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27 pages, 14009 KiB  
Article
Model Development for Estimating Sub-Daily Urban Air Temperature Patterns in China Using Land Surface Temperature and Auxiliary Data from 2013 to 2023
by Yuchen Guo, János Unger and Tamás Gál
Remote Sens. 2024, 16(24), 4675; https://doi.org/10.3390/rs16244675 (registering DOI) - 14 Dec 2024
Abstract
Near-surface air temperature (Tair) is critical for addressing urban challenges in China, particularly in the context of rapid urbanization and climate change. While many studies estimate Tair at a national scale, they typically provide only daily data (e.g., maximum and minimum Tair), with [...] Read more.
Near-surface air temperature (Tair) is critical for addressing urban challenges in China, particularly in the context of rapid urbanization and climate change. While many studies estimate Tair at a national scale, they typically provide only daily data (e.g., maximum and minimum Tair), with few focusing on sub-daily urban Tair at high spatial resolution. In this study, we integrated MODIS-based land surface temperature (LST) data with 18 auxiliary data from 2013 to 2023 to develop a Tair estimation model for major Chinese cities, using random forest algorithms across four diurnal and seasonal conditions: warm daytime, warm nighttime, cold daytime, and cold nighttime. Four model schemes were constructed and compared by combining different auxiliary data (time-related and space-related) with LST. Cross-validation results were found to show that space-related and time-related variables significantly affected the model performance. When all auxiliary data were used, the model performed best, with an average RMSE of 1.6 °C (R2 = 0.96). The best performance was observed on warm nights with an RMSE of 1.47 °C (R2 = 0.97). The importance assessment indicated that LST was the most important variable across all conditions, followed by specific humidity, and convective available potential energy. Space-related variables were more important under cold conditions (or nighttime) compared with warm conditions (or daytime), while time-related variables exhibited the opposite trend and were key to improving model accuracy in summer. Finally, two samples of Tair patterns in Beijing and the Pearl River Delta region were effectively estimated. Our study offered a novel method for estimating sub-daily Tair patterns using open-source data and revealed the impacts of predictive variables on Tair estimation, which has important implications for urban thermal environment research. Full article
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<p>Research area and the location of meteorological stations. As the reference line for the study area, the Hu Line (Heihe–Tengchong Line) is represented by the dashed line. Beijing and the PRD were chosen as sample areas for estimated Tair illustration. Their satellite images and LCZ maps are shown in detail. The LCZ type codes refer to the specific LCZ types, as follows: 1 (compact high-rise), 2 (compact mid-rise), 3 (compact low-rise), 4 (open high-rise), 5 (open mid-rise), 6 (open low-rise), 7 (lightweight low-rise), 8 (large low-rise), 9 (sparsely built), 10 (heavy industry), A (dense trees), B (scattered trees), C (bush, scrub), D (low plants), E (bare rock or paved), F (bare soil or sand), and G (water).</p>
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<p>The overall framework of this study. The main steps are highlighted in blue.</p>
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<p>The RMSE (<b>a</b>) between the predicted and measured Tair based on the tenfold cross-validation of four model schemes under four diurnal and seasonal conditions and the RMSE gaps (ΔRMSE) between Model 1 and the other three model schemes (<b>b</b>).</p>
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<p>Scatter plots and fitting results between observed and estimated Tair of the final model scheme (Model 4) under four diurnal and seasonal conditions based on the tenfold cross-validation. The panels (<b>a</b>–<b>d</b>) represent warm daytime, warm nighttime, cold daytime, and cold nighttime, respectively. The color of the scatter plot represents the point density.</p>
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<p>The relative values of VIMs were calculated for all predictor variables under four diurnal and seasonal conditions, based on the impurity-corrected method. The subfigure (<b>a</b>–<b>d</b>) represent warm daytime, warm nighttime, cold daytime, and cold nighttime, respectively.</p>
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<p>The annual variation in daily RMSE based on cross-validation using the entire dataset, under warm (<b>a</b>) and cold (<b>b</b>) conditions. The gray shades mask the time period with less data. Under the warm condition (<b>a</b>) less than 70% stations have usable data in gray-shaded period and this proportion is 30% during cold condition (<b>b</b>).</p>
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<p>The spatial distribution of RMSE at each station based on cross-validation under four diurnal and seasonal conditions. The panels (<b>a</b>–<b>d</b>) represent warm daytime, warm nighttime, cold daytime, and cold nighttime, respectively.</p>
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<p>Spatiotemporal patterns of the estimated air temperature under the warm (25 July 2023) condition in Beijing. The black oval on the 14:00 map highlights the heat island at the airport.</p>
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<p>Spatiotemporal patterns of the estimated air temperature under the cold (9 January 2018) condition in Beijing. The black ovals on the 02:00 map highlight the heat spots in the northwest mountain regions surrounding Beijing.</p>
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<p>Spatiotemporal patterns of the estimated air temperature under warm conditions (30 September 2019) in the PRD. The black ovals with numbers on the map highlight the major cities within the region. The cities corresponding to the numbers are as follows: 1. Dongguan (coastal areas), 2. Shenzhen (coastal areas), 3. Hong Kong, 4. Macau, 5. Guangzhou and Foshan, and 6. Dongguan (inland areas).</p>
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<p>The annual variation in daily RMSE based on the cross-validation of Model 4, using the limited dataset under warm conditions, with 300 samples randomly selected each day.</p>
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<p>The annual variation in daily RMSE based on cross-validation of three model schemes, Model 1 (<b>a</b>), Model 2 (<b>b</b>), and Model 3 (<b>c</b>). All RMSEs are computed under warm conditions using the same limited dataset as <a href="#remotesensing-16-04675-f011" class="html-fig">Figure 11</a>.</p>
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<p>The spatial patterns of RMSE at each station based on the cross-validation of Model 2 (<b>a</b>) and Model 3 (<b>b</b>) under warm nighttime conditions.</p>
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16 pages, 4187 KiB  
Article
Diagenesis of Deep Low Permeability Reservoir in Huizhou Sag and Its Influence on Reservoirs
by Shan Jiang, Rong Guo, Shuyu Jiang and Jun Cai
Appl. Sci. 2024, 14(24), 11656; https://doi.org/10.3390/app142411656 - 13 Dec 2024
Viewed by 308
Abstract
The Paleogene Enping Formation in the Huizhou Sag, Pearl River Mouth Basin, has been identified as a key target for deep oil and gas exploration. However, research on the diagenesis of these deep reservoirs still remains limited. This study evaluated the role played [...] Read more.
