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Search Results (1,139)

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17 pages, 4935 KiB  
Article
Temperature Is a Key Factor Affecting Total Phosphorus and Total Nitrogen Concentrations in Northeastern Lakes Based on Sentinel-2 Images and Machine Learning Methods
by Haoming Qin, Chong Fang, Ge Liu, Kaishan Song, Zhuoshi Li, Sijia Li, Hui Tao and Zhaojiang Yan
Remote Sens. 2025, 17(2), 267; https://doi.org/10.3390/rs17020267 - 13 Jan 2025
Viewed by 261
Abstract
Nitrogen and phosphorus are limiting nutrients in freshwater ecosystems, and the remote estimation of total phosphorus (TP) and total nitrogen (TN) in eutrophic waters is of great significance. This study utilized machine learning algorithms based on Sentinel-2 satellite imagery for remote estimation of [...] Read more.
Nitrogen and phosphorus are limiting nutrients in freshwater ecosystems, and the remote estimation of total phosphorus (TP) and total nitrogen (TN) in eutrophic waters is of great significance. This study utilized machine learning algorithms based on Sentinel-2 satellite imagery for remote estimation of TP and TN concentrations in Lake Xingkai, Chagan and Songhua. Results indicate that random forest (RF) and XGBoost regression algorithms perform better. The performance of the GBDT algorithm was slightly lower than that of the RF and XGBoost regression algorithms, the BP algorithm had overfitting, and the SVR algorithm had poor fitting performance. Results showed that the TN concentration inversion model based on the RF algorithm had the highest accuracy (R2 = 0.98, RMSE = 0.09, MAPE = 19.74%). The Extreme Gradient Boosting (XGB) model also performed well, though slightly less accurately than RF (R2 = 0.97, RMSE = 0.14, MAPE = 20.67%). For TP concentration, the XGB model’s performance (R2 = 0.82, RMSE = 0.08, MAPE = 24.89%) was comparable to that of the RF model (R2 = 0.82, RMSE = 0.07, MAPE = 29.55%). The RF algorithm was applied to all cloud-free Sentinel-2 satellite images of these typical lakes in northeastern China during the non-glacial period from 2017 to 2023, generating spatiotemporal distribution maps of TP and TN concentrations. Between 2017 and 2023, TP concentrations in Lake Xingkai, Chagan and Songhua showed increasing, decreasing, and initially decreasing then increasing patterns, respectively. A positive correlation between temperature and TP concentration was observed, as higher temperatures enhance biological activity. In contrast, a negative correlation was found with TN concentration, as higher temperatures promote phytoplankton growth and reproduction. This study not only offers a new method for monitoring eutrophication in lakes but also provides valuable support for sustainable water resource management and ecological protection goals. Full article
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Figure 1

Figure 1
<p>(<b>a</b>) Geographical locations of Xingkai Lake, Songhua Lake, and Chagan Lake. (<b>b</b>) Distribution of sampling points in Xingkai Lake. (<b>c</b>) Distribution of sampling points in Songhua Lake. (<b>d</b>) Distribution of sampling points in Chagan Lake.</p>
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<p>Framework of TN and TP concentration inversion models based on Sentinel-2 images.</p>
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<p>The relationship between the training values of backpropagation neural networks (BP) (<b>a</b>,<b>b</b>), random forests (RF) (<b>c</b>,<b>d</b>), extreme gradient boosting (XGBoost) (<b>e</b>,<b>f</b>), support vector regression (SVR) (<b>g</b>,<b>h</b>), and gradient boosting decision trees (GBDT) (<b>i</b>,<b>j</b>) and the corresponding actual measurement values.</p>
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<p>Distribution of TN concentration in Xingkai Lake (<b>a</b>) and TP concentration in Xingkai Lake (<b>b</b>).</p>
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<p>Distribution of TN concentration in Chagan Lake (<b>a</b>) and TP concentration in Chagan Lake (<b>b</b>).</p>
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<p>Relationship between water quality parameters in Xingkai Lake (<b>a</b>), Chagan Lake (<b>b</b>), and Songhua Lake (<b>c</b>).</p>
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<p>Distribution of TP concentration (<b>a</b>), TN concentration (<b>b</b>), and climate factors in Xingkai Lake.</p>
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<p>Distribution of TP concentration (<b>a</b>), TN concentration (<b>b</b>), and climate factors in Chagan Lake.</p>
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<p>Distribution of TP concentration (<b>a</b>), TN concentration (<b>b</b>), and climatic factors in Songhua Lake.</p>
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34 pages, 2720 KiB  
Article
Artificial-Intelligence-Based Investigation on Land Use and Land Cover (LULC) Changes in Response to Population Growth in South Punjab, Pakistan
by Tanweer Abbas, Muhammad Shoaib, Raffaele Albano, Muhammad Azhar Inam Baig, Irfan Ali, Hafiz Umar Farid and Muhammad Usman Ali
Land 2025, 14(1), 154; https://doi.org/10.3390/land14010154 - 13 Jan 2025
Viewed by 244
Abstract
Land use and land cover (LULC) changes are significantly impacting the natural environment. Human activities and population growth are negatively impacting the natural environment. This negative impact directly relates to climate change, sustainable agriculture, inflation, and food security at local and global levels. [...] Read more.
Land use and land cover (LULC) changes are significantly impacting the natural environment. Human activities and population growth are negatively impacting the natural environment. This negative impact directly relates to climate change, sustainable agriculture, inflation, and food security at local and global levels. Remote sensing and GIS tools can provide valuable information about change detection. This study examines the correlation between population growth rate and LULC dynamics in three districts of South Punjab, Pakistan—Multan, Bahawalpur, and Dera Ghazi Khan—over a 30-year period from 2003 to 2033. Landsat 7, Landsat 8, and Sentinel-2 satellite imagery within the Google Earth Engine (GEE) cloud platform was utilized to create 2003, 2013, and 2023 LULC maps via supervised classification with a random forest (RF) classifier, which is a subset of artificial intelligence (AI). This study achieved over 90% overall accuracy and a kappa value of 0.9 for the classified LULC maps. LULC was classified into built-up, vegetation, water, and barren classes in Multan and Bahawalpur, with an additional “rock” class included for Dera Ghazi Khan due to its unique topography. LULC maps (2003, 2013, and 2023) were prepared and validated using Google Earth Engine. Future predictions for 2033 were generated using the MOLUSCE model in QGIS. The results for Multan indicated substantial urban expansion as built-up areas increased from 8.36% in 2003 to 25.56% in 2033, with vegetation and barren areas displaying decreasing trends from 82.96% to 70% and 7.95% to 3.5%, respectively. Moreover, areas containing water fluctuated and ultimately changed from 0.73% in 2003 to 0.9% in 2033. In Bahawalpur, built-up areas grew from 1.33% in 2003 to 5.80% in 2033, while barren areas decreased from 79.13% to 74.31%. Dera Ghazi Khan expressed significant increases in built-up and vegetation areas from 2003 to 2033 as 2.29% to 12.21% and 22.53% to 44.72%, respectively, alongside reductions in barren and rock areas from 32.82% to 10.83% and 41.23% to 31.2%, respectively. Population projections using a compound growth model for each district emphasize the demographic impact on LULC changes. These results and findings focus on the need for policies to manage unplanned urban sprawl and focus on environmentally sustainable practices. This study provides critical awareness to policy makers and urban planners aiming to balance urban growth with environmental sustainability. Full article
19 pages, 994 KiB  
Article
Adaptive Coverage Path Planning for Underwater Sonar Scans in Environments with Changing Currents
by Jonghoek Kim
J. Mar. Sci. Eng. 2025, 13(1), 118; https://doi.org/10.3390/jmse13010118 - 10 Jan 2025
Viewed by 285
Abstract
This article considers underwater sonar scans that utilize a sonar-equipped Autonomous Marine Ship (AMS). The AMS finds an underwater object by towing a tow fish, having active sonars for imaging the sea bottom. This paper tackles the autonomous generation of the AMS’s coverage [...] Read more.
