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Search Results (1,221)

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18 pages, 1226 KiB  
Article
Quadrotor Trajectory Planning with Tetrahedron Partitions and B-Splines in Unknown and Dynamic Environments
by Jiayu Men and Jesús Requena Carrión
Robotics 2025, 14(1), 3; https://doi.org/10.3390/robotics14010003 (registering DOI) - 30 Dec 2024
Abstract
Trajectory planning is a key task in unmanned aerial vehicle navigation systems. Although trajectory planning in the presence of obstacles is a well-understood problem, unknown and dynamic environments still present significant challenges. In this paper, we present a trajectory planning method for unknown [...] Read more.
Trajectory planning is a key task in unmanned aerial vehicle navigation systems. Although trajectory planning in the presence of obstacles is a well-understood problem, unknown and dynamic environments still present significant challenges. In this paper, we present a trajectory planning method for unknown and dynamic environments that explicitly incorporates the uncertainty about the environment. Assuming that the position of obstacles and their instantaneous movement are available, our method represents the environment uncertainty as a dynamic map that indicates the probability that a region might be occupied by an obstacle in the future. The proposed method first divides the free space into non-overlapping tetrahedral partitions using Delaunay triangulation. Then, a topo-graph that describes the topology of the free space and incorporates the uncertainty of the environment is created. Using this topo-graph, an initial path and a safe flight corridor are obtained. The initial safe flight corridor provides a sequence of control points that we use to optimize clamped B-spline trajectories by formulating a quadratic programming problem with safety and smoothness constraints. Using computer simulations, we show that our algorithm can successfully find a collision-free and uncertainty-aware trajectory in an unknown and dynamic environment. Furthermore, our method can reduce the computational burden caused by moving obstacles during trajectory replanning. Full article
(This article belongs to the Special Issue UAV Systems and Swarm Robotics)
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<p>Given a start and goal points in a 3D space that includes a random distribution of obstacles (black cuboids), our method generates a trajectory (red line) within a safe flight corridor represented as a sequence of tetrahedrons (purple edges and vertices).</p>
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<p>Expanded obstacle <math display="inline"><semantics> <mrow> <msub> <mi>D</mi> <mi>i</mi> </msub> <mrow> <mo>(</mo> <mi>k</mi> <mo>,</mo> <mi>h</mi> <mo>)</mo> </mrow> </mrow> </semantics></math> (yellow region). The solid square represents an obstacle <span class="html-italic">i</span> at time instant <span class="html-italic">k</span>. Its center is represented as a solid dot. The arrow represents the estimation of movement of the obstacle, as given by, e.g., a Kalman filter approach. The orange ellipse corresponds to the locations where <math display="inline"><semantics> <mrow> <msub> <mi>d</mi> <mi>i</mi> </msub> <mrow> <mo>(</mo> <mi mathvariant="bold">p</mi> <mo>,</mo> <mi>k</mi> <mo>+</mo> <mi>h</mi> <mo>)</mo> </mrow> <mo>&gt;</mo> <mi>ϵ</mi> </mrow> </semantics></math>. Dashed squares represent the obstacle after <span class="html-italic">h</span> time instants in potential locations indicated by empty dots. Convolving the region where <math display="inline"><semantics> <mrow> <msub> <mi>d</mi> <mi>i</mi> </msub> <mrow> <mo>(</mo> <mi mathvariant="bold">p</mi> <mo>,</mo> <mi>k</mi> <mo>+</mo> <mi>h</mi> <mo>)</mo> </mrow> <mo>&gt;</mo> <mi>ϵ</mi> </mrow> </semantics></math> and the bounding box describing the obstacle, a potential collision region is obtained. The expanded obstacle <math display="inline"><semantics> <mrow> <msub> <mi>D</mi> <mi>i</mi> </msub> <mrow> <mo>(</mo> <mi>k</mi> <mo>,</mo> <mi>h</mi> <mo>)</mo> </mrow> </mrow> </semantics></math> is obtained as the smallest bounding box covering the potential collision region.</p>