The Paleogene Enping Formation in the Huizhou Sag, Pearl River Mouth Basin, has been identified as a key target for deep oil and gas exploration. However, research on the diagenesis of these deep reservoirs still remains limited. This study evaluated the role played by diagenetic processes on the reservoir quality of the Paleogene Enping Formation in the Huizhou Sag, Pearl River Mouth Basin, from braided river deltas to meandering river deltas. A core observation, thin section examination, cathode luminescence analysis, scanning electron microscopy, mercury penetration, porosity–permeability test, and other analytical methods were performed to analyze the diagenesis and its impact on the physical properties of the deep, low-permeability sandstone reservoirs in the Enping Formation within the study area. It was shown that the reservoir composition maturity of the Paleogene Enping Formation in Huizhou Sag is relatively high, and the reservoir space is dominated by dissolved pores, accounting for more than 48.2%. The deep and ultra-deep clastic reservoirs are typically characterized by “low porosity, low permeability, and strong heterogeneity”. In particular, the reservoir space of the deep, low-permeability reservoir of the Enping Formation is significantly affected by diagenesis in which mechanical compaction notably altered the porosity of the Enping Formation reservoir, with a reduction in pore volume ranging from 12.5 to 27.2% (average 18.9%); cementation usually enhances pore reduction by between 2.1 and 28.7% (average 11.7%), while dissolution has resulted in an increase in pore volume ranging from 1.4 to 25.6% (average 10.1%). A further analysis revealed that the deep reservoir type in this region is characterized by “densification”, as evidenced by the correlation between reservoir porosity–permeability evolution and hydrocarbon accumulation. Full article
(This article belongs to the Section Earth Sciences)
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<p>A structural map of the Huizhou Sag in the Peral River Mouth Basin [<a href="#B37-applsci-14-11656" class="html-bibr">37</a>]. (<b>A</b>) The geographical location of the Pearl River Mouth Basin. (<b>B</b>) A location map of the Huizhou Sag, the Pearl River Mouth Basin. (<b>C</b>) The locations of the study area and sample well.</p>
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<p>Comprehensive column chart of strata in Huizhou Sag, Pearl River Estuary Basin [<a href="#B41-applsci-14-11656" class="html-bibr">41</a>,<a href="#B42-applsci-14-11656" class="html-bibr">42</a>].</p>
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<p>Rock component projection map and sandstone types of Enping Formation in Huizhou Sag. Q—Quartz; F—Feldspar; L—Lithic.</p>
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<p>Physical characteristics of sandstone of Enping Formation in Huizhou Sag.</p>
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<p>Pore types in Enping Formation in Huizhou Sag.</p>
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<p>Photomicrographs and SEM images of the Enping Formation in Huizhou Sag sandstone: (<b>A</b>) Well Y8, 3392 m, with a high argillaceous matrix content and a dense structure; (<b>B</b>) Well Y5, 3546.3 m, with a high argillaceous matrix content contact between clastic particles; (<b>C</b>) Well Y1, 3601 m, where intense compaction causes the rock to form fractures; (<b>D</b>) Well Y4, 3541.3 m, which has microcrystalline quartz and lamellar chlorite aggregate; (<b>E</b>) Well Y8, 3313 m, which has intergranular pores filled with cement ferridolomite grains; (<b>F</b>) Well Y6, 3507 m, where the clastic particles are in point contact, and carbonate cement is developed; (<b>G</b>) Well Y9, 3374.7 m, where the formed intergranular pores are filled with carbonate cement; (<b>H</b>) Well Y4, 3684.5 m, with a feldspar solution hole; and (<b>I</b>) Well Y5, 3550.1 m, with pores formed by rock debris dissolution.</p>
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<p>Diagenetic sequence of sandstone reservoir of Enping Formation in study area.</p>
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<p>Relationship between intergranular volume and cement content in Enping Formation, Huizhou Depression.</p>
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23 pages, 28195 KiB  
Article
Slow-Moving Landslide Hazard Assessment Using LS-Unilab Deep Learning Model with Highlighted InSAR Deformation Signal
by Xiangyang Li, Peifeng Ma, Song Xu, Hong Zhang, Chao Wang, Yukun Fan and Yixian Tang
Remote Sens. 2024, 16(24), 4641; https://doi.org/10.3390/rs16244641 - 11 Dec 2024
Viewed by 350
Abstract
Slow-moving landslides are often precursors of catastrophic failure, posing a major threat to human life and property safety. Interferometric synthetic aperture radar (InSAR) has become a crucial tool for investigating slow-moving landslides hazard because of its high-precision detection capability for slow surface deformation. [...] Read more.
Slow-moving landslides are often precursors of catastrophic failure, posing a major threat to human life and property safety. Interferometric synthetic aperture radar (InSAR) has become a crucial tool for investigating slow-moving landslides hazard because of its high-precision detection capability for slow surface deformation. However, landslides usually occur in alpine canyon areas and vegetation coverage areas where InSAR measurements are still limited by temporal and spatial decorrelation and atmospheric influences. In addition, there are several difficulties in monitoring the multiscale characterization of landslides from the InSAR results. To address this issue, this paper proposes a novel method for slow-moving landslide hazard assessment in low-coherence regions. A window-based atmosphere correction method is designed to highlight the surface deformation signals of InSAR results in low-coherence regions and reduce false alarms in landslide hazard assessment. Then, the deformation annual velocity rate map, coherence map and DEM are used to construct the InSAR sample set. A landslide hazard assessment model named Landslide-SE-Unilab is subsequently proposed. The global–local relationship aggregation structure is designed to capture the spatial relationship between local pixel-level deformation features and global landslides, which can reduce the number of missed assessments and false assessments of small-scale landslides. Additionally, a squeeze-and-excitation network is embedded to adjust the weight relationship between the features of each channel in order to enhance the performance of network evaluation. The method was evaluated in Kangding city and the Jinsha River Valley in the Hengduan Mountains, where a total of 778 potential landslides with slow deformation were identified. The effectiveness and accuracy of this approach for low-coherence landslide hazard assessment are demonstrated through comparisons with optical images and previous research findings, as well as evaluations via time-series deformation results. Full article
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<p>Flowchart of the proposed technique.</p>
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<p>Flowchart of SBAS-InSAR with a window-based atmospheric correction.</p>
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<p>Flowchart of the sample production process.</p>
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<p>The LS-Unilab model. The deformation annual velocity rate map, coherence map, and DEM are selected for the model input.</p>
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<p>Study area and fault distribution. The black lines represent faults (source: <a href="https://docs.gmt-china.org/latest/dataset-CN/CN-faults/" target="_blank">https://docs.gmt-china.org/latest/dataset-CN/CN-faults/</a>, accessed on 16 May 2024). The red dots denote the earthquake locations since 2008 (source: <a href="https://data.earthquake.cn/" target="_blank">https://data.earthquake.cn/</a>, accessed on 16 May 2024), and the black boxes represent the Sentinel-1 data coverage used in this work. The background is the SRTM1 DEM (source: <a href="http://step.esa.int/auxdata/dem/SRTMGL1/" target="_blank">http://step.esa.int/auxdata/dem/SRTMGL1/</a>, accessed on 16 May 2024).</p>
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<p>Field photographs of the landslides along the Jinsha River.</p>
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<p>Annual velocity rate of path 26 from Sentinel-1 images from Jan 2022 to Sep 2023 and statistical results, where regions A–D are selected for detailed analysis. (<b>a</b>) The uncorrected results; (<b>b</b>) the elevation correction results; (<b>c</b>) the window based atmospheric correction results; and (<b>d</b>) the statistical results of (<b>a</b>,<b>c</b>).</p>
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<p>Annual deformation velocity of Kangding city (<b>a</b>) and the Jinsha River Gorge (<b>b</b>) from Sentinel-1 images from January 2022 to September 2023, where regions I–VI are selected for detailed analysis. (<b>c</b>) Zoomed-in view of area IV in (<b>b</b>), where the locations of P1–P6 correspond to the field photographs in <a href="#remotesensing-16-04641-f006" class="html-fig">Figure 6</a>. (<b>d</b>,<b>e</b>) (corresponding to areas (4) and (3) in <a href="#remotesensing-16-04641-f009" class="html-fig">Figure 9</a>) Corresponded to regions A and B in black circle of (<b>a</b>); (<b>f</b>,<b>g</b>) (corresponded to areas (2) and (1) in <a href="#remotesensing-16-04641-f009" class="html-fig">Figure 9</a>) Corresponded to regions V and VI in (<b>b</b>).</p>
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<p>Assessment results of slow-moving landslides, where regions in circles are selected for detailed analysis.</p>
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<p>Landslide hazard assessment results and statistical results for Kangding city (<b>a</b>,<b>c</b>) and the Jinsha River Gorge (<b>b</b>,<b>d</b>). The red triangles represent the locations of slow-moving landslides.</p>
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<p>Validation region in Kangding City; (<b>a</b>) Annual deformation rate map; (<b>b</b>) base image of the Sentinel-2 optical image; (<b>c</b>) model identification results; (<b>d</b>) threshold separation results.</p>
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<p>Validation region in the Jinsha River Gorge; (<b>a</b>) annual deformation rate map; (<b>b</b>) base image of the Sentinel-2 optical image; (<b>c</b>) model identification results; (<b>d</b>) threshold separation results.</p>
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<p>The upper background image is a Google Earth image overlaid with deformation rates, with red rectangles indicating the landslide identification results; the lower part shows the time-series deformation results of the monitoring points. (<b>a</b>–<b>d</b>) Areas of verification points in <a href="#remotesensing-16-04641-f010" class="html-fig">Figure 10</a>.</p>
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<p>Compared with other research results, the deformation period time is marked. (<b>a</b>) Results obtained by Zou et al. [<a href="#B45-remotesensing-16-04641" class="html-bibr">45</a>]; (<b>c</b>,<b>d</b>) results obtained by Liu et al. [<a href="#B12-remotesensing-16-04641" class="html-bibr">12</a>,<a href="#B13-remotesensing-16-04641" class="html-bibr">13</a>]; (<b>e</b>) results obtained by Zhang et al. [<a href="#B50-remotesensing-16-04641" class="html-bibr">50</a>]; (<b>b</b>,<b>f</b>) results obtained in the present study; (<b>g</b>–<b>k</b>) the Sentinel-2 optical imagery of areas delineated by black rectangles in (<b>f</b>). Red circels are selected for detailed analysis. The legend of the original text in the figure was redrawn.</p>
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27 pages, 500 KiB  
Article
New Infrastructure Construction and Coordinated Development of the Regional Economy: The Empirical Evidence from the Yangtze River Delta Region in China
by Chaonan Feng, Qinfan Gan and Hao Li
Sustainability 2024, 16(24), 10846; https://doi.org/10.3390/su162410846 - 11 Dec 2024
Viewed by 339
Abstract
This study explores the “gap reduction effect” of new infrastructure on regional economic disparities, investigating both its impact and underlying mechanisms in narrowing these gaps. Focusing on 41 prefecture-level cities within the Yangtze River Delta, this paper constructs an evaluation index system for [...] Read more.