This article considers underwater sonar scans that utilize a sonar-equipped Autonomous Marine Ship (AMS). The AMS finds an underwater object by towing a tow fish, having active sonars for imaging the sea bottom. This paper tackles the autonomous generation of the AMS’s coverage path, such that the AMS scans the entire survey region once it moves along the generated path. The presence of currents introduces undesired vehicle motion that can greatly complicate sonar data collection, especially when sonar data are to be processed into high-resolution SAS imagery. If the tow fish moves opposite to the current’s direction, then the tow fish can move straight along its intended course without using crabbing motions. In this situation, one can derive a clear sonar image appropriate for finding underwater objects. We planned the AMS’s coverage path so that the tow fish’s heading is opposite to the current’s changing direction, while covering the entire workspace. As far as we know, this paper is novel in planning the AMS’s coverage path adaptively, such that the tow fish’s heading is opposite to the current’s changing direction. Using computer-based simulations, we verify the outperformance of the proposed adaptive path planner by comparing it with a case where varying sea current was not considered by the path planners. Full article
(This article belongs to the Section Ocean Engineering)
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Figure 1
<p>The AMS is towing a cable connected to the SAS (yellow tow fish).</p>
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<p>Block diagram presenting the AMS’s adaptive path planner.</p>
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<p>PathPoints <math display="inline"><semantics> <msub> <mi>p</mi> <mn>0</mn> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>p</mi> <mn>1</mn> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>p</mi> <mn>2</mn> </msub> </semantics></math>, …, <math display="inline"><semantics> <msub> <mi>p</mi> <mn>8</mn> </msub> </semantics></math> are built by utilizing our path planner. Once the path is built, the AMS visits the pathPoints <math display="inline"><semantics> <mrow> <msub> <mi>p</mi> <mn>0</mn> </msub> <mo>→</mo> <msub> <mi>p</mi> <mn>1</mn> </msub> <mo>→</mo> <msub> <mi>p</mi> <mn>2</mn> </msub> <mo>,</mo> <mo>…</mo> <mo>,</mo> <mo>→</mo> <msub> <mi>p</mi> <mn>8</mn> </msub> </mrow> </semantics></math> in that order. The rectangle with bold line segments presents <span class="html-italic">R</span>. The AMS uses its SAS image when it moves along the path with blue color.</p>
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<p>The boundary of <span class="html-italic">U</span> is plotted with red line segments. The baseline is built to intersect <math display="inline"><semantics> <mrow> <mi>c</mi> <mo>(</mo> <mi>U</mi> <mo>)</mo> </mrow> </semantics></math>. Then, <math display="inline"><semantics> <mrow> <mi>L</mi> <mi>i</mi> <mi>n</mi> <mi>e</mi> <mo>(</mo> <mi>m</mi> <mo>)</mo> </mrow> </semantics></math>, where <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>≥</mo> <mn>1</mn> </mrow> </semantics></math>, is utilized as a path for scanning <span class="html-italic">U</span>. PathPoints <math display="inline"><semantics> <msub> <mi>p</mi> <mn>0</mn> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>p</mi> <mn>1</mn> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>p</mi> <mn>2</mn> </msub> </semantics></math>, …, <math display="inline"><semantics> <msub> <mi>p</mi> <mn>6</mn> </msub> </semantics></math> are built by utilizing our path re-generation strategy. Once the path is built, the AMS visits the pathPoints <math display="inline"><semantics> <mrow> <msub> <mi>p</mi> <mn>0</mn> </msub> <mo>→</mo> <msub> <mi>p</mi> <mn>1</mn> </msub> <mo>→</mo> <msub> <mi>p</mi> <mn>2</mn> </msub> <mo>,</mo> <mo>…</mo> <mo>,</mo> <mo>→</mo> <msub> <mi>p</mi> <mn>6</mn> </msub> </mrow> </semantics></math>, in that order.</p>
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<p>A rectangular workspace with underwater current field plotted with blue arrows.</p>
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<p>Consider the underwater current field in <a href="#jmse-13-00118-f005" class="html-fig">Figure 5</a>. <span class="html-italic">R</span> is plotted with green line segments. Black circles present the AMS’s path until 1610 s. Blue circles present the AMS’s path from 1610 to 6500 s. Yellow circles present the AMS’s path after 6500 s. We plot the AMS’s position at time step <span class="html-italic">k</span> with a magenta asterisk in the case where (<a href="#FD12-jmse-13-00118" class="html-disp-formula">12</a>) holds.</p>
Full article ">Figure 7
<p>Considering the scenario in <a href="#jmse-13-00118-f006" class="html-fig">Figure 6</a>, the direction difference with respect to time (in seconds) is plotted. The thresholds (±160 degrees in (<a href="#FD12-jmse-13-00118" class="html-disp-formula">12</a>)) for the direction differences are plotted with red lines and black lines, respectively.</p>
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<p>Consider the underwater current field given in <a href="#jmse-13-00118-f005" class="html-fig">Figure 5</a>. We simulate the case where the path re-generation strategy in <a href="#sec3dot3-jmse-13-00118" class="html-sec">Section 3.3</a> is not used. <span class="html-italic">R</span> is plotted with green line segments. Black circles present the AMS’s path. We plot the AMS’s position at time step <span class="html-italic">k</span> with a magenta asterisk in the case where (<a href="#FD12-jmse-13-00118" class="html-disp-formula">12</a>) holds.</p>
Full article ">Figure 9
<p>Considering the scenario in <a href="#jmse-13-00118-f008" class="html-fig">Figure 8</a>, the direction difference with respect to time (in seconds) is plotted. The thresholds (±160 degrees in (<a href="#FD12-jmse-13-00118" class="html-disp-formula">12</a>)) for the direction difference are plotted with red lines and black lines, respectively.</p>
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<p>An oval workspace with an underwater current field plotted with blue arrows.</p>
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<p>Consider the underwater current field given in <a href="#jmse-13-00118-f010" class="html-fig">Figure 10</a>. <span class="html-italic">R</span> is plotted with green line segments. Black circles depict the AMS’s path until 1610 s. Blue circles present the AMS’s path from 1610 to 6500 s. Yellow circles depict the AMS’s path after 6500 s. We plot the AMS’s position at time step <span class="html-italic">k</span> with a magenta asterisk in the case where (<a href="#FD12-jmse-13-00118" class="html-disp-formula">12</a>) holds.</p>
Full article ">Figure 12
<p>Considering the scenario in <a href="#jmse-13-00118-f011" class="html-fig">Figure 11</a>, the direction difference with respect to time (in seconds) is plotted. The thresholds (±160 degrees in (<a href="#FD12-jmse-13-00118" class="html-disp-formula">12</a>)) for the direction difference are plotted with red lines and black lines, respectively.</p>
Full article ">Figure 13
<p>Consider the underwater current field given in <a href="#jmse-13-00118-f010" class="html-fig">Figure 10</a>. We simulate the case where the path re-generation strategy in <a href="#sec3dot3-jmse-13-00118" class="html-sec">Section 3.3</a> is not used. <span class="html-italic">R</span> is plotted with green line segments. Black circles present the AMS’s path. We plot the AMS’s position at time step <span class="html-italic">k</span> with a magenta asterisk in the case where (<a href="#FD12-jmse-13-00118" class="html-disp-formula">12</a>) holds.</p>
Full article ">Figure 14
<p>Considering the scenario in <a href="#jmse-13-00118-f013" class="html-fig">Figure 13</a>, the direction difference with respect to time (in seconds) is plotted. The thresholds (±160 degrees in (<a href="#FD12-jmse-13-00118" class="html-disp-formula">12</a>)) for the direction difference are plotted with red lines and black lines, respectively.</p>
Full article ">
19 pages, 13029 KiB  
Article
Object-Level Contrastive-Learning-Based Multi-Branch Network for Building Change Detection from Bi-Temporal Remote Sensing Images
by Shiming Li, Fengtao Yan, Cheng Liao, Qingfeng Hu, Kaifeng Ma, Wei Wang and Hui Zhang
Remote Sens. 2025, 17(2), 217; https://doi.org/10.3390/rs17020217 - 9 Jan 2025
Viewed by 313
Abstract
Buildings are fundamental elements of human environments, and detecting changes in them is crucial for land cover studies, urban expansion monitoring, and the detection of illegal construction activities. Existing methods primarily focus on pixel-level differences in bi-temporal remote sensing imagery. However, pseudo-changes, such [...] Read more.
Buildings are fundamental elements of human environments, and detecting changes in them is crucial for land cover studies, urban expansion monitoring, and the detection of illegal construction activities. Existing methods primarily focus on pixel-level differences in bi-temporal remote sensing imagery. However, pseudo-changes, such as variations in non-building areas caused by differences in illumination, seasonal changes, and other factors, pose significant challenges for reliable building change detection. To address these issues, we propose a novel object-level contrastive-learning-based multi-branch network (OCL-Net) for detecting building changes by integrating bi-temporal remote sensing images. First, we design a multi-head decoder to separately extract more distinguishable building change features and auxiliary semantic features from bi-temporal images, effectively leveraging building-specific priors. Second, an object-level contrastive learning loss is designed and jointly optimized with a pixel-level similarity loss to ensure the global consistency of buildings. Finally, an attention-based discriminative feature generation and fusion block is designed to enhance the representation of multi-scale change features. We validate the effectiveness of the proposed method through comparative experiments on the publicly available WHU-CD and S2Looking datasets. Our approach achieves IoU values of 88.54% and 51.94%, respectively, surpassing state-of-the-art methods for building change detection. Full article
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Figure 1
<p>Overview of the proposed OCL-Net. Prior information about demolished and newly added building labels is used to supervise the model only during the training stage.</p>
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<p>Detailed architecture of the difference feature generation (DFG) and adaptive feature fusion (AFF) modules.</p>
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<p>Schematic diagram of positive and negative pair construction for the semi-supervised object-level contrastive loss.</p>
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<p>Sample examples from the WHU-CD and S2Looking datasets.</p>
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<p>Samples of building changes extracted from the WHU-CD test dataset, where (<b>a</b>) represents pre-temporal images, (<b>b</b>) represents post-temporal images, (<b>c</b>) represents change labels, and (<b>d</b>) shows the predicted building changes from OCL-Net.</p>
Full article ">Figure 6
<p>Samples of building changes extracted from the S2Looking test dataset, where (<b>a</b>) represents pre-temporal images, (<b>b</b>) represents post-temporal images, (<b>c</b>) represents change labels, and (<b>d</b>) shows the predicted building changes from OCL-Net.</p>
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<p>Comparison of the IoU of the accuracy over training epochs for each ablation experiment on the S2Looking test set.</p>
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<p>Comparison of the IoU of the accuracy over training epochs for each ablation experiment on the WHU-CD test set.</p>
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<p>Comparison of the proposed method with each introduced module on the S2Looking dataset.</p>
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<p>Comparison of the proposed method with each introduced module on the WHU-CD dataset.</p>
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<p>Comparison of models’ computational complexity and the numbers of parameters across different methods.</p>
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17 pages, 7742 KiB  
Article
Research on Urbanization and Ecological Environmental Response: A Case Study of Zhengzhou City
by Haoran Feng, Dian Wang and Qiyan Ji
Sustainability 2025, 17(2), 458; https://doi.org/10.3390/su17020458 - 9 Jan 2025
Viewed by 362
Abstract
The relationship between the urbanization process and the ecological environment is key to regional development. As a typical Chinese city undergoing rapid urban development, Zhengzhou is an important representative of the urbanization process and the changes in the ecological environment. In this study, [...] Read more.
