, especially in the Nordic region, which has harsh climatic conditions. The exterior coating’s barrier properties are crucial for maintaining building envelopes’ intended lifespans. Hence, it is unfortunate [...] Read more.
Increasing climate fluctuations and extremes due to climate change are particularly concerning for wooden building envelopes, especially in the Nordic region, which has harsh climatic conditions. The exterior coating’s barrier properties are crucial for maintaining building envelopes’ intended lifespans. Hence, it is unfortunate that the vapor resistance of exterior coatings is not openly accessed for commercial products. This study investigates the influence of the water vapour resistance of exterior coatings on the moisture conditions and mould growth risk of ventilated wooden claddings. The sd-value (vapour diffusion-equivalent air layer thickness) is determined for nine free-standing coatings (alkyds, emulsions, and acrylics); in total, 100 specimens are tested with the wet cup method. Additionally, with WUFI Pro, one-dimensional hygrothermal simulations under Nordic climatic conditions investigate how the coatings’ vapour resistance might influence the moisture dynamics of wood. The mould risk is assessed by the add-on WUFI VTT Model. The determined sd-values for the coatings range from 0.453 to 1.350 m (three layers) and from 0.690 to 2.250 m (six layers), showing a strong correlation with the dry film thickness. The vapour resistance of the coatings does not significantly influence the wood moisture content, but lower resistance may cause slightly faster drying. The importance of surface treatment is confirmed. The mould risk is notably higher in a Stavanger climate on a southwest-facing wall compared to Trondheim on a north-facing wall. Full article
(This article belongs to the Section Building Materials, and Repair & Renovation)
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<p>(<b>a</b>) Punching of a specimens. (<b>b</b>) Sealing procedure with molten wax and a ring template.</p>
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<p>The types of additional film support in (<b>a</b>) metal grids and plastic cylinder, and (<b>b</b>) shows it under the film in the cup assembly.</p>
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<p>Storing of cups during weighing.</p>
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<p>Set-up of the test procedure for a specimen on the high-precision balance.</p>
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<p>Linear correlation between dry film thickness and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>s</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math>. Both series (B + B2) of each product are displayed. No. 53 includes both 53 and 53X.</p>
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<p>Correlation of binder type and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>s</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math>-value of (<b>a</b>) three layers and (<b>b</b>) six layers of coating.</p>
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<p>The effect of the coating’s vapour resistance on the development of mould growth index of (<b>a</b>) Fjogstad-Hus, Stavanger, and (<b>b</b>) ZEB-Laboratory. The extremal <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>s</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math>-values of 2.25 m and 0.453 m, and displayed together with the untreated. Note the different scale of the the y-axis.</p>
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<p>The effect of the coating’s <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>s</mi> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math>-value (absolute max and min) on the moisture conditions of the cladding. Here, “(6)” and “(3)” in the data labels signify six and three layers of coating, respectively. (<b>a</b>) Five-year period of Fjogstad-Hus, (<b>b</b>) five-year period of ZEB-Laboratory, (<b>c</b>) one-year period of Fjogstad-Hus, and (<b>d</b>) one-year period of ZEB-Laboratory.</p>
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21 pages, 3819 KiB  
Article
Development of Negative-Temperature Cement Emulsified Asphalt Spraying Materials Based on Spraying Performance and Rheological Parameters
by Yitong Hou, Kaimin Niu, Bo Tian, Junli Chen and Xueyang Li
Materials 2024, 17(13), 3137; https://doi.org/10.3390/ma17133137 - 26 Jun 2024
Viewed by 925
Abstract
To develop a cement emulsified asphalt composite (CEAC) that can be sprayed under a plateau negative temperature environment, the effects of the water–solid ratio, calcium aluminate cement substitution rate, emulsified asphalt content, sand–binder ratio, and polyvinyl alcohol (PVA) fiber content on the spraying [...] Read more.