This study explores the “gap reduction effect” of new infrastructure on regional economic disparities, investigating both its impact and underlying mechanisms in narrowing these gaps. Focusing on 41 prefecture-level cities within the Yangtze River Delta, this paper constructs an evaluation index system for new infrastructure and quantitatively measures its development. The results reveal that while the overall level of new infrastructure in the region is relatively advanced, there are notable disparities between cities. The benchmark analysis demonstrates a significant positive relationship between the development of new infrastructure and the promotion of coordinated regional economic growth. New infrastructure fosters industrial and spatial integration through three primary pathways: enhancing the efficiency of the resource allocation within regions, driving industrial upgrades, and facilitating the diffusion of technological innovations. These factors collectively contribute to the balanced and coordinated development of regional economies. Further investigation uncovers a threshold effect, suggesting that the level of digitalization plays a crucial role in facilitating the regional economic integration catalyzed by new infrastructure. Full article
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<p>Diagram of mechanism of regional economic coordinated development driven by new infrastructure.</p>
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15 pages, 11963 KiB  
Article
Seabed Liquefaction Risk Assessment Based on Wave Spectrum Characteristics: A Case Study of the Yellow River Subaqueous Delta, China
by Hongan Sun, Jishang Xu, Zhenhuan Tian, Lulu Qiao, Zhixing Luan, Yaxin Zhang, Shaotong Zhang, Xingmin Liu and Guangxue Li
J. Mar. Sci. Eng. 2024, 12(12), 2276; https://doi.org/10.3390/jmse12122276 - 11 Dec 2024
Viewed by 274
Abstract
Seabed liquefaction induced by wave loading poses considerable risks to marine structures and requires careful consideration in marine engineering design and construction. Traditional methods relying on statistical wave parameters for analyzing random waves often underestimate the potential for seabed liquefaction. To address this [...] Read more.
Seabed liquefaction induced by wave loading poses considerable risks to marine structures and requires careful consideration in marine engineering design and construction. Traditional methods relying on statistical wave parameters for analyzing random waves often underestimate the potential for seabed liquefaction. To address this underestimation, the present study employs field observations and numerical simulations to examine wave characteristics and liquefaction distribution across various wave return periods in the Chengdao Sea area of the Yellow River subaqueous delta. The research results indicated that the wave decay phase exhibited a higher liquefaction potential than the growth phase, primarily because of the prevalence of low-frequency swell waves. The China Hydrological Code Spectrum (CHC Spectrum) effectively captured the wave characteristics in the study area, with parameterization grounded in measured data. The poro-elastic wave–sediment interaction model further elucidated the liquefaction distribution under extreme wave conditions, revealing a maximum liquefaction depth exceeding 3 m and prominent liquefaction zones at water depths of 5–15 m. Notably, seabed properties emerged as a critical factor for liquefaction and overshadowed water depth, with non-liquefaction zones occurring at water depths of less than 15 m at high clay content, highlighting the general liquefaction risk of silty seabed. This study enhances understanding of the seabed liquefaction process and offers valuable insights into engineering safety. Full article
(This article belongs to the Section Coastal Engineering)
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Figure 1
<p>Overview of the study area. (<b>a</b>) Location of the study area; (<b>b</b>–<b>d</b>) represent clay content, silt content, and sand content, respectively. The black dots indicate seabed surface sediment sampling stations, the magenta mark represents the wave observation station (CB), and the black lines denote water depth contour.</p>
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<p>Wave conditions in the study area. (<b>a</b>) Time series of significant wave height <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>H</mi> </mrow> <mrow> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math> (red line) and peak wave period <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msub> </mrow> </semantics></math> (blue line). (<b>b</b>) Relationship between <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>H</mi> </mrow> <mrow> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math>. (<b>c</b>) Relationship between <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>H</mi> </mrow> <mrow> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math>. (<b>d</b>) Relationship between <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <mi>p</mi> </mrow> </msub> </mrow> </semantics></math>.</p>
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<p>Wave spectrum of (<b>a</b>) wave growth and (<b>b</b>) wave decay processes. Note: The same colors in (<b>a</b>,<b>b</b>) indicate similar wave conditions.</p>
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<p>Relationship between significant wave height <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>H</mi> </mrow> <mrow> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math> and CHC Spectrum parameters of (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>α</mi> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>P</mi> </mrow> </semantics></math>, (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>Q</mi> </mrow> </semantics></math>, (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math>, (<b>e</b>) <math display="inline"><semantics> <mrow> <mi>B</mi> </mrow> </semantics></math>, and (<b>f</b>) <math display="inline"><semantics> <mrow> <msup> <mrow> <mi>H</mi> </mrow> <mrow> <mi mathvariant="normal">*</mi> </mrow> </msup> </mrow> </semantics></math>. The black line represents the fit line from the original data, and the pink shadow represents the 95% confidence interval. The parameters are grouped according to the range of <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>H</mi> </mrow> <mrow> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math>, and the average value of the parameters within the group is represented as a blue dot.</p>
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<p>Comparison of the CHC Spectrum estimated by parameters and measured spectrum.</p>
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<p>Calculation of extreme wave conditions at CB station in different return periods through Pearson-III fitting. The scattered blue solid dots are the annual extreme values of FVCOM-simulated <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>H</mi> </mrow> <mrow> <mi>s</mi> </mrow> </msub> </mrow> </semantics></math> between 2010 and 2020, and the red line is the Pearson-III fitting curve.</p>
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<p>Spatial distribution of significant wave height in the 50-year return period. The black lines in the figure represent the water depth contour.</p>
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<p>Distribution of maximum liquefaction depth on 22 February 2015.</p>
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<p>Liquefaction process of (<b>a</b>) wave growth and (<b>b</b>) wave decay stage. Liquefaction depth (<b>a1</b>,<b>b1</b>) and liquefaction degree resulting from different wave components of the infra-gravity wave band (<b>a2</b>,<b>b2</b>), swell wave band (<b>a3</b>,<b>b3</b>), and wind wave band (<b>a4</b>,<b>b4</b>). Note: the corresponding wave spectrum is shown in <a href="#jmse-12-02276-f003" class="html-fig">Figure 3</a>.</p>
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<p>The relationship between silt content and clay content, and the color indicates the water depth.</p>
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<p>Spatial distribution of liquefaction depth under (<b>a</b>) 2-year, (<b>b</b>) 5-year, (<b>c</b>) 10-year, (<b>d</b>) 20-year, and (<b>e</b>) 50-year return periods. The black lines in the figure show the water depth contour lines.</p>
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11 pages, 945 KiB  
Article
Identification and Assessment of Toxic Substances in Environmental Justice Cases
by Xiaowei Xu, Dapeng Zhang, Jun Zhang, Zehua Zhao, Jing Hua, Yi Wang, Houhu Zhang and Qi Yu
Toxics 2024, 12(12), 900; https://doi.org/10.3390/toxics12120900 - 11 Dec 2024
Viewed by 387
Abstract
This study assessed heavy metal contamination in industrial solid waste (S1, S2, S3, and S4) from the Yangtze River Delta region, employing nine risk assessment methods including total content indices (e.g., Igeo, CF) and speciation indices (e.g., ICF, GCF). Four types of industrial [...] Read more.