The relationship between the urbanization process and the ecological environment is key to regional development. As a typical Chinese city undergoing rapid urban development, Zhengzhou is an important representative of the urbanization process and the changes in the ecological environment. In this study, we explored the response relationship between urban development and the ecological environment in Zhengzhou, using night light data, Landsat satellite imagery, and population data from this city. The analysis of the NTL data showed that there were three stages of development in Zhengzhou from 2000 to 2021: the slow expansion stage from 2000 to 2003, the steady expansion stage from 2004 to 2011, and the rapid expansion stage from 2012 to 2021. The multi-year average RSEI value of Zhengzhou was less than 0.4, and it showed a trend of first increasing and then decreasing, indicating that the quality of the city’s ecological environment was poor and indirectly indicating that the urbanization degree of the region was significant. The changes in the NTL and RSEI indicate that urban development has significantly reduced the quality of the city’s ecological environment, particularly after Zhengzhou entered the stage of rapid expansion. The coupling degree (C) and coupling coordination degree (D) between urbanization and the ecological environment showed a decreasing trend, and the average value was lower than 0.3. This indicates that the ecological environment in Zhengzhou has been seriously affected by the process of urbanization, and the natural ecology has been strongly impacted by human activity. C and D also showed a decreasing trend from 2000 to 2015 but increased from 2016 to 2021, indicating that the ecological environment in Zhengzhou has gradually improved. The degree of coordination D between urbanization and the ecological environment in Zhengzhou had a strong negative correlation with the population size and growth rate but a positive correlation with the Moran value, indicating that an increase in the population increases the burden on the ecological environment. However, a reasonable spatial population distribution is conducive to improving regional urban–ecological coordination. Full article
(This article belongs to the Special Issue Urbanization and Environmental Sustainability—2nd Edition)
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<p>Geographical location of Zhengzhou City.</p>
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<p>Spatial distribution of night light (NTL &gt; 10) in Zhengzhou from 2000 to 2021. Blue denotes the light coverage in 2000, and red denotes the extended coverage based on the year 2000.</p>
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<p>The sum of the NTL values in longitude (<b>a</b>) and latitude (<b>b</b>) at 5-year intervals in Zhengzhou City.</p>
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<p>Spatial distribution of the mean values (<b>a</b>) and coefficients of variation (<b>b</b>) of the RSEI in Zhengzhou from 2000 to 2021.</p>
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<p>Trends in the RSEI from 2000 to 2021. The <span class="html-italic">p</span> value is 0.0628 during the increasing trend period 2000–2010, and the <span class="html-italic">p</span> value is 0.4454 during the decreasing trend period 2011–2021.</p>
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<p>Annual mean variations in Zhengzhou’s coupling degree (<span class="html-italic">C</span>) and coordination degree (<span class="html-italic">D</span>) from 2000 to 2021. The <span class="html-italic">p</span> value of <span class="html-italic">C</span>-trendline is 0.000037 during the period 2000–2021, and the <span class="html-italic">p</span> value of <span class="html-italic">D</span>-trendline is 0.00021 during the period 2000–2021.</p>
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<p>Spatial distribution of coupling coordination degree (<span class="html-italic">D</span> value) between urbanization and the ecological environment in Zhengzhou from 2000 to 2021. If <span class="html-italic">D</span> is zero, this means that NTL has a zero value; as there is a large amount of cloud cover in the 2017 image, there are a large number of zero values in 2017.</p>
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<p>Spatial distribution of mean values and coefficients of variation of coupling degree (<span class="html-italic">C</span>) and coupling coordination degree (<span class="html-italic">D</span> value) between urbanization and the ecological environment in Zhengzhou from 2000 to 2021.</p>
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<p>Spatial distribution of the <span class="html-italic">D</span> value in Zhengzhou between two years: (<b>a</b>) the difference between 2016 and 2000; (<b>b</b>) the difference between 2021 and 2016.</p>
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<p>Spatial distribution of the difference in the population between 2020 and 2000 in Zhengzhou.</p>
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<p>Variations in correlation coefficients of <span class="html-italic">D</span> value and population data in Zhengzhou City. (<b>a</b>–<b>c</b>) present the population (Pop), population growth rate (PGR), and Moran’s I (<b>c</b>), respectively. (<b>d</b>) presents the correlation coefficients of the data.</p>
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15 pages, 2654 KiB  
Technical Note
Analysis of Roadside Land Use Changes and Landscape Ecological Risk Assessment Based on GF-1: A Case Study of the Linghua Expressway
by Mengdi Wen, Liangliang Zhang, Huawei Wan, Peirong Shi, Longhui Lu, Zixin Zhao, Zhiru Zhang and Jinhui Wu
Remote Sens. 2025, 17(2), 211; https://doi.org/10.3390/rs17020211 - 8 Jan 2025
Viewed by 520
Abstract
The rapid construction of expressways in China has brought significant economic and social benefits, but it has also imposed substantial ecological pressures, particularly in sensitive regions. Landscape ecological risk assessment, as an important means to predict and measure the adverse effects of human [...] Read more.
The rapid construction of expressways in China has brought significant economic and social benefits, but it has also imposed substantial ecological pressures, particularly in sensitive regions. Landscape ecological risk assessment, as an important means to predict and measure the adverse effects of human activities on the ecological environment, is being paid more and more attention. However, most studies focus on the static landscape mosaic pattern and lack dynamic analysis. Moreover, they mainly focus on the ecological effect of the road operation stage, ignoring the monitoring and analysis of the whole construction process. Based on this, the current study examines the landscape ecological risk and land use changes along the Linghua Expressway in Gansu Province using high-resolution GF-1 remote sensing imagery. A landscape ecological risk assessment (LERA) model was employed to quantify the land use changes and assess the ecological risks before and after the expressway construction between 2018 and 2022. The results revealed a decrease in cropland and forest land, accompanied by an increase in the grassland and road areas. The landscape ecological risk index decreased from 0.318 in 2018 to 0.174 in 2022, indicating an improvement in ecological resilience. However, high-risk zones remain near the expressway, emphasizing the need for continuous monitoring and proactive ecological management strategies. These findings contribute to sustainable infrastructure planning, particularly in ecologically sensitive regions. Full article
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Figure 1
<p>The flow chart of this study.</p>
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<p>Linghua Expressway main line and research area.</p>
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<p>Remote sensing images of the study area in 2018 (<b>a</b>) and 2022 (<b>b</b>).</p>
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<p>Landscape ecological risk sample grid of the study area.</p>
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<p>Land use classification maps of the study area in 2018 (<b>a</b>) and 2022 (<b>b</b>).</p>
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<p>Spatial distribution of landscape ecological risk of the study area in 2018 (<b>a</b>) and 2022 (<b>b</b>).</p>
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<p>Landscape ecological risk classification area proportion.</p>
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12 pages, 4957 KiB  
Technical Note
National Exposed Sediment Search and Inventory (NESSI): Utilizing Satellite Imagery and Machine Learning to Identify Dredged Sediment Placement Site Recovery
by Thomas P. Huff, Emily R. Russ and Todd M. Swannack
Remote Sens. 2025, 17(2), 186; https://doi.org/10.3390/rs17020186 - 7 Jan 2025
Viewed by 305
Abstract
Anthropogenic activity leads to changes in sediment dynamics, creating imbalances in sediment distributions across the landscape. These imbalances can be variable within a littoral system, with adjacent areas experiencing sediment starvation and excess sediment. Historically, sediments were viewed as an inconvenient biproduct destined [...] Read more.