To develop a cement emulsified asphalt composite (CEAC) that can be sprayed under a plateau negative temperature environment, the effects of the water–solid ratio, calcium aluminate cement substitution rate, emulsified asphalt content, sand–binder ratio, and polyvinyl alcohol (PVA) fiber content on the spraying performance and rheological parameters of CEAC were explored through the controlled variable method. Additionally, the correlation between the spraying performance and rheological parameters of CEAC was established, and the optimal proportion of CEAC was determined. Then, the difference in frost resistance and pore structure between the cement slurry (CS) without emulsified asphalt and CEAC at the optimum proportion was analyzed. The results showed that the optimum proportions for sprayed CEAC were 0.14 water–solid ratio, 0.5 sand–binder ratio, 25% substitution of calcium aluminate cement, 5% emulsified asphalt content, and 1.5% PVA fiber volume mixing. The yield stress and plastic viscosity of CEAC were positively correlated with the build-up thickness, whereas the rebound rate and the latter showed a negative correlation. The spraying performance may be described by the rheological parameters; the ranges of yield stress and plastic viscosity of 2.37–3.95 Pa·s and 77.42–108.58 Pa, respectively, produced the best spray ability. After undergoing an equivalent number of freeze–thaw cycles, CEAC exhibited lower mass and strength loss rates compared to CS, thereby demonstrating superior frost resistance. In addition, the pore structure analysis showed that the difference in capillary and macropore contents was the main reason for the variability in frost resistance between CS and CEAC. Full article
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<p>Experimental flowchart.</p>
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<p>XRD pattern of the cement: (<b>a</b>) Portland cement and (<b>b</b>) calcium aluminate cement.</p>
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<p>Plateau environment simulation silo.</p>
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<p>Spraying equipment. (<b>a</b>) Spraying device. (<b>b</b>) Air compressor.</p>
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<p>Spraying principle of the spraying equipment.</p>
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<p>Build-up thickness test.</p>
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<p>Rebound rate test.</p>
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<p>Bingham model.</p>
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<p>RSX rotational rheometer.</p>
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<p>Effect of the W/S on the spraying performance of CEAC.</p>
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<p>Effect of the W/S on the rheological parameters of CEAC: (<b>a</b>) rheological parameter fitting curve and (<b>b</b>) yield stress and plastic viscosity.</p>
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<p>Effect of the S/B on the spraying performance of CEAC.</p>
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<p>Effect of the S/B on the rheological parameters of CEAC: (<b>a</b>) rheological parameter fitting curve and (<b>b</b>) yield stress and plastic viscosity.</p>
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<p>Effect of the CAC substitution rate on the spraying performance of CEAC.</p>
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<p>Effect of the CAC substitution rate on the rheological parameters of CEAC: (<b>a</b>) rheological parameter fitting curve and (<b>b</b>) yield stress and plastic viscosity.</p>
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<p>Effect of the emulsified asphalt content on the spraying performance of CEAC.</p>
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<p>Effect of the emulsified asphalt content on the rheological parameters of CEAC: (<b>a</b>) rheological parameter fitting curve and (<b>b</b>) yield stress and plastic viscosity.</p>
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<p>Effect of the PVA content on the spraying performance of CEAC.</p>
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<p>Effect of PVA content on the rheological parameters of CEAC: (<b>a</b>) rheological parameter fitting curve and (<b>b</b>) yield stress and plastic viscosity.</p>
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<p>The relationship between spraying performance and rheological parameters of CEAC: (<b>a</b>) Yield stress and build-up thickness; (<b>b</b>) Yield stress and rebound rate; (<b>c</b>) Plastic viscosity and build-up thickness and (<b>d</b>) Plastic viscosity and rebound rate.</p>
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<p>Relationship between the <span class="html-italic">R</span> and <span class="html-italic">T</span> of CEAC.</p>
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<p>Frost resistance test results of CS and CEAC: (<b>a</b>) mass loss and (<b>b</b>) strength loss rate.</p>
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<p>MIP test results of CS and CEAC: (<b>a</b>) pore size differential curve and (<b>b</b>) pore size distribution.</p>
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18 pages, 8919 KiB  
Article
Investigation of Lateral and Longitudinal Deformation of Submarine Nuclear Power Plant Water-Intake Tunnel on Non-Uniform Soft Soil during Earthquake
by Jie Zhao, Bo Qian, Changjiang Gan, Jianshan Wang and Yanli Peng
Appl. Sci. 2024, 14(13), 5565; https://doi.org/10.3390/app14135565 - 26 Jun 2024
Viewed by 1086
Abstract
The safety-grade water-intake immersed tunnel plays a vital role in the nuclear power cooling system, and its seismic safety is crucial. This paper employs the response displacement method and dynamic time-history analysis using the finite element software ANSYS to construct a beam–spring model [...] Read more.