This study assessed heavy metal contamination in industrial solid waste (S1, S2, S3, and S4) from the Yangtze River Delta region, employing nine risk assessment methods including total content indices (e.g., Igeo, CF) and speciation indices (e.g., ICF, GCF). Four types of industrial solid waste not classified as hazardous but containing heavy metals were analyzed. Key findings revealed significant variability in risk assessments based on chemical speciation versus total content. For example, while S1, S3, and S4 exceeded background levels, S4 showed higher mobility of Pb, Cr (VI), Cu, Ni, and As despite lower overall content. Elements like Cd and Cr (VI) exhibited discrepancies between total content and speciation-based assessments due to low background values and high toxicity. Multi-element indices (DC, RI) indicated higher pollution degrees compared to speciation indices (GCF, GRI). These results underscore the need for integrating multiple assessment methods to accurately evaluate environmental risks in judicial practices. Full article
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<p>Speciation of metals in solid wastes (%).</p>
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<p>Correlations of assessment models of degree of multi-metal pollution and ecological risk.</p>
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18 pages, 2467 KiB  
Article
Spatiotemporal Patterns and Driving Factors of Carbon Footprint in Coastal Saline Cropland Ecosystems: A Case Study of the Yellow River Delta, China
by Yang Li, Dingwen Zhang, Ying Wen, Xiaoling Liu, Yi Zhang and Guangmei Wang
Land 2024, 13(12), 2145; https://doi.org/10.3390/land13122145 - 10 Dec 2024
Viewed by 293
Abstract
Coastal saline cropland ecosystems are becoming increasingly vital for food security in China, driven by the decline in arable land and the growing demand for resource-intensive diets. Although developing and utilizing saline land can boost productivity, it also impacts greenhouse gas (GHG) emissions. [...] Read more.
Coastal saline cropland ecosystems are becoming increasingly vital for food security in China, driven by the decline in arable land and the growing demand for resource-intensive diets. Although developing and utilizing saline land can boost productivity, it also impacts greenhouse gas (GHG) emissions. This study uses the Yellow River Delta as a case study to analyze the spatial-temporal patterns of carbon footprints in saline croplands from 2001 to 2020 and their correlations with climate factors, cropland management scale, and agricultural mechanization. The results reveal that agricultural production in this region is characterized by high inputs, emissions, and outputs, with carbon emission efficiency improving significantly due to a reduction in net carbon emissions. Major sources of carbon emissions include electricity, chemical nitrogen fertilizers, nitrogen input, and straw return, which together account for 65.06% of total emissions. Based on these findings, three key principles have been proposed for policy recommendations to enhance carbon emission efficiency. First, adopt tailored strategies for regions with different salinization levels. Second, strengthen cropland drainage infrastructure to mitigate the adverse effects of heavy rainfall. Third, expand the scale of cropland management through land transfers and promote agricultural mechanization. These insights offer valuable guidance for mitigating GHG emissions in coastal saline cropland ecosystems. Full article
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<p>The location and the distribution of the 5 counties (Dongying District, Hekou District, Kenli District, Lijin County, and Guangrao County) for the study area. The soil salinity of Dongying City was based on the soil sampling in 2020.</p>
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<p>System boundary, GHG emissions, and carbon sequestration in a cropland ecosystem. Red arrows represent GHG emissions and green arrows represent carbon sequestration.</p>
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<p>Variations of carbon emission sources (<b>a</b>), agricultural input (<b>b</b>), N<sub>2</sub>O emissions (<b>c</b>), and CH<sub>4</sub> emissions (<b>d</b>) in the whole Yellow River Delta region during 2001–2020. (<b>e</b>) The average values of carbon emission sources during 2001–2020.</p>
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<p>Variations and boxplots of carbon emissions (<b>a</b>,<b>f</b>), carbon sequestration (<b>b</b>,<b>g</b>), net carbon emissions (<b>c</b>,<b>h</b>), energy output (<b>d</b>,<b>i</b>), and carbon emission efficiency (<b>e</b>,<b>j</b>) for the whole Yellow River Delta region.</p>
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<p>Carbon emission indices (carbon emission, carbon sequestration, energy output, net carbon emissions, carbon emission efficiency), cropland management scale (arable land per capita of rural population), agricultural mechanization (machinery input per unit arable land), and climate factors (minimum temperature, maximum temperature, average temperature, annual precipitation, and annual evaporation) are all represented graphically in a correlation matrix using the Spearman correlation coefficient. Positive correlations are shown by orange, whereas negative correlations are shown by blue. The size of the circles and the color intensity show how strongly the relationships exist. Non-significant correlations (<span class="html-italic">p</span> &gt; 0.05) are indicated by empty cells.</p>
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14 pages, 3383 KiB  
Article
Friction Behaviors and Wear Mechanisms of Carbon Fiber Reinforced Composites for Bridge Cable
by Guijun Xian, Xiao Qi, Rui Guo, Jingwei Tian, Huigang Xiao and Chenggao Li
Polymers 2024, 16(23), 3446; https://doi.org/10.3390/polym16233446 - 9 Dec 2024
Viewed by 444
Abstract
Carbon fiber reinforced epoxy resin composites (CFRP) demonstrate superior wear resistance and fatigue durability, which are anticipated to markedly enhance the service life of structures under complex conditions. In the present paper, the friction behaviors and wear mechanisms of CFRP under different applied [...] Read more.