Anthropogenic activity leads to changes in sediment dynamics, creating imbalances in sediment distributions across the landscape. These imbalances can be variable within a littoral system, with adjacent areas experiencing sediment starvation and excess sediment. Historically, sediments were viewed as an inconvenient biproduct destined for disposal; however, beneficial use of dredge material (BUDM) is a practice that has grown as a preferred methodology for utilizing sediment as a resource to help alleviate the sediment imbalances within a system. BUDM enables organizations to adopt a more innovative and sustainable sediment management approach that also provides ecological, economic, and social co-benefits. Although location data are available on BUDM sites, especially in the US, there is limited understanding on how these sites evolve within the larger landscape, which is necessary for quantifying the co-benefits. To move towards BUDM more broadly, new tools need to be developed to allow researchers and managers to understand the effects and benefits of this practice. The National Exposed Sediment Search and Inventory (NESSI) was built to show the capability of using machine learning techniques to identify dredged sediments. A combination of satellite imagery data obtained and processed using Google Earth Engine and machine learning algorithms were applied at known dredged material placement sites to develop a time series of dredged material placement events and subsequent site recovery. These disturbance-to-recovery time series are then used in a landscape analysis application to better understand site evolution within the context of the surrounding areas. Full article
(This article belongs to the Special Issue Remote Sensing in Coastal Vegetation Monitoring)
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<p>NESSI model diagram. The GEE servers box indicates the portion of the model that is run on Google Earth Engine servers. The local computer box shows which portion of the model is handled by local USACE computing resources.</p>
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<p>A map of the United States showing the locations of all 1048 active upland dredged sediment placements. The plot below the map shows the number of sites within each state with a recorded active dredged placement site.</p>
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<p>The left pane of figures (<b>A</b>–<b>C</b>) shows an example progression of dredge placement. The right pane shows a simulated dataset of the drop in vegetation coverage that is associated with changes in imagery reflectance that NESSI is using to detect the sediment placement.</p>
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<p>A plot of model precision vs. number of training sites. The model showed good improvement with larger training datasets and continued to improve above 25 training sites.</p>
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<p>A plot of the dominant classes within 1 km of coastal and inland active upland placement sites. The percent of each class is calculated based on the total for all classes for inland and coastal separately based on land area. NB: the Water class pertains only to freshwater.</p>
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<p>A comparison of the number of active upland dredged sites that NESSI detected as having exposed sediments (blue) compared to USACE and industry dredged sediment volume in millions of cubic meters (orange) [<a href="#B15-remotesensing-17-00186" class="html-bibr">15</a>,<a href="#B16-remotesensing-17-00186" class="html-bibr">16</a>].</p>
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<p>A comparison between coastal and inland active upland dredged placements, with detected exposed sediments summed by 6-month interval. This showed that coastal zones were disturbed more frequently as a percentage.</p>
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<p>A plot of the dominant five classes that were within 1 km of placement locations. The gap in data before 2014 corresponds to the switch between Landsat 5 and Landsat.</p>
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24 pages, 21981 KiB  
Article
Tourism-Induced Land Use Transformations, Urbanisation, and Habitat Degradation in the Phu Quoc Special Economic Zone
by Can Trong Nguyen, Nigel K. Downes, Asamaporn Sitthi and Chudech Losiri
Urban Sci. 2025, 9(1), 11; https://doi.org/10.3390/urbansci9010011 - 6 Jan 2025
Viewed by 716
Abstract
Dynamic development of tourism activities and rapid urbanisation in Special Economic Zones (SEZs) can lead to significant land use and land cover changes (LULCCs) and environmental degradation, particularly in ecologically sensitive areas. This study examines the transformation of land use and its associated [...] Read more.
Dynamic development of tourism activities and rapid urbanisation in Special Economic Zones (SEZs) can lead to significant land use and land cover changes (LULCCs) and environmental degradation, particularly in ecologically sensitive areas. This study examines the transformation of land use and its associated impacts on habitat quality and thermal environment in Phu Quoc Island (Vietnam) over a 20-year period (2003–2023). Using multi-temporal Landsat satellite imagery and random forest classification, we quantify LULCCs and assess the environmental consequences of urban expansion on habitat degradation and intensification of the island’s thermal environment, focusing on land surface temperature (LST) changes. Our analysis reveals that rapid urbanisation, driven by large-scale tourism and infrastructure developments, has led to a significant loss of forest and farmland, leading to a 5.6% decline in habitat quality and a marked increase in LST. The study also highlights the uneven distribution of urban growth, with the majority of expansion occurring in the southern and central regions of the island. By applying the InVEST Habitat Quality Model, we identify key zones of habitat degradation and offer insights into the spatial patterns of environmental sensitivity and changes. Our findings underscore the need for integrated land use planning and sustainable development strategies to mitigate the negative environmental impacts of SEZ-driven urbanisation on island ecosystems. This research provides critical guidance for policymakers, planners, and environmental managers to balance economic growth with environmental conservation in fragile island environments. Full article
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<p>Maps illustrating the characteristics of Phu Quoc Island. (<b>A</b>) Phu Quoc is located in southwest Vietnam within the Gulf of Thailand. (<b>B</b>) Zoning development map of Phu Quoc defining twelve subdivision zones and highlighting the main urban centre of Duong Dong town and key supporting infrastructures. (<b>C</b>) Cloud-free composite image from Landsat 9 in 2023 of the entire Phu Quoc mainland (false colour composite: SWIR/NIR/Blue). R0–R12 are subdivisions in <a href="#urbansci-09-00011-t001" class="html-table">Table 1</a>.</p>
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<p>Spatial distribution of LULC categories in Phu Quoc from 2003 to 2023. R0–R11 are subdivisions in <a href="#urbansci-09-00011-t001" class="html-table">Table 1</a>.</p>
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<p>Converted areas between LULC categories for the periods 2003–2013 and 2013–2023. Vertical LULC categories are current LULC at the end of the period. Negative converted area and positive converted area are LUCC loss and gain, respectively.</p>
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<p>Simulated habitat quality in Phu Quoc in each year (<b>top panel</b>) and habitat quality changes over each ten-year period (<b>bottom panel</b>). R0–R11 are subdivisions in <a href="#urbansci-09-00011-t001" class="html-table">Table 1</a>.</p>
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<p>LST changes in Phu Quoc for each ten-year period classified in major intervals. R0–R11 are subdivisions in <a href="#urbansci-09-00011-t001" class="html-table">Table 1</a>.</p>
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<p>Relationships between (<b>A</b>) habitat quality and (<b>B</b>) thermal environment changes (LST, °C) and potential controlling factors. Vertical axes are HQ changes and LST changes, and horizontal axes are values of corresponding variables.</p>
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<p>Heatmap of tourist and attractive locations with colour shades from blue to red represents low to high density of tourist locations ((<b>left</b>), locations were extracted from Open Street Map) compared to current thermal environment changes (<b>middle</b>) and habitat quality (<b>right</b>). Current conditions of thermal environment in 2013–2023 and habitat quality in 2023 extracted from <a href="#urbansci-09-00011-f004" class="html-fig">Figure 4</a> and <a href="#urbansci-09-00011-f005" class="html-fig">Figure 5</a>.</p>
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<p>Examples from Google Earth: high-resolution images highlight the dynamics of LULCC and interconversion between LULC categories—(<b>A</b>–<b>D</b>) urban development and regreening on barren/construction lands and (<b>E</b>–<b>G</b>) wetland changes on Phu Quoc Island during the study period.</p>
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41 pages, 24290 KiB  
Article
Assessing the Impact of Land Use and Land Cover Change on Environmental Parameters in Khyber Pakhtunkhwa, Pakistan: A Comprehensive Study and Future Projections
by Mehjabeen Khan and Ruishan Chen
Remote Sens. 2025, 17(1), 170; https://doi.org/10.3390/rs17010170 - 6 Jan 2025
Viewed by 494
Abstract
Land use and land cover (LULC) change, driven by environmental and human activities, significantly impacts ecosystems, climate, biodiversity, and socio-economic systems. This study focuses on Khyber Pakhtunkhwa (KPK), Pakistan, a region with sensitive ecosystems and diverse landscapes, to analyze LULC dynamics and their [...] Read more.