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<p>An illustration of the implementation of the Möller–Trumbore ray-triangle intersection algorithm for collision detection. The ray, shown as a blue arrow line, intersects with the face <math display="inline"><semantics> <mrow> <mi mathvariant="bold">V</mi> <mn mathvariant="bold">1</mn> </mrow> </semantics></math>-<math display="inline"><semantics> <mrow> <mi mathvariant="bold">V</mi> <mn mathvariant="bold">2</mn> </mrow> </semantics></math>-<math display="inline"><semantics> <mrow> <mi mathvariant="bold">V</mi> <mn mathvariant="bold">3</mn> </mrow> </semantics></math>-<math display="inline"><semantics> <mrow> <mi mathvariant="bold">V</mi> <mn mathvariant="bold">4</mn> </mrow> </semantics></math> at point <span class="html-italic">F</span> and the face <math display="inline"><semantics> <mrow> <mi mathvariant="bold">V</mi> <mn mathvariant="bold">5</mn> </mrow> </semantics></math>-<math display="inline"><semantics> <mrow> <mi mathvariant="bold">V</mi> <mn mathvariant="bold">6</mn> </mrow> </semantics></math>-<math display="inline"><semantics> <mrow> <mi mathvariant="bold">V</mi> <mn mathvariant="bold">7</mn> </mrow> </semantics></math>-<math display="inline"><semantics> <mrow> <mi mathvariant="bold">V</mi> <mn mathvariant="bold">8</mn> </mrow> </semantics></math> at point <math display="inline"><semantics> <msup> <mi>F</mi> <mo>′</mo> </msup> </semantics></math>. Since points <span class="html-italic">F</span> and <math display="inline"><semantics> <msup> <mi>F</mi> <mo>′</mo> </msup> </semantics></math>’s intersection times are not within the interval <math display="inline"><semantics> <mrow> <mo>[</mo> <mn>0</mn> <mo>,</mo> <mn>1</mn> <mo>]</mo> </mrow> </semantics></math>, the segment <math display="inline"><semantics> <mrow> <mi>O</mi> <mi>A</mi> </mrow> </semantics></math> does not collide with the bounding box.</p>
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<p>An example of the generated flight corridor in 2D. In Panel (<b>a</b>), the blue polygons are the obstacles, the blue dots are the obstacle vertices, and the red dots are the virtual vertices, which are sampled from the boundary of the detection range described in <a href="#sec5dot1-robotics-14-00003" class="html-sec">Section 5.1</a>. The constructed topo-graph nodes are marked as red stars, and edges are black solid lines. In Panel (<b>b</b>), the triangles containing the start and goal are located, and by applying Dijkstra method to the constructed topo-graph, the initial path is obtained (red stars and black dashed lines). The triangles that the path goes through constitute the flight corridor (shaded in orange).</p>
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<p>The overall process of finding a flight corridor is summarized in (<b>a</b>) Flowchart of the proposed trajectory planning method described in <a href="#sec5-robotics-14-00003" class="html-sec">Section 5</a> and <a href="#sec6-robotics-14-00003" class="html-sec">Section 6</a>. An example of the generated flight corridor is shown in (<b>b</b>) Example of a generated flight corridor and the corresponding control points used during trajectory optimization. Numbers represent the indices of the vertices. The first trajectory segment is computed using vertices 1, 2, 3, the second segment using 2, 3, 4, and so forth. Our flight corridor generation method consists of four steps that are subsequently described.</p>
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<p>The performance of an generated trajectory from the start <math display="inline"><semantics> <msup> <mrow> <mo>[</mo> <mn>9.5</mn> <mo>,</mo> <mn>9.5</mn> <mo>,</mo> <mn>9.5</mn> <mo>]</mo> </mrow> <mi>T</mi> </msup> </semantics></math> to the goal position <math display="inline"><semantics> <msup> <mrow> <mo>[</mo> <mn>1</mn> <mo>,</mo> <mn>1</mn> <mo>,</mo> <mn>1</mn> <mo>]</mo> </mrow> <mi>T</mi> </msup> </semantics></math> with fixed velocity <math display="inline"><semantics> <msup> <mrow> <mo>[</mo> <mn>0</mn> <mo>,</mo> <mn>0</mn> <mo>,</mo> <mn>0</mn> <mo>]</mo> </mrow> <mi>T</mi> </msup> </semantics></math>: the maximum velocity and acceleration for each axis is 3 m/s and 2 m/s<sup>2</sup>.</p>