Carbon fiber reinforced epoxy resin composites (CFRP) demonstrate superior wear resistance and fatigue durability, which are anticipated to markedly enhance the service life of structures under complex conditions. In the present paper, the friction behaviors and wear mechanisms of CFRP under different applied loads, sliding speeds, service temperatures, and water lubrication were studied and analyzed in detail. The results indicated that the tribological properties of CFRP were predominantly influenced by the applied loads, as the tangential displacement generated significant shear stress at the interface of the friction pair. Serviced temperature was the next most impactful factor, while the influence of water lubrication remained minimal. Moreover, when subjected to a load of 2000 g, the wear rate and scratch width of the samples exhibited increases of 158% and 113%, respectively, compared to those loaded with 500 g. This observed escalation in wear characteristics can be attributed to irreversible debonding damage at the fiber/resin interface, leading to severe delamination wear. At elevated temperatures of 100 °C and 120 °C, the wear rate of CFRP increased by 75% and 112% compared to that at room temperature. This augmentation in wear was attributed to the transition of the epoxy resin from a glassy to an elastic state, which facilitated enhanced fatigue wear. Furthermore, both sliding speed and water lubrication displayed a negligible influence on the friction coefficient of CFRP, particularly under water lubrication conditions at 60 °C, where the friction coefficient was only 15%. This was because the lubricant properties and thermal management provided by the water molecules, which mitigated the frictional interactions, led to only minor abrasive wear. In contrast, the wear rate of CFRP at a sliding speed of 120 mm/s was found to be 74% greater than that observed at 60 mm/s. This significant increase can be attributed to the disparity in sliding rates, which induced uncoordinated deformation in the surface and subsurface of the CFRP, resulting in adhesive wear. Full article
(This article belongs to the Section Polymer Processing and Engineering)
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<p>Epoxy resin matrix and its corresponding two curing agents: (<b>a</b>) epoxy Ts-A; (<b>b</b>) epoxy Ts-B; (<b>c</b>) curing agent HTDA.</p>
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<p>Vacuum-assisted resin injection molding process diagram.</p>
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<p>Reciprocating friction and wear testing: (<b>a</b>) friction pair system; (<b>b</b>) machine structure principle; (<b>c</b>) friction disk system; (<b>d</b>) motor driver.</p>
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<p>CFRP surface scratches and corresponding micromorphology of grinding ball under different loads: (<b>a</b>,<b>e</b>) 500 g; (<b>b</b>,<b>f</b>) 1000 g; (<b>c</b>,<b>g</b>) 1500 g; (<b>d</b>,<b>h</b>) 2000 g.</p>
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<p>CFRP surface scratches and corresponding micromorphology of grinding ball under different sliding speeds: (<b>a</b>,<b>e</b>) 60 mm/s; (<b>b</b>,<b>f</b>) 80 mm/s; (<b>c</b>,<b>g</b>) 100 mm/s; (<b>d</b>,<b>h</b>) 120 mm/s.</p>
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<p>CFRP surface scratches and corresponding micromorphology of grinding ball under different serviced temperatures: (<b>a</b>,<b>f</b>) R.T.; (<b>b</b>,<b>g</b>) 60 °C; (<b>c</b>,<b>h</b>) 80 °C; (<b>d</b>,<b>i</b>) 100 °C; (<b>e</b>,<b>j</b>) 120 °C.</p>
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<p>CFRP surface scratches and corresponding micromorphology of grinding ball under different water lubrication: (<b>a</b>,<b>e</b>) R.T.; (<b>b</b>,<b>f</b>) 60 °C; (<b>c</b>,<b>g</b>) 80 °C; (<b>d</b>,<b>h</b>) 95 °C.</p>
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<p>Wear morphology comparison of CFRP under each of the most severe service conditions: (<b>a</b>,<b>e</b>) 2000 g applied load; (<b>b</b>,<b>f</b>) 120 mm/s sliding rate; (<b>c</b>,<b>g</b>) 120 °C serviced temperature; (<b>d</b>,<b>h</b>) 95 °C water lubrication.</p>
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23 pages, 1399 KiB  
Article
The Impact of Regional Policies on the Efficiency of Scientific and Technological Innovation in Universities: Evidence from China
by Ying Qin and Shouliang Guo
Sustainability 2024, 16(23), 10775; https://doi.org/10.3390/su162310775 - 9 Dec 2024
Viewed by 564
Abstract
The efficiency of scientific and technological innovation in universities is strongly influenced by both institutional structures and policies. However, existing research predominantly emphasizes the role of internal factors—such as resource allocation, management efficiency, personnel systems within universities, and education-sector policies—on innovation efficiency. This [...] Read more.
The efficiency of scientific and technological innovation in universities is strongly influenced by both institutional structures and policies. However, existing research predominantly emphasizes the role of internal factors—such as resource allocation, management efficiency, personnel systems within universities, and education-sector policies—on innovation efficiency. This focus often overlooks the significant impact of regional factors on innovation outcomes. This study compares and analyzes the scientific and technological innovation efficiency of universities, growth rates, sources of inefficiency, inter-regional disparities, and intra-regional differences between universities in three strategically important regions in China, namely the Yangtze River Delta, the Pearl River Delta, and the Beijing–Tianjin–Hebei region, based on their respective regional planning from 2007 to 2017. Additionally, it employs the Tobit model to explore the pathways to improve the scientific and technological innovation efficiency of universities within these three major strategic regions. This study finds that the implementation of targeted regional policies significantly enhances the efficiency of scientific and technological innovation in Chinese universities. Furthermore, it reveals that this positive impact also exhibits differences between universities and regions. The promotion effect of targeted regional policies on the efficiency of scientific and technological innovation in universities shows a high degree of similarity. In more developed cities, however, the scientific and technological innovation efficiency of universities tends to be lower. Both the Yangtze River Delta and the Pearl River Delta regions within the three major strategic areas are significantly affected by the negative impact of financial assets, while the Beijing–Tianjin–Hebei region, although affected negatively, is not significant. Moreover, this study uncovers that population density and fixed assets also serve as factors that can enhance the scientific and technological innovation efficiency of universities. Full article
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<p>The methodology diagram.</p>
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<p>The historical evolution of efficiency in scientific and technological innovation at Chinese universities.</p>
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<p>The historical evolution of the growth rate of efficiency in scientific and technological innovation at Chinese universities.</p>
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<p>The overall financial disparity among universities in different regions of China.</p>
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<p>The overall financial disparity among universities in different regions of China.</p>
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15 pages, 756 KiB  
Article
Relational Extraction from Biomedical Texts with Capsule Network and Hybrid Knowledge Graph Embeddings
by Yutong Chen, Xia Li, Yang Liu, Peng Bi and Tiangui Hu
Symmetry 2024, 16(12), 1629; https://doi.org/10.3390/sym16121629 - 9 Dec 2024
Viewed by 420
Abstract
In the expanding landscape of biomedical literature, numerous latent associations outlined in scholarly papers await discovery and integration into biomedical databases. Biomedical Natural Language Processing (NLP) research focuses on automating knowledge extraction and mining from this literature, particularly emphasizing the essential task of [...] Read more.
In the expanding landscape of biomedical literature, numerous latent associations outlined in scholarly papers await discovery and integration into biomedical databases. Biomedical Natural Language Processing (NLP) research focuses on automating knowledge extraction and mining from this literature, particularly emphasizing the essential task of Relation Extraction (RE). However, existing models have limitations, mainly in their applicability to partial datasets for RE tasks. Moreover, conventional models often treat RE as a binary classification challenge, which proves suboptimal given the diverse relationships, including intricate ones like similarity and hierarchy, present in the RE dataset. These limitations are exacerbated by the models’ inability to capture word-level positional nuances and sentence-level language features. In response to these challenges, we present a novel RE model called BicapBert. This model integrates neural networks and capsule networks, enhancing them with hybrid knowledge graph embeddings to extract relevant features. BicapBert utilizes PubMedBERT and capsule networks to extract word-level positional and sentence-level language features. It further captures knowledge features from a biomedical knowledge graph, integrating them with the aforementioned linguistic features. The amalgamated information is then input into a multi-layer perceptron, culminating in results derived through a softmax classifier. Experimental evaluations on three extensive RE task datasets showcase the state-of-the-art performance of our proposed model. Additionally, we validate the model’s efficacy on three randomly selected biomedical datasets for various tasks, further affirming its superiority. Full article
(This article belongs to the Section Computer)
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<p>The architecture of our model. This figure uses the sentence “Barbiturates had no effect on glutethimide response”, where “Barbiturates” and “glutethimide” are drug entities.</p>
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<p>The architecture of the capsule network. An example of our model obtaining location and text information in the capsule network section with <span class="html-italic">d</span> = 6, <span class="html-italic">k</span> = <span class="html-italic">N</span> = 5.</p>
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<p>The F<sub>1</sub> resulting from using different loss functions with the ChemProt, DDI, and GAD datasets.</p>
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<p>Comparison of the proposed model with previous methods on the test datasets of BC5-Chemical, PubMedQA, and BioASQ.</p>
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28 pages, 6728 KiB  
Article
Ice-Jam Flooding of the Peace–Athabasca Delta, Canada: Insights from Recent Notable Spring Breakup Events and Implications for Strategic Flow Releases from Upstream Dams
by Spyros Beltaos
Geosciences 2024, 14(12), 335; https://doi.org/10.3390/geosciences14120335 - 7 Dec 2024
Viewed by 343
Abstract
Ice jamming is the primary mechanism that can generate overland flooding and recharge the isolated basins of the Peace–Athabasca Delta (PAD), a valuable ecosystem of international importance and the ancient homeland of the Indigenous Peoples of the region. Focusing on the regulated Peace [...] Read more.