Land use and land cover (LULC) change, driven by environmental and human activities, significantly impacts ecosystems, climate, biodiversity, and socio-economic systems. This study focuses on Khyber Pakhtunkhwa (KPK), Pakistan, a region with sensitive ecosystems and diverse landscapes, to analyze LULC dynamics and their environmental consequences. Based on Landsat imagery from 2000, 2010, and 2020, we used the Random Forest algorithm on Google Earth Engine (GEE) to classify LULC, and the CA-ANN model to project future scenarios for 2030, 2050, and 2100. Additional simulations were conducted using the MOLUSCE Plugin in QGIS. The results revealed a 138.02% (4071.98 km2) increase in urban areas from 2000 to 2020, marking urbanization as a major driver of LULC change. Urban expansion strongly correlated with land surface temperature (LST) (R2 = 0.89), amplifying the urban heat island effect. Rising LST showed negative correlations with the key environmental indices NDVI (−0.88), MNDWI (−0.49), and NDMI (−0.62), signaling declining vegetation cover, water resources, and soil moisture, respectively. Projections for 2100 predict LST rising to 55.3 °C, with NDVI, MNDWI, and NDMI dropping to 0.36, 0.17, and 0.21, respectively. Vegetation health, as indicated by the Leaf Area Index (LAI), also declined, with maximum and minimum values falling from 4.66 and −5.75 in 2000 to 2.16 and −2.55 in 2020, reflecting increased barren land and reduced greenness. The spatial analysis highlights significant transitions from vegetated to barren or urban land, leading to declining moisture levels, water stress, soil erosion, and biodiversity. Projections show continued reductions in forests, vegetation, and agricultural lands, replaced by barren and built-up areas. Declines in key indices such as NDVI, MNDWI, and NDMI indicate deteriorating vegetation, water resources, and soil moisture levels. These findings emphasize the need for sustainable urban planning and environmental management. Expanding urban green spaces, using reflective materials, and preserving vegetation and water resources are vital to mitigating heat island effects and maintaining ecological balance. Anticipated declines in LST, NDVI, MNDWI, NDMI, and LAI stress the urgency for climate adaptation strategies to protect human health, ecosystem services, and economic stability in KPK. Full article
(This article belongs to the Special Issue Advances of Remote Sensing in Land Cover and Land Use Mapping)
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<p>Study area map of Khyber Pakht-unkhwa showing major road networks and major rivers.</p>
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<p>LULC calculate framework diagram.</p>
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<p>Methodology for predicting LULC, NDVI, MNDWI, LST, LAI, and NDMI and for the years 2030, 2050, and 2100.</p>
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<p>Methodology for calculating environmental parameters (LST, NDVI, MNDWI, LAI, and NDMI) in KPK, Pakistan.</p>
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<p>Land use and land cover (LULC) classification in Khyber Pakhtunkhwa, Pakistan for the years (<b>a</b>) 2000, (<b>b</b>) 2010, (<b>c</b>) 2020.</p>
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<p>Area of each land cover class for the years 2000, 2010, and 2020.</p>
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<p>Land surface temperature (LST) distribution in Khyber Pakht-unkhwa, Pakistan in (<b>a</b>) 2000, (<b>b</b>) 2010, (<b>c</b>) 2020.</p>
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<p>Digital elevation model (DEM) of Khyber Pakht-unkhwa (KPK) region highlighting topographical variation.</p>
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<p>Modified normalized difference water index (MNDWI) in Khyber Pakht-unkhwa, Pakistan for the years (<b>a</b>) 2000, (<b>b</b>) 2010, (<b>c</b>) 2020.</p>
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<p>Normalized difference vegetation index (NDVI) in Khyber Pakht-unkhwa, Pakistan for the years (<b>a</b>) 2000, (<b>b</b>) 2010, (<b>c</b>) 2020.</p>
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<p>Leaf area index (LAI) analysis in Khyber Pakh-tunkhwa, Pakistan for the years (<b>a</b>) 2000, (<b>b</b>) 2010, (<b>c</b>) 2020.</p>
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<p>Normalized difference moisture index (NDMI) analysis in Khyber Pakh-tunkhwa, Pakistan for the years (<b>a</b>) 2000, (<b>b</b>) 2010, (<b>c</b>) 2020.</p>
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<p>Land use and land cover (LULC) classification in Khyber Pakh-tunkhwa, Pakistan in (<b>a</b>) 2030, (<b>b</b>) 2050, (<b>c</b>) 2100.</p>
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<p>Areas in square kilometers for each land cover class for the years 2030, 2050, and 2100.</p>
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<p>Land surface temperature (LST) distribution in Khyber Pakh-tunkhwa, Pakistan in (<b>a</b>) 2030, (<b>b</b>) 2050, (<b>c</b>) 2100.</p>
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<p>Normalized difference vegetation index (NDVI) in Khyber Pakh-tunkhwa, Pakistan in (<b>a</b>) 2030, (<b>b</b>) 2050, (<b>c</b>) 2100.</p>
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<p>Modified normalized difference water index (MNDWI) in Khyber Pakh-tunkhwa, Pakistan in (<b>a</b>) 2030, (<b>b</b>) 2050, and (<b>c</b>) 2100.</p>
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<p>Leaf area index (LAI) analysis in Khyber Pakh-tunkhwa, Pakistan for the years (<b>a</b>) 2030, (<b>b</b>) 2050, and (<b>c</b>) 2100.</p>
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<p>Prediction of the normalized difference moisture index (NDMI) values in Khyber Pakhtunkhwa, Pakistan for the years (<b>a</b>) 2030, (<b>b</b>) 2050, and (<b>c</b>) 2100.</p>
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<p>Correlation between LAI-LST.</p>
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<p>Correlation between LAI-NDVI.</p>
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<p>Correlation between LST-NDVI.</p>
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<p>Correlation between MNDWI-NDVI.</p>
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<p>Correlation between MNDWI-LST.</p>
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<p>Correlation between NDMI-LAI.</p>
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<p>Correlation between LST-NDMI.</p>
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<p>Correlation between NDVI-NDMI.</p>
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22 pages, 12094 KiB  
Article
Identification and Analysis on Surface Deformation in the Urban Area of Nanchang Based on PS-InSAR Method
by Mengping Zhang, Jiayi Pan, Peifeng Ma and Hui Lin
Remote Sens. 2025, 17(1), 157; https://doi.org/10.3390/rs17010157 - 5 Jan 2025
Viewed by 437
Abstract
Interferometric Synthetic Aperture Radar (InSAR) technology has emerged as a vital tool for monitoring surface deformation due to its high accuracy and spatial resolution. With the rapid economic development of Nanchang, extensive infrastructure development and construction activities have significantly altered the urban landscape. [...] Read more.
Interferometric Synthetic Aperture Radar (InSAR) technology has emerged as a vital tool for monitoring surface deformation due to its high accuracy and spatial resolution. With the rapid economic development of Nanchang, extensive infrastructure development and construction activities have significantly altered the urban landscape. Underground excavation and groundwater extraction in the region are potential contributors to surface deformation. This study utilized Sentinel-1 satellite data, acquired between September 2018 and May 2023, and applied the Permanent Scatterer Interferometric Synthetic Aperture Radar (PS-InSAR) technique to monitor surface deformation in Nanchang’s urban area. The findings revealed that surface deformation rates in the study area range from −10 mm/a to 6 mm/a, with the majority of regions remaining relatively stable. Approximately 99.9% of the monitored points exhibited deformation rates within −5 mm/a to 5 mm/a. However, four significant subsidence zones were identified along the Gan River and its downstream regions, with a maximum subsidence rate reaching 9.7 mm/a. Historical satellite imagery comparisons indicated that certain subsidence areas are potentially associated with construction activities. Further analysis integrating subsidence data, monthly precipitation, and groundwater depth revealed a negative correlation between surface deformation in Region A and rainfall, with subsidence trends aligning with groundwater level fluctuations. However, such a correlation was not evident in the other three regions. Additionally, water level data from the Xingzi Station of Poyang Lake showed that only Region A’s subsidence trend closely corresponds with water level variations. We conducted a detailed analysis of the spatial distribution of soil types in Nanchang and found that the soil types in areas of surface deformation are primarily Semi-hydromorphic Soils and Anthropogenic Soils. These soils exhibit high compressibility, making them prone to compaction and significantly influencing surface deformation. This study concludes that localized surface deformation in Nanchang is primarily driven by urban construction activities and the compaction of artificial fill soils, while precipitation also has an impact in certain areas. Full article
(This article belongs to the Section Environmental Remote Sensing)
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<p>(<b>a</b>) Map of China, highlighting Nanchang’s location. (<b>b</b>) Map of Jiangxi Province, indicating where Nanchang is situated. (<b>c</b>) Map of Nanchang, showing its geographic features.</p>
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<p>PS-InSAR technical workflow.</p>
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<p>Temporal and spatial baseline diagram, with the central image being the master image and the others being the slave images.</p>
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<p>Surface deformation rate map of Nanchang City along the satellite line of sight from 2018 to 2023. Area A is located in Zhongxu Village, Nanchang County; Area B is situated along the shoreline of Xiazhuang Lake in Xinjian District; Area C is located Along Jiangzhong Avenue in Xihu District and at Sunshine Lighting Plaza; Area D is near the Shiqi Resettlement Housing in Nanchang County.</p>
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<p>Surface deformation rate distribution.</p>
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<p>Left (<b>a</b>) is the distribution map of Area A, and right (<b>b</b>) is the time-series subsidence line chart of three points in Area A.</p>
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<p>Left (<b>a</b>) is the distribution map of Area B, and right (<b>b</b>) is the time-series subsidence line chart of three points in Area B.</p>
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<p>(<b>a</b>–<b>c</b>) show the Google Earth images of Region B. (<b>a</b>) represents 2 May 2014, (<b>b</b>) represents 14 February 2017, and (<b>c</b>) represents 16 November 2019. Label 1 indicates the location of Baojie Machinery Company and Aonong Central China Science and Technology Park, Label 2 represents the location of Huihua Industrial Company.</p>
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<p>Left (<b>a</b>) is the distribution map of Area C, and right (<b>b</b>) is the time-series subsidence line chart of three points in Area C.</p>
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<p>(<b>a</b>–<b>c</b>) show the Google Earth images of Region C. (<b>a</b>) represents 16 November 2019, (<b>b</b>) represents 15 November 2020, and (<b>c</b>) represents 3 March 2022. The red polygon indicates the location of the Oupengwan project.</p>
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<p>Left (<b>a</b>) is the distribution map of Area D, and right (<b>b</b>) is the time-series subsidence line chart of three points in Area D.</p>
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<p>(<b>a</b>–<b>c</b>) show the Google Earth images of Region D. (<b>a</b>) represents 2 May 2014, (<b>b</b>) represents 27 March 2017, and (<b>c</b>) represents 15 November 2020. Labels 1, 2, and 3 mark the areas of subsidence corresponding to the three points in Region D.</p>
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<p>Spatial distribution map of soil types in the Nanchang area.</p>
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<p>(<b>a</b>–<b>d</b>) Relationship between subsidence at various points and monthly cumulative precipitation. (<b>a</b>) subsidence-precipitation relationship in Region A, (<b>b</b>) subsidence-precipitation relationship in Region B, (<b>c</b>) subsidence-precipitation relationship in Region C, (<b>d</b>) subsidence-precipitation relationship in Region D.</p>
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<p>(<b>a</b>–<b>d</b>) Relationship between precipitation in four regions and the average depth to groundwater in the Poyang Lake Plain. (<b>a</b>) precipitation-groundwater depth relationship in Region A, (<b>b</b>) precipitation-groundwater depth relationship in Region B, (<b>c</b>) precipitation-groundwater depth relationship in Region C, (<b>d</b>) precipitation-groundwater depth relationship in Region D.</p>
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<p>(<b>a</b>–<b>d</b>) Relationship between water level of Xingzi Station and the subsidence at various points. (<b>a</b>) subsidence-water level relationship in Region A, (<b>b</b>) subsidence- water level relationship in Region B, (<b>c</b>) subsidence- water level relationship in Region C, (<b>d</b>) subsidence- water level relationship in Region D.</p>
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24 pages, 13644 KiB  
Article
Deformation Slope Extraction and Influencing Factor Analysis Using LT-1 Satellite Data: A Case Study of Chongqing and Surrounding Areas, China
by Jielin Liu, Chong Xu, Binbin Zhao, Zhi Yang, Yi Liu, Sihang Zhang, Xiaoang Kong, Qiongqiong Lan, Wenbin Xu and Wenwen Qi
Remote Sens. 2025, 17(1), 156; https://doi.org/10.3390/rs17010156 - 5 Jan 2025
Viewed by 490
Abstract
The use of satellite imagery for surface deformation monitoring has been steadily increasing. However, the study of extracting deformation slopes from deformation data requires further advancement. This limitation not only poses challenges for subsequent studies but also restricts the potential for deeper exploration [...] Read more.