The safety-grade water-intake immersed tunnel plays a vital role in the nuclear power cooling system, and its seismic safety is crucial. This paper employs the response displacement method and dynamic time-history analysis using the finite element software ANSYS to construct a beam–spring model and a 3D finite element model of a shield tunnel and foundation. It also develops equivalent linear dynamic constitutive and viscoelastic boundary element subprograms. This study focuses on the weak joint sections of immersed tunnels, conducting a seismic performance analysis under extreme safety earthquake conditions (SL-2). The results indicate that the joint stiffness of immersed tunnels and the increase in seismic peak values do not affect the trend of joint opening variation with longitudinal position. The change in joint opening is primarily located where the thickness of the cover layer changes abruptly or where the soil hardness is unevenly distributed. The joint opening is mainly influenced by seismic forces when considering static and dynamic superposition. When the stiffness of the joint GINA water stop exceeds a certain value, the correlation between stiffness change and joint compression–tension variation gradually weakens. This research can provide a reference for the seismic design of similar projects. Full article
(This article belongs to the Special Issue Seismic Analysis and Design of Ocean and Underground Structures)
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<p>Calculation diagram of response displacement method.</p>
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<p>Longitudinal seismic response analysis model.</p>
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<p>Schematic diagram of equivalent linear method.</p>
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<p>Schematic diagram of artificial boundary model.</p>
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<p>Housner system for hydrodynamic pressure.</p>
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<p>Cross-section view of immersed tunnel.</p>
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<p>Dynamic shear modulus ratio and damping ratio of soil samples.</p>
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<p>Time-history curve of seismic wave: (<b>a</b>) X-direction seismic wave and frequency spectrum; (<b>b</b>) Y-direction seismic wave and frequency spectrum; (<b>c</b>) Z-direction seismic wave and frequency spectrum.</p>
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<p>Time-history curve of seismic wave: (<b>a</b>) X-direction seismic wave and frequency spectrum; (<b>b</b>) Y-direction seismic wave and frequency spectrum; (<b>c</b>) Z-direction seismic wave and frequency spectrum.</p>
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<p>Transverse beam–spring model.</p>
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<p>Longitudinal beam–spring model.</p>
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<p>Longitudinal finite element model of the entire domain of immersed tunnel.</p>
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<p>Relative displacement of soil layer in the entire domain of immersed tunnel: (<b>a</b>) working conditions under peak ground acceleration of 0.15 g; (<b>b</b>) working conditions under peak ground acceleration of 0.30 g.</p>
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<p>Relative displacement of soil layer in the entire domain of immersed tunnel: (<b>a</b>) working conditions under peak ground acceleration of 0.15 g; (<b>b</b>) working conditions under peak ground acceleration of 0.30 g.</p>
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<p>Distribution of joint opening values of immersed tunnel under different working conditions: (<b>a</b>) working condition 1, (<b>b</b>) working condition 2, (<b>c</b>) working condition 3, (<b>d</b>) working condition 4.</p>
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<p>Immersed tunnel model and spring model.</p>
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<p>Immersed tunnel–joint–soil finite element model.</p>
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<p>Numbers of each section of immersed tunnel.</p>
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<p>Locations of each wall of immersed tunnel.</p>
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<p>Opening values of joint No. 1: (<b>a</b>) opening value under working condition 1; (<b>b</b>) opening value under working condition 2.</p>
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<p>Opening values of joint No. 2: (<b>a</b>) opening value under working condition 1; (<b>b</b>) opening value under working condition 2.</p>
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<p>Compression–tension values of joint No. 1: (<b>a</b>) compression–tension value under working condition 1; (<b>b</b>) compression–tension value under working condition 2.</p>
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<p>Compression–tension values of joint No. 2: (<b>a</b>) compression–tension value under working condition 1; (<b>b</b>) compression–tension value under working condition 2.</p>
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<p>Relationship between the stiffness of GINA water stop and the maximum compression–tension value: (<b>a</b>) maximum compression value; (<b>b</b>) maximum tension value.</p>
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21 pages, 17506 KiB  
Article
Aqueous Pretreatment of Lignocellulosic Biomass for Binderless Material Production: Influence of Twin-Screw Extrusion Configuration and Liquid-to-Solid Ratio
by Julie Cavailles, Guadalupe Vaca-Medina, Jenny Wu-Tiu-Yen, Laurent Labonne, Philippe Evon, Jérôme Peydecastaing and Pierre-Yves Pontalier
Molecules 2024, 29(13), 3020; https://doi.org/10.3390/molecules29133020 - 26 Jun 2024
Cited by 1 | Viewed by 1008
Abstract
This study was carried out to investigate the continuous aqueous pretreatment of sugarcane bagasse (SCB) through twin-screw extrusion for a new integrated full valorization, where the solid residue (extrudate) was used for the production of bio-based materials by thermocompression and the filtrate for [...] Read more.