Ice jamming is the primary mechanism that can generate overland flooding and recharge the isolated basins of the Peace–Athabasca Delta (PAD), a valuable ecosystem of international importance and the ancient homeland of the Indigenous Peoples of the region. Focusing on the regulated Peace River and the Peace Sector of the delta, which has been experiencing a drying trend in between rare ice-jam floods over the last ~50 years, this study describes recent notable breakup events, associated observational data, and numerical applications to determine river discharge during the breakup events. Synthesis and interpretation of this material provide a new physical understanding that can inform the ongoing development of a protocol for strategic flow releases toward enhancing basin recharge in years when major ice jams are likely to form near the PAD. Additionally, several recommendations are made for future monitoring activities and improvements in proposed antecedent criteria for early identification of “promising” breakup events. Full article
(This article belongs to the Section Hydrogeology)
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<p>Plan view of the lower Peace River and Peace Sector of the Peace–Athabasca Delta. Common ice jam lodgment sites (or “toes”) are shown in the upper portion of the figure. Also shown are sites of Water Survey of Canada hydrometric gauges, of which the records have been used in this study.</p>
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<p>Plan view of Peace River and Peace–Athabasca Delta (showing only the northern portion of the Athabasca River). The river distance from the W.A.C. Bennett dam is marked at 100 km intervals. The Slave River begins at the MOP and flows in a generally northward direction (from [<a href="#B2-geosciences-14-00335" class="html-bibr">2</a>], with changes).</p>
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<p>Overview of the extent of 2014 flooding discernible during aerial monitoring in Wood Buffalo National Park. Adapted from [<a href="#B26-geosciences-14-00335" class="html-bibr">26</a>] with permission from Parks Canada.</p>
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<p>Views of the western end of Lake Athabasca on April 20 (<b>left</b>) and 25 (<b>right</b>), 2018, showing the development of an open lead and early melt-out in the upper reach of RdR (triple channel). See image attribution at <a href="https://www.openstreetmap.org/copyright" target="_blank">https://www.openstreetmap.org/copyright</a>—accessed 12 August 2024.</p>
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<p>Sequence of images from 1 May 2018 mobilization and run of the ice cover at PP. Time sequence: 2024 h (stationary ice), 2027 h, 2033 h, 2040 h, 2047 h, and 2120 h. Photo times can also be seen by zooming in to the upper left corner of each image. Flow direction: right to left.</p>
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<p>Schematic illustration of spatiotemporal variations in ice conditions in the lower Peace River during the 2018 pre-breakup and breakup seasons, as revealed by time-lapse cameras. Conditions during darkness (~2200 h to 0400 h) are estimated. The “ice run” icon does not differentiate between sheet ice and rubble, which typically follows moving ice sheets. The partial jam in the Slave River formed over a large eddy area near the right bank, but rubble kept moving farther out and closer to the left bank.</p>
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<p>Water level variation in the lower Peace and upper Slave Rivers, as captured by five pressure loggers and WSC gauges. The RdR logger was placed next to the WSC gauge on Rivière des Rochers, located ~600 m upstream from the MOP. The L. Athabasca stages are from the gauge at Fort Chipewyan. The flat logger segments signify that the logger was still above water and merely indicating its own elevation.</p>
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<p>Variation in PP discharge in early 2018 May, as estimated by different approaches. The WSC data points represent daily mean values and are plotted at noon each day. The local ice cover moved out in late 1 May, though backwater effects likely persisted during the following days. The blue arrow marks the last day with ice-related backwater, as assessed by the WSC.</p>
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<p>Mean November discharge at Hudson’s Hope and below Peace Canyon Dam, 1960 to 2023. The Hudson’s Hope WSC gauge operation was discontinued in August 2019. The Canyon Dam data points were derived from BC Hydro’s Station 001 daily flows and can be downloaded from <a href="https://rivers.alberta.ca/" target="_blank">https://rivers.alberta.ca/</a>—accessed 1 December 2024. Neither station was affected by ice.</p>
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<p>Variation in snow on the ground and mean air temperature at the Grand Prairie met station No. 3072921. Note that the snow depletion is coincident with mild weather spells in January and February; 7.1 mm of rain was recorded on 17 January, when the minimum/maximum temperatures amounted to −20/+0.4 °C.</p>
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<p>The appearance of highly deteriorated ice cover at the upstream end of Moose Island shortly before final breakup: 30 April 2018 (<b>left</b>, ice moved out later that day or in early 1 May); 4 May 2020 (<b>middle</b>, ice moved out on 5 May); and 4 May 2022 (<b>right</b>, ice moved out on 5 May). The Sentinel images have been enhanced using the B04 band. A similarly mottled ice surface appears on several 5 May photos at this and other sites within the PAD reach [<a href="#B24-geosciences-14-00335" class="html-bibr">24</a>]. See satellite image attribution at <a href="https://www.openstreetmap.org/copyright" target="_blank">https://www.openstreetmap.org/copyright</a>—accessed 12 August 2024.</p>
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<p>Variation in water level at the PP gauge (No. 07KC001) during the passage of javes on 5 May 2022. Unpublished WSC data, provided on request.</p>
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<p>End-of-winter ice thickness at PP versus Fort Chipewyan degree-days of frost, 1959–2022. Based on raw WSC data and assessed according to the procedure described in [<a href="#B22-geosciences-14-00335" class="html-bibr">22</a>]. Regulation commenced in 1968, and the reservoir was full in 1971.</p>
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<p>Time series of Fort Chipewyan DDF and PP HF (CGVD28), 1959–2022. The regulation commenced in 1968, and the reservoir was full in 1971. The red square markers indicate LIJFs.</p>
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<p>Average celerity of breakup front (CB) between ~Sunny Valley and ~MOP, plotted versus freezeup level at PP (<b>a</b>) and versus FC-DDF (<b>b</b>), for all years for which relevant data are available (promising events: 1996, 1997, 2003, 2007, 2014, 2018, 2020; unpromising events: 2004, 2015, 2016, 2017, 2019, 2021). Red square markers identify LIJFs. From [<a href="#B19-geosciences-14-00335" class="html-bibr">19</a>], with changes.</p>
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<p>Maximum daily mean breakup discharge at PP plotted versus Fort Chipewyan degree-days of Frost (<b>a</b>) and versus Grand Prairie Oct-Apr solid precipitation (<b>b</b>) for the regulation period 1972–2022 (reservoir filling years 1968–1971 are excluded). Pearson correlation coefficient <span class="html-italic">r</span>~0.63 for both graphs.</p>
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16 pages, 999 KiB  
Review
Simulator of the Human Intestinal Microbial Ecosystem (SHIME®): Current Developments, Applications, and Future Prospects
by Wei Zhu, Xiaoyong Zhang, Dong Wang, Qinghua Yao, Guang-Lei Ma and Xiaohui Fan
Pharmaceuticals 2024, 17(12), 1639; https://doi.org/10.3390/ph17121639 - 6 Dec 2024
Viewed by 506
Abstract
The human gastrointestinal microbiota plays a vital role in maintaining host health and preventing diseases, prompting the creation of simulators to replicate this intricate system. The Simulator of the Human Intestinal Microbial Ecosystem (SHIME®), a multicompartment dynamic simulator, has emerged as [...] Read more.