The use of satellite imagery for surface deformation monitoring has been steadily increasing. However, the study of extracting deformation slopes from deformation data requires further advancement. This limitation not only poses challenges for subsequent studies but also restricts the potential for deeper exploration and utilization of deformation data. The LT-1 satellite, China’s largest L-band synthetic aperture radar satellite, offers a new perspective for monitoring. In this study, we extracted deformation slopes in Chongqing and its surrounding areas of China based on deformation data generated by LT-1. Twelve factors were selected to analyze their influence on slope deformation, including elevation, topographic position, slope, landcover, soil, lithology, relief, average rainfall intensity, and distances to rivers, roads, railways, and active faults. A total of 5863 deformation slopes were identified, covering an area of 140 km2, mainly concentrated in the central part of the study area, with the highest area density reaching 0.22%. Among these factors, average rainfall intensity was found to have the greatest impact on deformation slope. These findings provide valuable information for geological disaster early warning and management in Chongqing and surrounding areas, while also demonstrating the practical value of the LT-1 satellite in deformation monitoring. Full article
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<p>Schematic diagram of the LT-1 Satellite SAR interferometry mode (Image from Qu [<a href="#B36-remotesensing-17-00156" class="html-bibr">36</a>]).</p>
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<p>The study area and LT-1 deformation dataset (active fault data from Wu, et al. [<a href="#B37-remotesensing-17-00156" class="html-bibr">37</a>]).</p>
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<p>Typical deformation slope display (Group 20230823–20240110, 31.552971°N, 108.653644°E). (<b>a</b>) 3D terrain and landform display (The displayed images and 3D terrain model are both sourced from Google Earth, data acquisition date: 24 December 2024); (<b>b</b>) visualization of deformation data overlay. (Background imagery from ESRI, image date: 6 June 2024; data acquisition date: 24 October 2024).</p>
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<p>Research flow chart.</p>
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<p>Cumulative deformation over different time spans in Chongqing and surrounding areas.</p>
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<p>Area density of deformation slopes in the study area.</p>
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<p>Average daily deformation rate in Chongqing and surrounding areas.</p>
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<p>Rainfall in the study area from 1 April 2023, to 31 March 2024.</p>
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<p>Statistics of various factors (the red line is the fitted curve). (<b>A</b>) Landcover; (<b>B</b>) lithology; (<b>C</b>) soil; (<b>D</b>) topographic position; (<b>E</b>) relief; (<b>F</b>) slope; (<b>G</b>) elevation; (<b>H</b>) average rainfall intensity; (<b>I</b>) distance to active faults; (<b>J</b>) distance to rivers; (<b>K</b>) distance to roads; (<b>L</b>) distance to railways.</p>
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<p>Statistics of various factors (the red line is the fitted curve). (<b>A</b>) Landcover; (<b>B</b>) lithology; (<b>C</b>) soil; (<b>D</b>) topographic position; (<b>E</b>) relief; (<b>F</b>) slope; (<b>G</b>) elevation; (<b>H</b>) average rainfall intensity; (<b>I</b>) distance to active faults; (<b>J</b>) distance to rivers; (<b>K</b>) distance to roads; (<b>L</b>) distance to railways.</p>
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<p>Order of factors significance (** indicates <span class="html-italic">p</span> &lt; 0.01, * indicates <span class="html-italic">p</span> &lt; 0.05).</p>
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16 pages, 7760 KiB  
Article
Coastal Inlet Analysis by Image Color Intensity Variations: Implications for the Barrier Coast of Ukraine
by Ilya V. Buynevich, Oleksiy V. Davydov and Duncan M. FitzGerald
J. Mar. Sci. Eng. 2025, 13(1), 72; https://doi.org/10.3390/jmse13010072 - 3 Jan 2025
Viewed by 390
Abstract
Inlets through coastal barriers in functionally non-tidal settings have been relatively understudied. Yet, they have morphosedimentary elements and morphodynamic behaviors that are similar to their tidal counterparts, especially microtidal (often wave-dominated) inlets. Increasingly, remote sensing technologies (aerial and satellite imagery, small unmanned aerial [...] Read more.
Inlets through coastal barriers in functionally non-tidal settings have been relatively understudied. Yet, they have morphosedimentary elements and morphodynamic behaviors that are similar to their tidal counterparts, especially microtidal (often wave-dominated) inlets. Increasingly, remote sensing technologies (aerial and satellite imagery, small unmanned aerial vehicles, etc.) are employed as sources of high-definition spatial databases. Such approaches are important in areas with limited access, especially in regions of military conflict, such as along parts of the northern Black Sea coast, Ukraine. For rapid spatial analysis of remotely sensed or archival datasets, image color intensity (ICI) patterns are obtained using grayscale (GS) spectra and a wide range of filter options. Areal and profile-style GS patterns based on relative ICI values are extracted from available imagery, so that in a full 256-value GS spectrum the deepest parts of a channel (inlet throat) will have the lowest (darkest) values (GS < 50). Landward (flood-tidal/bayside) and seaward (ebb-tidal/seaside) deltas will exhibit lighter colors (GS > 100). Exposed siliciclastic/carbonate sand-dominated barriers and shoals will yield the lightest values (GS > 200), with dark vegetation requiring GS inversion. Hypsometric information, as well as key metrics (perimeter and area) can be easily computed using instant tracing tools, without the need for labor-intensive contour outlining. This study is the first example of assessing cross-shore and longitudinal channel morphology of microtidal (USA) and non-tidal (Ukraine) inlets. The approach is also extended to a temporal analysis of inlet closure and a recent re-activation by an intense storm. Full article
(This article belongs to the Section Geological Oceanography)
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<p>Key morphological elements of coastal inlets along wave-dominated barrier coasts: (<b>A</b>) microtidal setting—Chatham Inlet, MA, USA (GoogleEarth<sup>©</sup>2015); (<b>B</b>) non-tidal setting—Iron Sign Central Inlet, Kherson Region, Ukraine (GoogleEarth<sup>©</sup>2015). Morphological elements: LD—landward delta, IT—inlet throat; SD—seaward delta. Corresponding terms are indicated for tidal (FTD—flood-tidal; ETD—ebb-tidal) and non-tidal (BD—bayside; FD—frontal) deltas, respectively. Yellow boxes in each panel show the color differences between deep water (dark), shoals (intermediate), and barrier sand (light).</p>
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<p>Study sites: (<b>A</b>) distribution of microtidal (dashed line) and functionally non-tidal (solid line) coasts and study area locations; B-C: mean wave period distribution for October 2024 (source: MeteoBlue): (<b>B</b>) southern Massachusetts, USA (API—Allens Pond Inlet; CI—Chatham Inlet); (<b>C</b>) Kherson region, Black Sea, Ukraine (ISEI—Iron Sign East Inlet; LI—Lazurnenska Inlet).</p>