This study was carried out to investigate the continuous aqueous pretreatment of sugarcane bagasse (SCB) through twin-screw extrusion for a new integrated full valorization, where the solid residue (extrudate) was used for the production of bio-based materials by thermocompression and the filtrate for the production of high-value-added molecules. Two configurations, with and without a filtration module, were tested and the influence of the SCB composition and structure on the properties of the materials were determined. The impact of the liquid-to-solid (L/S) ratio was studied (0.65–6.00) in relation to the material properties and the biomolecule extraction yield in the filtrate (with the filtration configuration). An L/S ratio of at least 1.25 was required to obtain a liquid filtrate, and increasing the L/S ratio to 2 increased the extraction yield to 11.5 g/kg of the inlet SCB. The extrudate obtained without filtration yielded materials with properties equivalent to those obtained with filtration for L/S ratios of at least 1.25. Since the molecule extraction process was limited, a configuration without filtration would make it possible to reduce water consumption in the process while obtaining high material properties. Under the filtration configuration, an L/S ratio of 2 was the best tradeoff between water consumption, extraction yield, and the material properties, which included 1485 kg/m3 density, 6.2 GPa flexural modulus, 51.2 MPa flexural strength, and a water absorption (WA) and thickness swelling (TS) of 37% and 44%, respectively, after 24 h of water immersion. The aqueous pretreatment by twin-screw extrusion allowed for the overall valorization of SCB, resulting in materials with significantly improved properties compared to those obtained with raw SCB due to fiber deconstruction. Full article
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<p>Particle size distribution of raw SCB and extrudates obtained at different L/S ratios using a Clextral Evolum HT 53 twin-screw extruder with and without a filtration module (error bars represent standard deviations).</p>
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<p>SEM images at ×50 magnification of raw SCB (<b>a</b>) and extrudates obtained using a Clextral Evolum HT 53 twin-screw extruder without filtration at an L/S ratio of 0.65 (<b>b</b>,<b>c</b>), and with filtration at an L/S ratio of 0.65 (<b>d</b>,<b>e</b>), 2.05 (<b>f</b>,<b>g</b>), and 6.21 (<b>h</b>,<b>i</b>).</p>
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<p>SEM images at ×50 magnification of raw SCB (<b>a</b>) and extrudates obtained using a Clextral Evolum HT 53 twin-screw extruder without filtration at an L/S ratio of 0.65 (<b>b</b>,<b>c</b>), and with filtration at an L/S ratio of 0.65 (<b>d</b>,<b>e</b>), 2.05 (<b>f</b>,<b>g</b>), and 6.21 (<b>h</b>,<b>i</b>).</p>
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<p>Bulk (<b>a</b>) and tapped densities (<b>b</b>) of raw SCB and extrudates obtained using a Clextral Evolum HT 53 twin-screw extruder with and without filtration at different L/S ratios. Error bars represent the standard deviation.</p>
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<p>Pictures of the materials produced with raw SCB and extrudates obtained at different L/S ratios using a Clextral Evolum HT 53 twin-screw extruder equipped with and without a filtration module.</p>
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<p>WA (<b>a</b>) and TS (<b>b</b>) of materials generated from raw SCB and extrudates obtained using a Clextral Evolum HT 53 twin-screw extruder equipped with and without filtration with different L/S ratios. Letters a–e refer to Student’s <span class="html-italic">t</span>-test results, and error bars represent the standard deviation.</p>
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<p>Screw profile configuration for the SCB aqueous pretreatment using a Clextral Evolum HT 53 twin-screw extruder. C2F: conjugated double-flight screws; T2F: trapezoidal double-flight screws; BL22: 2-lobe kneading blocks; CF2C: conjugated cut-flight, double-flight screws. The two numbers following the type of screw element indicate the pitch and length, respectively, of the C2F, T2F, and CF2C screws. The two numbers following the BB mixing blocks represent the length and staggering angle, respectively.</p>
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15 pages, 4960 KiB  
Article
Invasive Plant Species Demonstrate Enhanced Resource Acquisition Traits Relative to Native Non-Dominant Species but not Compared with Native Dominant Species
by Yingcan Chen, Yijie Xie, Caihong Wei, Si Liu, Xiaoyue Liang, Jiaen Zhang and Ronghua Li
Diversity 2024, 16(6), 317; https://doi.org/10.3390/d16060317 - 26 May 2024
Viewed by 1047
Abstract
Invasive plant species are often characterized by superior resource acquisition capabilities compared with native species, contributing to their success in new environments. However, the dominance of these species varies, and not all invasive species become dominant, nor are all native species uniformly vulnerable [...] Read more.