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<p>(<b>a</b>) Constructed flight corridor. The blue dots are the added virtual vertices. The red dots together with the black solid lines represent the obstacles. The partitions of the free space using Delaunay triangulation are shown with purple solid lines. (<b>b</b>) Comparison between the processing time of the flight corridor generation method (in grey) and trajectory optimization method (in yellow) under different obstacle densities.</p>
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17 pages, 7222 KiB  
Article
Extracting Regular Building Footprints Using Projection Histogram Method from UAV-Based 3D Models
by Yaoyao Ren, Xing Li, Fangyuqing Jin, Chunmei Li, Wei Liu, Erzhu Li and Lianpeng Zhang
ISPRS Int. J. Geo-Inf. 2025, 14(1), 6; https://doi.org/10.3390/ijgi14010006 (registering DOI) - 28 Dec 2024
Viewed by 241
Abstract
Extracting building outlines from 3D models poses significant challenges stemming from the intricate diversity of structures and the complexity of urban scenes. Current techniques heavily rely on human expertise and involve repetitive, labor-intensive manual operations. To address these limitations, this paper presents an [...] Read more.
Extracting building outlines from 3D models poses significant challenges stemming from the intricate diversity of structures and the complexity of urban scenes. Current techniques heavily rely on human expertise and involve repetitive, labor-intensive manual operations. To address these limitations, this paper presents an innovative automatic technique for accurately extracting building footprints, particularly those with gable and hip roofs, directly from 3D data. Our methodology encompasses several key steps: firstly, we construct a triangulated irregular network (TIN) to capture the intricate geometry of the buildings. Subsequently, we employ 2D indexing and counting grids for efficient data processing and utilize a sophisticated connected component labeling algorithm to precisely identify the extents of the roofs. A single seed point is manually specified to initiate the process, from which we select the triangular facets representing the outer walls of the buildings. Utilizing the projection histogram method, these facets are grouped and processed to extract regular building footprints. Extensive experiments conducted on datasets from Nanjing and Wuhan demonstrate the remarkable accuracy of our approach. With mean intersection over union (mIOU) values of 99.2% and 99.4%, respectively, and F1 scores of 94.3% and 96.7%, our method proves to be both effective and robust in mapping building footprints from 3D real-scene data. This work represents a significant advancement in automating the extraction of building footprints from complex 3D scenes, with potential applications in urban planning, disaster response, and environmental monitoring. Full article
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<p>The flowchart of the proposed method: (<b>a</b>) 3D real-scene model; (<b>b</b>) triangulated irregular networks (TINs) and indexing/counting grid; (<b>c</b>) selection of roof counting grids based on a seed point, determining the triangular facet data of outer walls, obtaining minimum area rectangle and bounding contour of roof grid; (<b>d</b>) utilization of projection histogram method for edge line extraction; (<b>e</b>) determination of valid split rectangles; (<b>f</b>) merging valid split rectangles and removal of redundant points and lines; (<b>g</b>) generation of regular building footprint.</p>
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<p>The angle between the normal vector and the XOY plane.</p>
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<p>(<b>a</b>) Orthophoto image; (<b>b</b>) flattened Triangulated Irregular Network (TIN); (<b>c</b>) counting grid.</p>
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<p>Selecting triangular facets data of outer walls based on roof extent: (<b>a</b>) generation of the bounding polygon (purple) derived from the selected roof grid; (<b>b</b>) identification of potential triangular facets of outer walls using the bounding polygon.</p>
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<p>(<b>a</b>) Building rotation angle; (<b>b</b>) projection histogram of wall triangular facets.</p>
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<p>(<b>a</b>) Eliminate redundant lines; (<b>b</b>) merge building area; (<b>c</b>) obtain building footprint after rotation.</p>