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<p>Schematic of grayscale (GS) variations: (<b>A</b>) plan-view representation of idealized topography and bathymetry, with light colors representing emerged/shallow settings, such as coastal barriers and associated inlet deltas (LD—landward delta; SD—seaward delta; see <a href="#jmse-13-00072-f001" class="html-fig">Figure 1</a> for examples morphological elements). Color intensity darkness decreases with depth, culminating in an inlet throat (darkest = lowest GS). Using an instant tracing tool, the perimeter (P) and area (A) of a specific GS value (dashed line ~ inlet throat) or a greater GS range (dotted line ~ inlet channel) can be easily computed. (<b>B</b>) Shore-parallel (strike) profile (orange line in (<b>A</b>)) shows grayscale value distribution (<span class="html-italic">Y</span>-axis) along a random distance (pixels); (<b>C</b>) shore-normal (dip) grayscale profile through the inlet throat (blue line in (<b>A</b>)) illustrating key morphological features and smaller variations (~bedforms). MSL—projected mean sea level position.</p>
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<p>Correlation between grayscale patterns and actual bathymetry (Allens Pond, MA, USA: (<b>A</b>) Original satellite image (GoogleEarth<sup>©</sup>2022). Morphological elements include flood-tidal delta (FTD), ebb-tidal delta (ETD), and the inlet throat (IT). Arrows depict the mutually evasive tidal currents (orange) and breaking wave (blue); (<b>B</b>) LUT-16 filter of (<b>A</b>). Note that vegetation and deep water have similar, low GS values; (<b>C</b>) threshold adjustment, with inlet throat still visible; (<b>D</b>) actual LiDAR-based bathymetry (different time from image (<b>A</b>); (<b>E</b>) thresholding based on the red spectrum showing depths shallower than 0.5 m; (<b>F</b>) thresholding of depths above 1.0 m, with the inlet throat still visible (note similar to (<b>C</b>)); (<b>G</b>) most recent satellite image (GoogleEarth<sup>©</sup>2024) showing channel position near the western end of the barrier, with a blue transparent overlay of the 2022 location.</p>
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<p>Example of GS (Chatham Inlet, Cape Cod, USA): (<b>A</b>) original plan-view image (GoogleEarth<sup>©</sup>2024). Morphological elements of the flood-tidal delta (FTD) and ebb-tidal delta (ETD): SH—ebb shield, ES—ebb spits, FR—flood ramp, EC—main ebb channel, IT—inlet throat, LB—channel-margin linear bars, MF—marginal flood channels, TL—terminal lobe; arrows depict the main tidal currents (orange) and wave approach from the east (blue); (<b>B</b>) LUT-16 version. Yellow highlights are for the shallowest areas, including diffracting waves breaking over the ETD shoals. Insets: area-based histograms show distribution of GS for the entire image (<b>top</b>) and a segment (boxed) with two contrasting ICI ranges (<b>bottom</b>); (<b>C</b>) LUT-Phase version (hotter colors are lighter GS); (<b>D</b>) shore-normal grayscale (GS) profile (see panel above for profile location). The visual GS range is shown on the right. Dashed box outlines the central segment enlarged in panel (<b>E</b>). Note the key morphosedimentary features, including landward-oriented bedforms on the flood ramp (FTD) and ebb-oriented ones on ETD. (<b>E</b>) Central GS profile segment depicting key morphological elements of the inlet channel and tidal deltas. Arrows show tidal currents (black) and waves (blue).</p>
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<p>Remotely-sensed dataset (Tendra Spit, Ukraine): (<b>A</b>) Northern Black Sea coast, Ukraine; (<b>B</b>) location of Iron Sign East Inlet (ISEI) and Lazurnenska (LI) Inlets; (<b>C</b>) satellite image (GoogleEarth<sup>©</sup>2021) with key morphological elements (1–4: spits/ridges; a–d: channels/swales); (<b>D</b>) profile location on the LUT-16 rendition. Note that both the main channel and barrier vegetation have low color intensity (blue), so the latter requires GS inversion.</p>
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<p>Cross-channel profile: (<b>A</b>) EIS Inlet bathymetry based on field surveys in 2020 (MSL—mean sea level). Slight MSL fluctuations result in substantial changes to channel width; (<b>B</b>) grayscale profile based on penecontemporaneous satellite imagery (GoogleEarth<sup>©</sup>2021) shows similarity to bathymetric data (profile location shown in <a href="#jmse-13-00072-f006" class="html-fig">Figure 6</a>D and <a href="#jmse-13-00072-f007" class="html-fig">Figure 7</a>A inset). GS values for a vegetated barrier segment have been inverted (scale at right).</p>
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<p>Shore-normal GS analysis of a pre-closure Lazurnenska Inlet, Dzharylgach Island, Ukraine. (<b>A</b>) Satellite image (GoogleEarth<sup>©</sup>2019) showing key morphological elements: FD—frontal delta, BD—bayside delta; DI—delta island; IT—inlet throat; LS—longshore sandbars; (<b>B</b>) LUT-16 rendition with GS profile location. Note the relatively light vegetation along the barrier, which has a similar color representation to shoals (green), rather than deep water; (<b>C</b>) shore-normal GS profile showing key morphological elements (LS2—seaward longshore bar). Note that IT is the deepest part of the inlet complex, and a sediment ramp extends from the throat to the terminal shoal of the frontal delta (arrow). See <a href="#jmse-13-00072-f009" class="html-fig">Figure 9</a> for a shore-parallel GS profile.</p>
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<p>Temporal changes along the attachment segment of Dzharylgach island and recent dynamics of the Lazurnenska Inlet (LI) complex: (<b>A</b>,<b>B</b>) closing inlet with a narrow channel (30–40 m; GoogleEarth<sup>©</sup>2023); (<b>C</b>–<b>F</b>) closed channel [<a href="#B55-jmse-13-00072" class="html-bibr">55</a>]. Note the unvegetated barrier; (<b>G</b>) LUT-16 image (December 2023) of the shoreline following the November event—Superstorm Bettina; (<b>H</b>) shore-parallel GS profiles of the 2019 channel (see <a href="#jmse-13-00072-f008" class="html-fig">Figure 8</a>), closed inlet (summer 2023), and the new November 2023 breach (GS scale reflects the relative alongshore trends that approximate color intensity values rather than actual channel depth).</p>
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<p>Conceptual model of mean ICI patterns for a full breach cycle (non-migrating channel): (<b>A</b>) ICI value (GS and 16-bit scale bars at left) for each location during the cycle. (1) Pre-breach (vegetated barrier); (2) breach (formation of deltas); (3) shoaling channel; (4) closed channel (inactive deltas); (5) post-breach (re-vegetated barrier and landward delta, seaward delta reworked). Vegetation cover can be corrected through GS inversion; (<b>B</b>) GS values at three sites (cross-shore profile) during breaching (2) and post-breach (5) phases. Note that the closed inlet throat represents an unvegetated segment of the barrier, which may undergo aeolian action prior to re-vegetation. Inset: GoogleEarth<sup>©</sup>2019 image of the central Iron Sign Inlet showing the throat, seaward (frontal) and landward (bayside) deltas, and dark vegetated area along the rear portion of the barriers.</p>
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20 pages, 7507 KiB  
Article
Sliding-Window Dissimilarity Cross-Attention for Near-Real-Time Building Change Detection
by Wen Lu and Minh Nguyen
Remote Sens. 2025, 17(1), 135; https://doi.org/10.3390/rs17010135 - 2 Jan 2025
Viewed by 498
Abstract
A near-real-time change detection network can consistently identify unauthorized construction activities over a wide area, empowering authorities to enforce regulations efficiently. Furthermore, it can promptly assess building damage, enabling expedited rescue efforts. The extensive adoption of deep learning in change detection has prompted [...] Read more.