Invasive plant species are often characterized by superior resource acquisition capabilities compared with native species, contributing to their success in new environments. However, the dominance of these species varies, and not all invasive species become dominant, nor are all native species uniformly vulnerable to competitive exclusion. In this study, we analyzed 19 functional traits across 144 herbaceous plant species in Guangzhou, China. The studied species included 31 invasive dominant species (IDS), 19 invasive non-dominant species (INS), 63 native dominant species (NDS), and 31 native non-dominant species (NNS). Our findings reveal no significant differences in functional traits between IDS and INS, indicating a broad trait similarity within invasive categories. Pronounced similarities between invasive species and NDS suggest an ecological equivalency that facilitates successful integration and competition in new habitats. Notable differences in several key traits—height, leaf thickness, leaf water content, stoichiometry, photosynthetic rate, water use efficiency, and nitrogen use efficiency—indicate a competitive superiority in resource acquisition and utilization for invasive species over NNS. These distinctions are vital for understanding the mechanisms driving the success of invasive species and are crucial for developing strategies to manage their impact on native ecosystems. Full article
(This article belongs to the Topic Plant Invasion)
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<p>Geographic map and land use pattern of the studied area. Note: the land use pattern of Guangzhou is based on data sourced from the website <a href="https://www.resdc.cn/" target="_blank">https://www.resdc.cn/</a>.</p>
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<p>Differences in plant phenotypic and reproductive traits using phylogenetic ANOVA. (<b>a</b>) Leaf area (LA, cm<sup>2</sup>); (<b>b</b>) leaf thickness (LT, mm); (<b>c</b>) specific leaf area (SLA, cm<sup>2</sup> g<sup>−1</sup>); (<b>d</b>) height (H, cm); (<b>e</b>) thousand-seed weight (TSW, g).</p>
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<p>Differences in plant leaf stoichiometry and leaf water content using phylogenetic ANOVA. (<b>a</b>) Leaf carbon content (LC, %); (<b>b</b>) leaf nitrogen content (N, mg<sup>−1</sup> g<sup>−1</sup>); (<b>c</b>) leaf phosphorus content (P, mg<sup>−1</sup> g<sup>−1</sup>); (<b>d</b>) leaf carbon/nitrogen ratio (C:N); (<b>e</b>) leaf nitrogen/phosphorus ratio (N:P); (<b>f</b>) leaf water content (LWC, %).</p>
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<p>Differences in plant leaf stoichiometry and leaf water content using phylogenetic ANOVA. (<b>a</b>) Leaf carbon content (LC, %); (<b>b</b>) leaf nitrogen content (N, mg<sup>−1</sup> g<sup>−1</sup>); (<b>c</b>) leaf phosphorus content (P, mg<sup>−1</sup> g<sup>−1</sup>); (<b>d</b>) leaf carbon/nitrogen ratio (C:N); (<b>e</b>) leaf nitrogen/phosphorus ratio (N:P); (<b>f</b>) leaf water content (LWC, %).</p>