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<p>Dataset-1: part data of Gaochun District, Yangjiang Town, Nanjing. The upper image is 3D real-scene model data and the lower image is orthophoto.</p>
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<p>Dataset-2: data of Wuhan DongHu University. The picture on the left is 3D real-scene model data and the picture on the right is orthophoto.</p>
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<p>Extraction results of Dataset-1. Red outlines are extracted results and blue outlines are reference data.</p>
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<p>Extraction results of Dataset-2. Red outlines are extracted results and blue outlines are reference data.</p>
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<p>Advantages of the proposed algorithm, demonstrating robustness and versatility in addressing challenges of building footprint extraction: (<b>a</b>) a building partially obscured by trees; (<b>b</b>) data gaps due to model coverage limitations; (<b>c</b>) a flat-roofed building.</p>
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<p>Limitations of the proposed algorithm: (<b>a</b>) an abandoned building without a roof; (<b>b</b>) pyramid hip-roofed buildings; (<b>c</b>) adjacent buildings with blind spots in the model; (<b>d</b>) a two-story building with different structures on each floor.</p>
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17 pages, 1696 KiB  
Article
The Edge Odd Graceful Labeling of Water Wheel Graphs
by Mohammed Aljohani and Salama Nagy Daoud
Axioms 2025, 14(1), 5; https://doi.org/10.3390/axioms14010005 - 26 Dec 2024
Viewed by 196
Abstract
A graph, G=(V,E), is edge odd graceful if it possesses edge odd graceful labeling. This labeling is defined as a bijection [...] Read more.
A graph, G=(V,E), is edge odd graceful if it possesses edge odd graceful labeling. This labeling is defined as a bijection g:E(G){1,3,,2m1}, from which an injective transformation is derived, g*:V(G){1,2,3,,2m1}, from the rule that the image of uV(G) under g* is uvE(G)g(uv)mod(2m). The main objective of this manuscript is to introduce new classes of planar graphs, namely water wheel graphs, WWn; triangulated water wheel graphs, TWn; closed water wheel graphs, CWn; and closed triangulated water wheel graphs, CTn. Furthermore, we specify conditions for these graphs to allow for edge odd graceful labelings. Full article
(This article belongs to the Section Algebra and Number Theory)
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<p>Labeling of <math display="inline"><semantics> <mrow> <mi>W</mi> <msub> <mi>W</mi> <mi>n</mi> </msub> </mrow> </semantics></math> when <math display="inline"><semantics> <mrow> <mi>n</mi> <mo>≡</mo> <mn>1</mn> </mrow> </semantics></math>(mod 10).</p>
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<p>Water wheel graph <math display="inline"><semantics> <mrow> <mi>W</mi> <msub> <mi>W</mi> <mn>11</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Labeling of <math display="inline"><semantics> <mrow> <mi>W</mi> <msub> <mi>W</mi> <mi>n</mi> </msub> </mrow> </semantics></math> when <math display="inline"><semantics> <mrow> <mi>n</mi> <mo>≡</mo> <mi>k</mi> <mo>(</mo> <mi>mod</mi> <mspace width="0.277778em"/> <mn>10</mn> <mo>)</mo> <mo>,</mo> <mspace width="0.277778em"/> <mi>k</mi> <mo>≠</mo> <mn>1</mn> </mrow> </semantics></math>.</p>
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<p>Water wheel graph <math display="inline"><semantics> <mrow> <mi>W</mi> <msub> <mi>W</mi> <mn>13</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Labeling of <math display="inline"><semantics> <mrow> <mi>T</mi> <msub> <mi>W</mi> <mi>n</mi> </msub> </mrow> </semantics></math> when <span class="html-italic">n</span> is odd.</p>
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<p>Triangulated water wheel graph <math display="inline"><semantics> <mrow> <mi>T</mi> <msub> <mi>W</mi> <mn>11</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Triangulated water wheel graph <math display="inline"><semantics> <mrow> <mi>T</mi> <msub> <mi>W</mi> <mn>13</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Labeling of <math display="inline"><semantics> <mrow> <mi>T</mi> <msub> <mi>W</mi> <mi>n</mi> </msub> </mrow> </semantics></math> when <span class="html-italic">n</span> is even.</p>