A near-real-time change detection network can consistently identify unauthorized construction activities over a wide area, empowering authorities to enforce regulations efficiently. Furthermore, it can promptly assess building damage, enabling expedited rescue efforts. The extensive adoption of deep learning in change detection has prompted a predominant emphasis on enhancing detection performance, primarily through the expansion of the depth and width of networks, overlooking considerations regarding inference time and computational cost. To accurately represent the spatio-temporal semantic correlations between pre-change and post-change images, we create an innovative transformer attention mechanism named Sliding-Window Dissimilarity Cross-Attention (SWDCA), which detects spatio-temporal semantic discrepancies by explicitly modeling the dissimilarity of bi-temporal tokens, departing from the mono-temporal similarity attention typically used in conventional transformers. In order to fulfill the near-real-time requirement, SWDCA employs a sliding-window scheme to limit the range of the cross-attention mechanism within a predetermined window/dilated window size. This approach not only excludes distant and irrelevant information but also reduces computational cost. Furthermore, we develop a lightweight Siamese backbone for extracting building and environmental features. Subsequently, we integrate an SWDCA module into this backbone, forming an efficient change detection network. Quantitative evaluations and visual analyses of thorough experiments verify that our method achieves top-tier accuracy on two building change detection datasets of remote sensing imagery, while also achieving a real-time inference speed of 33.2 FPS on a mobile GPU. Full article
(This article belongs to the Special Issue Remote Sensing and SAR for Building Monitoring)
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<p>The size of circles represents the number of network parameters; circles positioned closer to the top left indicate better performance. The computational complexity, quantified by Multiply–Accumulate Operations (MACs), was evaluated using bi-temporal image pairs with a resolution of 512 × 512 pixels.</p>
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<p>The structure of the sliding-window dissimilarity cross-attention module, where <math display="inline"><semantics> <mrow> <mo>(</mo> <mi>A</mi> <mo>,</mo> <mi>B</mi> <mo>)</mo> <mo>∈</mo> <mo>{</mo> <mo>(</mo> <mn>1</mn> <mo>,</mo> <mn>2</mn> <mo>)</mo> <mo>,</mo> <mo>(</mo> <mn>2</mn> <mo>,</mo> <mn>1</mn> <mo>)</mo> <mo>}</mo> </mrow> </semantics></math> denote two time points and ⊗ represents matrix multiplication.</p>
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<p>The architecture of our efficient change detection network, where ⊕ represents element-wise addition.</p>
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<p>Structures of MBConv and Fused-MBConv [<a href="#B30-remotesensing-17-00135" class="html-bibr">30</a>].</p>
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<p>Comparison of building change predictions generated by BAT and the SWDCA network on the LEVIR-CD+ dataset.</p>
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<p>Comparison of building change predictions generated by BAT and the SWDCA network on the S2looking dataset.</p>
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<p>Comparison of building change predictions generated by various methods on the S2looking dataset.</p>
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<p>Failure cases on the S2looking dataset.</p>
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14 pages, 4285 KiB  
Article
Cropland Suitability Prediction Method Based on Biophysical Variables from Copernicus Data and Machine Learning
by Dorijan Radočaj, Mateo Gašparović and Mladen Jurišić
Appl. Sci. 2025, 15(1), 372; https://doi.org/10.3390/app15010372 - 2 Jan 2025
Viewed by 428
Abstract
The goal of this study was to propose and validate a method for predicting cropland suitability based on biophysical variables and machine learning according to an FAO land suitability standard using soybean (Glycine max L.) as a representative crop, aiming to provide [...] Read more.
The goal of this study was to propose and validate a method for predicting cropland suitability based on biophysical variables and machine learning according to an FAO land suitability standard using soybean (Glycine max L.) as a representative crop, aiming to provide an alternative to geographic information system (GIS)-based multicriteria analysis. The peak leaf area index (LAI) and the fraction of absorbed photosynthetically active radiation (FAPAR) from PROBA-V/Sentinel-3 data were calculated according to ground-truth soybean agricultural parcels in continental Croatia during 2015–2021. Four machine learning regression algorithms, including random forest (RF), support vector machine (SVM), and extreme gradient boosting (XGB), as well as their combination, were evaluated for predicting the peak LAI and FAPAR on the entire agricultural land in the study area, with RF producing the highest prediction accuracy with an R2 in the range of 0.250–0.590. The translation from K-means classes to the FAO land suitability standard was performed using a relative-based approach, ranking five resulting classes based on their relative mean sums of LAI and FAPAR values. The results of the proposed approach indicate that it is viable for major crops, while cropland suitability prediction for minor crops would require higher spatial resolution, such as vegetation indices from Sentinel-2 imagery. Full article
(This article belongs to the Special Issue Recent Advances in Precision Farming and Digital Agriculture)
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<p>A visual comparison of conventional GIS-based multicriteria analysis and machine learning-based approaches for determining cropland suitability levels.</p>
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<p>Workflow of the proposed machine learning-based method for determining cropland suitability.</p>
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<p>The final cropland suitability map for soybean cultivation in continental Croatia according to FAO standards.</p>
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19 pages, 25570 KiB  
Article
Surface Multi-Hazard Effects of Underground Coal Mining in Mountainous Regions
by Xuwen Tian, Xin Yao, Zhenkai Zhou and Tao Tao
Remote Sens. 2025, 17(1), 122; https://doi.org/10.3390/rs17010122 - 2 Jan 2025
Viewed by 403
Abstract
Underground coal mining induces surface subsidence, which in turn impacts the stability of slopes in mountainous regions. However, research that investigates the coupling relationship between surface subsidence in mountainous regions and the occurrence of multiple surface hazards is scarce. Taking a coal mine [...] Read more.
Underground coal mining induces surface subsidence, which in turn impacts the stability of slopes in mountainous regions. However, research that investigates the coupling relationship between surface subsidence in mountainous regions and the occurrence of multiple surface hazards is scarce. Taking a coal mine in southwestern China as a case study, a detailed catalog of the surface hazards in the study area was created based on multi-temporal satellite imagery interpretation and Unmanned aerial vehicle (UAV) surveys. Using interferometric synthetic aperture radar (InSAR) technology and the logistic subsidence prediction method, this study investigated the evolution of surface subsidence induced by underground mining activities and its impact on the triggering of multiple surface hazards. We found that the study area experienced various types of surface hazards, including subsidence, landslides, debris flows, sinkholes, and ground fissures, due to the effects of underground mining activities. The InSAR monitoring results showed that the maximum subsidence at the back edge of the slope terrace was 98.2 mm, with the most severe deformation occurring at the mid-slope of the mountain, where the maximum subsidence reached 139.8 mm. The surface subsidence process followed an S-shaped curve, comprising the stages of initial subsidence, accelerated subsidence, and residual subsidence. Additionally, the subsidence continued even after coal mining operations concluded. Predictions derived from the logistic model indicate that the duration of residual surface subsidence in the study area is approximately 1 to 2 years. This study aimed to provide a scientific foundation for elucidating the temporal and spatial variation patterns of subsidence induced by underground coal mining in mountainous regions and its impact on the formation of multiple surface hazards. Full article
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Graphical abstract

Graphical abstract
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<p>Geographical location and geological settings of the study area. (<b>a</b>) Location of Yunnan Province and Zhaotong City; (<b>b</b>) location of Zhenxiong County and study area; (<b>c</b>) the digital surface model (DSM) of the study area and the location of underground mining working panels; (<b>d</b>) details of working panels 1151 and 1152; (<b>e</b>) geological map of study area: 1 Lower Ordovician Meitan Formation, 2 Middle Ordovician Baota Formation and the coeval Shizipu Formation, 3 Lower Permian Liangshan Formation, 4 Lower Permian Maokou Formation, 5 Lower Permian Qixia Formation, 6 Upper Permian Xuanwei Formation, 7 Upper Permian Emeishan Basalt Formation, 8 Lower Triassic Feixianguan Formation, 9 Lower Triassic Yongningzhen Formation, 10 Middle Triassic Guanling Formation, 11 Upper Triassic Xujiahe Formation, 12 Middle-Upper Cambrian Loushanguan Formation.</p>
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<p>Engineering geological profile (the location is shown at line segment I–I’ in <a href="#remotesensing-17-00122-f001" class="html-fig">Figure 1</a>c).</p>
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<p>The technical approach in this study.</p>
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<p>Three-dimensional model of actual situation generated by UAV.</p>
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<p>Field investigation photos of the study area. (<b>a</b>) Local distribution of landslides and debris flows; (<b>b</b>,<b>c</b>) landslide accumulation; (<b>d</b>,<b>g</b>) two debris flow hazards; (<b>e</b>) fractured joints in the rock mass of the debris flow source area; (<b>f</b>) small temple destroyed in the central part of the debris flow; (<b>h</b>) vertically offset fissures; (<b>i</b>) a sinkhole in the study area; (<b>j</b>) damaged retaining wall; (<b>k</b>) rockfall damage to roads; (<b>l</b>) buildings destroyed by mining.</p>
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<p>Sketch of subsidence development for a surface point during coal mining.</p>
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<p>The development of cumulative deformation in the study area from January 2022 to June 2024. The location of the old goaf (G1 and G2) is shown in the red polygons in (<b>a</b>); the locations of the temporal deformation curve monitoring points are shown in (<b>b</b>); the black polygons represent the excavation positions of the underground mining panels in (<b>a</b>–<b>h</b>).</p>
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<p>Cumulative displacement of points from January 2022 to June 2024. (<b>a</b>) Points around the 1152 working panel (P5~P8). (<b>b</b>) Points around the 1159 and 1151 working panels (P1~P4). (<b>c</b>) Logistic models fit the P1 and P4 subsidence processes and predicted the duration of residual subsidence.</p>
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<p>The temporal interpretation of the development process of surface hazards using optical satellite images and UAV orthophotos. (<b>a</b>–<b>j</b>) The interpretation of optical remote sensing images; (<b>k</b>) the interpretation of high-resolution UAV orthophotos; (<b>l</b>) the summarized cataloging of surface hazards in the study area.</p>
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<p>The number and area of surface hazards occurring in the study area during different periods. (<b>a</b>) The number of surface hazards occurring from 2009 to 2024. (<b>b</b>) A comparison of the frequency of surface hazards with monthly precipitation from 2023 to 2024.</p>
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<p>Relationship between the grade of cumulative deformation (G<sub>d</sub>) and the landslide area.</p>
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<p>The process of surface hazards induced by underground mining in mountainous areas. (<b>a</b>) The original slope stage; (<b>b</b>) the early underground coal mining stage; (<b>c</b>) the subsidence increasing and formation of fissures stage; (<b>d</b>) the large-scale landslide and debris flow hazard increase stage.</p>
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