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<p>Comparative analysis of leaf chlorophyll content and photosynthetic rates across four groups using phylogenetic ANOVA. (<b>a</b>) Leaf chlorophyll content (SPAD); (<b>b</b>) maximum photosynthetic rate per area (A<sub>area</sub>, μmol m<sup>−2</sup> s<sup>−1</sup>); (<b>c</b>) maximum stomatal conductance per area (g<sub>sa</sub>, mol m<sup>−2</sup> s<sup>−1</sup>); (<b>d</b>) maximum photosynthetic rate per mass (A<sub>mass</sub>, μmol g<sup>−1</sup> s<sup>−1</sup>); (<b>e</b>) maximum stomatal conductance per mass (g<sub>s</sub>, mmol g<sup>−1</sup> s<sup>−1</sup>).</p>
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<p>Comparative analysis of leaf chlorophyll content and photosynthetic rates across four groups using phylogenetic ANOVA. (<b>a</b>) Leaf chlorophyll content (SPAD); (<b>b</b>) maximum photosynthetic rate per area (A<sub>area</sub>, μmol m<sup>−2</sup> s<sup>−1</sup>); (<b>c</b>) maximum stomatal conductance per area (g<sub>sa</sub>, mol m<sup>−2</sup> s<sup>−1</sup>); (<b>d</b>) maximum photosynthetic rate per mass (A<sub>mass</sub>, μmol g<sup>−1</sup> s<sup>−1</sup>); (<b>e</b>) maximum stomatal conductance per mass (g<sub>s</sub>, mmol g<sup>−1</sup> s<sup>−1</sup>).</p>
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<p>Differences in plant water and nutrient use efficiency traits using phylogenetic ANOVA. (<b>a</b>) Intrinsic water use efficiency (WUE<sub>i</sub>, μmol mol<sup>−1</sup>); (<b>b</b>) photosynthetic nitrogen use efficiency (PNUE, μmol mol<sup>−1</sup> s<sup>−1</sup>); (<b>c</b>) photosynthetic phosphorus use efficiency (PPUE, μmol mol<sup>−1</sup> s<sup>−1</sup>).</p>
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<p>A principal component analysis of 19 functional traits of the 144 study species. (<b>a</b>) Loading of the 19 traits on the first two axes; (<b>b</b>) species loadings on the first and second axes; (<b>c</b>) box-plots of species scores on PC1; (<b>d</b>) box-plots of species scores on PC2. The red circles, blue triangles, purple squares, and pink crosses in (<b>b</b>) represent invasive dominant species (IDS), invasive non-dominant species (INS), native dominant species (NDS), and native non-dominant species (NNS), respectively. The abbreviations used for the traits are consistent with those mentioned in the text.</p>
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46 pages, 25578 KiB  
Review
Remote Sensing and Modeling of the Cryosphere in High Mountain Asia: A Multidisciplinary Review
by Qinghua Ye, Yuzhe Wang, Lin Liu, Linan Guo, Xueqin Zhang, Liyun Dai, Limin Zhai, Yafan Hu, Nauman Ali, Xinhui Ji, Youhua Ran, Yubao Qiu, Lijuan Shi, Tao Che, Ninglian Wang, Xin Li and Liping Zhu
Remote Sens. 2024, 16(10), 1709; https://doi.org/10.3390/rs16101709 - 11 May 2024
Cited by 1 | Viewed by 2220
Abstract
Over the past decades, the cryosphere has changed significantly in High Mountain Asia (HMA), leading to multiple natural hazards such as rock–ice avalanches, glacier collapse, debris flows, landslides, and glacial lake outburst floods (GLOFs). Monitoring cryosphere change and evaluating its hydrological effects are [...] Read more.