The human gastrointestinal microbiota plays a vital role in maintaining host health and preventing diseases, prompting the creation of simulators to replicate this intricate system. The Simulator of the Human Intestinal Microbial Ecosystem (SHIME®), a multicompartment dynamic simulator, has emerged as a pivotal in vitro model for studying the interactions and interferences within the human gut microbiota. The continuous and real-time monitoring hallmarks, along with the programmatically flexible setup, bestow SHIME® with the ability to mimic the entire human intestinal ecosystem with high dynamics and stability, allowing the evaluation of various treatments on the bowel microbiota in a controlled environment. This review outlines recent developments in SHIME® systems, including the M-SHIME®, Twin-SHIME®, Triple-SHIME®, and Toddle SHIME® models, highlighting their applications in the fields of food and nutritional science, drug development, gut health research, and traditional Chinese medicine. Additionally, the prospect of SHIME® integrating with other advanced technologies is also discussed. The findings underscore the versatility of SHIME® technology, demonstrating its significant contributions to current gut ecosystem research and its potential for future innovation in microbiome-related fields. Full article
(This article belongs to the Special Issue New and Emerging Treatment Strategies for Gastrointestinal Diseases)
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<p>Schematic overview of the SHIME<sup>®</sup> system, a dynamic in vitro model of the human gastrointestinal tract composed of several double-jacketed vessels that simulate the stomach, small intestine, and three main colon regions. All vessels are kept at 37 °C and anaerobic conditions by flushing the headspace of each compartment daily with N<sub>2</sub> gas or N<sub>2</sub>/CO<sub>2</sub> (9:1) gas mixture. The colon units in SHIME<sup>®</sup> consist of the conventional setup that only harbours luminal microbes, and hence, it is also referred to as L-SHIME<sup>®</sup>, whereas the M-SHIME<sup>®</sup> model was modified by incorporating a mucosal compartment that contains mucin-covered microcosms.</p>
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<p>Diagrammatic representation of the Twin-SHIME<sup>®</sup> model. The model consists of two identical SHIME units (units 1 and 2) that allow researchers to directly compare the effects of different treatments or environmental conditions on gut microbial communities in parallel. The inoculum for faecal microbiota is only introduced into the colon bioreactors.</p>
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21 pages, 14898 KiB  
Article
Analysis of Economic Vitality and Development Equilibrium of China’s Three Major Urban Agglomerations Based on Nighttime Light Data
by Saimiao Liu, Wenliang Liu, Yi Zhou, Shixin Wang, Zhenqing Wang, Zhuochen Wang, Yanchao Wang, Xinran Wang, Luoyao Hao and Futao Wang
Remote Sens. 2024, 16(23), 4571; https://doi.org/10.3390/rs16234571 - 6 Dec 2024
Viewed by 368
Abstract
Eliminating poverty, reducing inequality, and achieving balanced development are one of the United Nations Sustainable Development Goals. Objectively and accurately measuring regional economic vitality and development equilibrium is a pressing scientific issue that needs to be addressed in order to achieve common prosperity. [...] Read more.
Eliminating poverty, reducing inequality, and achieving balanced development are one of the United Nations Sustainable Development Goals. Objectively and accurately measuring regional economic vitality and development equilibrium is a pressing scientific issue that needs to be addressed in order to achieve common prosperity. Nighttime light (NTL) remote sensing data have been proven to be a good proxy variable for socio-economic development, and are widely used due to their advantages of convenient access and wide spatial coverage. Based on multi-source data, this study constructs an Economic Development Index (EDI) that comprehensively reflects regional economic vitality from two aspects, economic quality and development potential, combines the Nighttime Light Development Index (NLDI) as the evaluation indicators to measure the economic vitality and development equilibrium, analyzes the economic vitality and development equilibrium of 300 district and county units in China’s three major urban agglomerations from 2000 to 2020 and their temporal and spatial variation characteristics, and discusses the connotation of EDI and its availability. The results show the following: (1) From 2000 to 2020, the average growth rate of EDI in China’s three major urban agglomerations reached 36.32%, while the average decrease rate of NLDI reached 38.75%; both economic vitality and the development equilibrium have been continuously enhanced. Among them, the Yangtze River Delta (YRD) urban agglomeration experienced the fastest economic growth, while the Guangdong–Hong Kong–Macao Greater Bay Area (GBA) exhibited the strongest economic strength. (2) Both economic vitality and the development equilibrium in these three urban agglomerations exhibited distinct spatial agglomeration characteristics, namely center-surrounding distribution, coastal–inland distribution, and radial belt–pole distribution, respectively. (3) Over the past two decades, the economic development of these three urban agglomerations has progressed towards the pattern of regional coordinated development, pole-driven development and urban–rural integrated development. The research results can provide new research perspectives and scientific support for promoting regional balanced development, achieving sustainable development goals, and reducing inequality. Full article
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<p>Study areas and their nighttime light remote sensing images in 2020.</p>
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<p>Schematic diagram for the calculation of the NTL.</p>
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<p>EDI and NLDI statistics of the three urban agglomerations from 2000 to 2020 ((<b>a</b>,<b>b</b>) UA represents the average value of the three urban agglomerations, (<b>c</b>,<b>d</b>) Distribution of EDI and NLDI Interval Quantity in the three urban agglomerations from 2000 to 2020).</p>
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<p>Spatial distribution of EDI of three urban agglomerations from 2000 to 2020.</p>
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<p>Spatial distribution of NLDI of three urban agglomerations from 2000 to 2020.</p>
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<p>EDI hotspot maps of three major urban agglomerations from 2000 to 2020.</p>
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<p>NLDI hotspot maps of three major urban agglomerations from 2000 to 2020.</p>
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<p>Trends of EDI and NLDI of three urban agglomerations from 2000 to 2020.</p>
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<p>(<b>a</b>) Spatial distribution patterns of NPP-VIIRS-like. (<b>b</b>) Spatial distribution patterns of resampled SDGSAT-1. Comparison of NTL spatial distribution patterns.</p>
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<p>Comparison between high economic vitality areas and urban built-up areas.</p>
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21 pages, 8509 KiB  
Article
Decadal Morphological Evolution and Governance Measures of the South Branch, Changjiang Estuary
by Hualong Luan, Jianyin Zhou, Mengyu Li, Geng Qu, Shiming Yao, Musong Lin, Min Wang and Yuan Yuan
Sustainability 2024, 16(23), 10680; https://doi.org/10.3390/su162310680 - 5 Dec 2024
Viewed by 391
Abstract
Estuaries and deltas hold significant socioeconomic importance and immense ecological value due to their dynamic geomorphic processes and unique geographical advantages. However, in recent decades, delta recession and the instability of river regimes have become global challenges, driven by intensive human interventions in [...] Read more.
Estuaries and deltas hold significant socioeconomic importance and immense ecological value due to their dynamic geomorphic processes and unique geographical advantages. However, in recent decades, delta recession and the instability of river regimes have become global challenges, driven by intensive human interventions in upstream river basins and local regions. This study examines the South Branch of the Changjiang Estuary as a typical case to investigate its morphological evolution over the past decades and project future trends, offering suitable solutions to enhance the river regime stability. Analysis of bathymetric data reveals substantial channel–shoal adjustments in the South Branch from 1958 to 2016, characterized by significant erosion and deposition on a decadal scale. After 1997, reduced fluvial sediment supply has led to widespread erosion in the South Branch. Further disturbances at the Baimao Shoal and Biandan Shoal have exacerbated the instability of the river regime. Numerical predictions indicate continued erosion in the South Branch over the next 20 years, accompanied by further channel–shoal pattern adjustments. Hydrodynamic modeling of proposed measures demonstrates an improved flow ratio for the North Baimao Shoal Channel, contributing to enhanced channel–shoal system stability. These integrated governance measures have been incorporated into the latest renovation plan for the Changjiang Estuary. The findings provide valuable scientific guidance for the comprehensive management of the Changjiang Estuary and offer insights applicable to other large estuaries facing similar challenges. Full article
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Figure 1
<p>Map of the study area. (<b>a</b>) The Changjiang River Basin and the location of the estuary (red solid rectangle). (<b>b</b>) The Changjiang Estuary with its bathymetry in 2016 (the red dashed line denotes the domain for erosion/accretion calculation). TGD: Three Gorges Dam; CX: Changxing Island; HS: Hengsha Island; QR: Qingcaosha Reservoir; EHS: East Hengsha Shoal; BS: Baimao Shoal; UBS: Upper Biandan Shoal; LBS: Lower Biandan Shoal; XC: Xinqiao Channel; XCC: Xinqiao Connecting Channel; XS: Xinliuhe Shoal; RS: Ruifeng Shoal; ECM: East Chongming Mudflat; and JS: Jiuduansha Shoal.</p>
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<p>Variations of annual river runoff and sediment load at the Datong station (tidal limit).</p>
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<p>Layout of grids for simulation and the topography in December 2016.</p>
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<p>Location of the hydrological stations and monitoring sections.</p>
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<p>Validation of tidal levels at Chongtou and Xuliujing stations.</p>
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<p>Validation of tidal velocities at sections BMS1 and BMS2.</p>
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<p>Measured (<b>a</b>) and simulated (<b>b</b>) riverbed evolution in the Changjiang Estuary from November 2011 to October 2016 (Unit: m).</p>
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<p>Inflow boundary condition of water flow discharge (Q) and Suspended Sediment Concentration (SSC) at Jiangyin.</p>
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<p>Monitoring points and cross-sections.</p>
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<p>Bathymetry of the South Branch observed in multiple years: (<b>a</b>) 1958, (<b>b</b>) 1978, (<b>c</b>) 1986, (<b>d</b>) 1997, (<b>e</b>) 2007, and (<b>f</b>) 2016. BS: Baimao Shoal.</p>
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<p>Erosion and deposition patterns of the South Branch in different periods: (<b>a</b>) 1958–1978, (<b>b</b>) 1978–1986, (<b>c</b>) 1986–1997, (<b>d</b>) 1997–2007, and (<b>e</b>) 2007–2016.</p>
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<p>Hypsometry curves of the South Branch for multiple years (1958, 1978, 1986, 1997, 2007, and 2016) (see the domain in <a href="#sustainability-16-10680-f001" class="html-fig">Figure 1</a>b).</p>
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<p>Deposition thickness of the South Branch in 20 years.</p>
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<p>Layout of governance measures for the Baimao Shoal and Biandan Shoal (the colored lines represent the governance measures, while the black lines represent the existing structures).</p>
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<p>Variation of the high tide level under the influence of combined governance measures of Option 4.</p>
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17 pages, 7210 KiB  
Article
Enhancement Effect of Phragmites australis Roots on Soil Shear Strength in the Yellow River Delta
by Xinyue Li, Kai Jin, Peng Qin, Chunxia Liu, Xiuzhi Zhu, Yuyang Zhang and Quanli Zong
Sustainability 2024, 16(23), 10657; https://doi.org/10.3390/su162310657 - 5 Dec 2024
Viewed by 512
Abstract
Soil erosion is one of the causes of ecosystem fragility in the Yellow River Delta. Plant roots can improve soil shear strength and effectively prevent soil erosion. However, there are no studies on soil shear strength in the Yellow River Delta. In this [...] Read more.
Soil erosion is one of the causes of ecosystem fragility in the Yellow River Delta. Plant roots can improve soil shear strength and effectively prevent soil erosion. However, there are no studies on soil shear strength in the Yellow River Delta. In this study, Phragmites australis (PA) root–soil composites with different root area ratios (RARs) (RARs = 0%, 0.06%, 0.14%, 0.17%, 0.19%, 0.24%, 0.36%) were prototypically sampled from the Yellow River Delta. Direct shear tests of root–soil composites were performed by a ZJ-type (three-speed) strain-controlled direct shear apparatus. The normal stresses were 25, 50, 100, and 200 kPa, and the shear rate was 1.2 mm/min. The results showed that PA roots significantly increased soil shear strength and cohesion with maximum growth rates of 219.0% and 440.1%, respectively. An optimal RAR of 0.14% in the range of 0~0.36% maximized the shear strength and cohesion of the root–soil composites. The internal friction angles of root–soil composites with different RARs did not differ significantly from those of the rootless soil. This indicates that the increase in shear strength was mainly due to an increase in cohesion. In addition, overall shear failure was the primary failure mode of rootless soil, with the roots pulled out of the soil in the root–soil composite failure mode. It is important to note that the root is deflected during shear in the direction opposite to the direction of the shear stress. These findings deepen our understanding of the effect of vegetation roots on soil shear characteristics and provide a scientific basis for the protection of bank slopes, soil and water conservation, and vegetation restoration in the Yellow River Delta. Full article
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<p>Study area and distribution of the sampling points.</p>
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<p>Soil particle distribution at the test site.</p>
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<p>Determination of root distribution: (<b>a</b>) recording root coordinates; (<b>b</b>) measuring the angle before shearing; (<b>c</b>) measuring the angle after shearing. Roots are marked by red circles and boxes.</p>
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<p>Single root distribution model: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>θ</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> &lt; 90°; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>θ</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 90°; (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>θ</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> &gt; 90°.</p>
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<p>Shear stress–displacement curves for <math display="inline"><semantics> <mrow> <mi mathvariant="sans-serif">σ</mi> </mrow> </semantics></math> of (<b>a</b>) 25 kPa; (<b>b</b>) 50 kPa; (<b>c</b>) 100 kPa; (<b>d</b>) 200 kPa.</p>
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<p>Relationship between shear strength and RAR for each normal stress. RAR = 0%: rootless soil; RAR &gt; 0%: root–soil composites.</p>
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<p>(<b>a</b>) Growth and (<b>b</b>) growth rate of shear strength when compared with rootless soil. The growth rate is the ratio of the shear strength’s growth in the root–soil composites relative to the rootless soil and the shear strength of the rootless soil, and the normalizing control group is the rootless soil.</p>
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<p>Shear failure of the sample under 25 kPa normal stress for root diameter d of (<b>a</b>) 3.4 mm; (<b>b</b>) 4.4 mm; (<b>c</b>) 5.2 mm; (<b>d</b>) ① 5.9 mm; ② 4.7 mm; (<b>e</b>) ① 6.3 mm; ② 5.3 mm; (<b>f</b>) ① 3.7 mm; ② 5.3 mm; (<b>g</b>) rootless soil; (<b>h</b>) 3.2 mm. In (<b>d</b>–<b>f</b>), the composite contains two roots.</p>
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<p>Root distribution for <math display="inline"><semantics> <mrow> <mi>θ</mi> </mrow> </semantics></math> of (<b>a</b>) 0°; (<b>b</b>) 90°; (<b>c</b>) ① 90°; ② 90°; (<b>d</b>) ① 90°; ② 65°.</p>
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<p>Calculated and measured values of the model.</p>
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<p>The relationship between the variation in <math display="inline"><semantics> <mrow> <mo>Δ</mo> <mi>x</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>θ</mi> </mrow> <mrow> <mi>x</mi> </mrow> </msub> </mrow> </semantics></math>.</p>
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