Over the past decades, the cryosphere has changed significantly in High Mountain Asia (HMA), leading to multiple natural hazards such as rock–ice avalanches, glacier collapse, debris flows, landslides, and glacial lake outburst floods (GLOFs). Monitoring cryosphere change and evaluating its hydrological effects are essential for studying climate change, the hydrological cycle, water resource management, and natural disaster mitigation and prevention. However, knowledge gaps, data uncertainties, and other substantial challenges limit comprehensive research in climate–cryosphere–hydrology–hazard systems. To address this, we provide an up-to-date, comprehensive, multidisciplinary review of remote sensing techniques in cryosphere studies, demonstrating primary methodologies for delineating glaciers and measuring geodetic glacier mass balance change, glacier thickness, glacier motion or ice velocity, snow extent and water equivalent, frozen ground or frozen soil, lake ice, and glacier-related hazards. The principal results and data achievements are summarized, including URL links for available products and related data platforms. We then describe the main challenges for cryosphere monitoring using satellite-based datasets. Among these challenges, the most significant limitations in accurate data inversion from remotely sensed data are attributed to the high uncertainties and inconsistent estimations due to rough terrain, the various techniques employed, data variability across the same regions (e.g., glacier mass balance change, snow depth retrieval, and the active layer thickness of frozen ground), and poor-quality optical images due to cloudy weather. The paucity of ground observations and validations with few long-term, continuous datasets also limits the utilization of satellite-based cryosphere studies and large-scale hydrological models. Lastly, we address potential breakthroughs in future studies, i.e., (1) outlining debris-covered glacier margins explicitly involving glacier areas in rough mountain shadows, (2) developing highly accurate snow depth retrieval methods by establishing a microwave emission model of snowpack in mountainous regions, (3) advancing techniques for subsurface complex freeze–thaw process observations from space, (4) filling knowledge gaps on scattering mechanisms varying with surface features (e.g., lake ice thickness and varying snow features on lake ice), and (5) improving and cross-verifying the data retrieval accuracy by combining different remote sensing techniques and physical models using machine learning methods and assimilation of multiple high-temporal-resolution datasets from multiple platforms. This comprehensive, multidisciplinary review highlights cryospheric studies incorporating spaceborne observations and hydrological models from diversified techniques/methodologies (e.g., multi-spectral optical data with thermal bands, SAR, InSAR, passive microwave, and altimetry), providing a valuable reference for what scientists have achieved in cryosphere change research and its hydrological effects on the Third Pole. Full article
(This article belongs to the Section Remote Sensing in Geology, Geomorphology and Hydrology)
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<p>Literature on spaceborne cryosphere studies and hydrological models in HMA.</p>
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<p>Frequency of occurrence in the literature on spaceborne sensors for cryosphere monitoring.</p>
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<p>Available DEMs, surface elevation, or surface elevation difference (DH) data in HMA.</p>
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<p>The mean annual ground temperature (MAGT) [<a href="#B126-remotesensing-16-01709" class="html-bibr">126</a>,<a href="#B127-remotesensing-16-01709" class="html-bibr">127</a>]. (The boundary of HMA is composed of the results by Zhang [<a href="#B128-remotesensing-16-01709" class="html-bibr">128</a>], Lu [<a href="#B29-remotesensing-16-01709" class="html-bibr">29</a>], and Shean [<a href="#B59-remotesensing-16-01709" class="html-bibr">59</a>]).</p>
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<p>Geodetic glacier mass balance (MB in m w.e.a<sup>−1</sup>) between 2000 and 2020 in HMA with the averaged surface elevation differences by 5 km-sized hexagons from the datasets by Hugonnet et al., 2021 [<a href="#B73-remotesensing-16-01709" class="html-bibr">73</a>].</p>
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<p>Region—wide comparison of glacier-specific mass balance (MB, by m w.e.a<sup>−1</sup>) from five publications aggregated over three different regional boundaries in HMA (MB is marked by spots, its uncertainties are shown by the length of the bars, and different colors represents the data from the corresponding literature). (<b>a</b>) HiMAP regions [<a href="#B193-remotesensing-16-01709" class="html-bibr">193</a>]. (<b>b</b>) RGI regions [<a href="#B180-remotesensing-16-01709" class="html-bibr">180</a>]. (<b>c</b>) Regions by Kääb et al. (2015) [<a href="#B15-remotesensing-16-01709" class="html-bibr">15</a>]. (<b>d</b>) The width of the colored bars represents the periods from the five studies across HMA [<a href="#B15-remotesensing-16-01709" class="html-bibr">15</a>,<a href="#B59-remotesensing-16-01709" class="html-bibr">59</a>,<a href="#B64-remotesensing-16-01709" class="html-bibr">64</a>,<a href="#B72-remotesensing-16-01709" class="html-bibr">72</a>,<a href="#B189-remotesensing-16-01709" class="html-bibr">189</a>].</p>
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<p>Annual average snow water equivalent (SWE) during (<b>a</b>) 1988–2000 and (<b>b</b>) 2001–2020 (SWE is calculated from snow depth data downloaded from linkage of <a href="https://data.tpdc.ac.cn/zh-hans/data/df40346a-0202-4ed2-bb07-b65dfcda9368" target="_blank">https://data.tpdc.ac.cn/zh-hans/data/df40346a-0202-4ed2-bb07-b65dfcda9368</a> accessed on 25 February 2023).</p>
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