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<p>Triangulated water wheel graph <math display="inline"><semantics> <mrow> <mi>T</mi> <msub> <mi>W</mi> <mn>12</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Triangulated water wheel graph <math display="inline"><semantics> <mrow> <mi>T</mi> <msub> <mi>W</mi> <mn>14</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Labeling of <math display="inline"><semantics> <mrow> <mi>C</mi> <msub> <mi>W</mi> <mi>n</mi> </msub> </mrow> </semantics></math> when <span class="html-italic">n</span> is odd.</p>
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<p>Closed water wheel graph <math display="inline"><semantics> <mrow> <mi>C</mi> <msub> <mi>W</mi> <mn>13</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Labeling of <math display="inline"><semantics> <mrow> <mi>C</mi> <msub> <mi>W</mi> <mi>n</mi> </msub> </mrow> </semantics></math> when <span class="html-italic">n</span> is even.</p>
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<p>Closed water wheel graph <math display="inline"><semantics> <mrow> <mi>C</mi> <msub> <mi>W</mi> <mn>14</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Labeling of <math display="inline"><semantics> <mrow> <mi>C</mi> <msub> <mi>T</mi> <mi>n</mi> </msub> </mrow> </semantics></math> when <math display="inline"><semantics> <mrow> <mi>n</mi> <mo>≡</mo> <mn>11</mn> <mspace width="0.277778em"/> <mi>mod</mi> <mspace width="0.277778em"/> <mn>14</mn> </mrow> </semantics></math>.</p>
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<p>Closed triangulated water wheel graph <math display="inline"><semantics> <mrow> <mi>C</mi> <msub> <mi>T</mi> <mn>11</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Labeling of <math display="inline"><semantics> <mrow> <mi>C</mi> <msub> <mi>T</mi> <mi>n</mi> </msub> </mrow> </semantics></math> when <math display="inline"><semantics> <mrow> <mi>n</mi> <mo>≡</mo> <mi>k</mi> <mspace width="0.277778em"/> <mi>mod</mi> <mspace width="0.277778em"/> <mn>14</mn> <mo>,</mo> <mi>k</mi> <mo>≠</mo> <mn>11</mn> </mrow> </semantics></math>.</p>
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<p>Closed triangulated water wheel graph <math display="inline"><semantics> <mrow> <mi>C</mi> <msub> <mi>T</mi> <mn>13</mn> </msub> </mrow> </semantics></math>.</p>
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<p>Closed triangulated water wheel graph <math display="inline"><semantics> <mrow> <mi>C</mi> <msub> <mi>T</mi> <mn>14</mn> </msub> </mrow> </semantics></math>.</p>
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27 pages, 964 KiB  
Article
An Examination of the Leadership and Management Traits and Style in the Forest Fire Incident Command System: The Cyprus Forest Fire Service
by Nicolas-George Homer Eliades, Achilleas Karayiannis, Georgios Tsantopoulos and Spyros Galatsidas
Fire 2025, 8(1), 6; https://doi.org/10.3390/fire8010006 - 26 Dec 2024
Viewed by 350
Abstract
Since the early 21st century, wildlands have witnessed an effusion of wildfires, with climate and social changes resulting in unanticipated wildfire activity and impact. For forest fires to be prevented and suppressed effectively, forest firefighting forces have adopted a specific administrative system for [...] Read more.
Since the early 21st century, wildlands have witnessed an effusion of wildfires, with climate and social changes resulting in unanticipated wildfire activity and impact. For forest fires to be prevented and suppressed effectively, forest firefighting forces have adopted a specific administrative system for organizing and managing the fighting force. Under the administrative system, a debate on desired “leadership and management qualities” arises, and hence, this study sought to identify the leadership and management traits that should distinguish individuals in the forest fire incident command system (FFICS) applied by the Department of Forests (Cyprus). The research subject was addressed using mixed method research, employing quantitative and qualitative data. Both datasets were used to distinguish the purposes of the applied triangulation, enabling the examination of differentiation between the trends/positions recorded in terms of the object of study. These findings point to ideal forms of transformational leadership and neoclassical management. The outcomes suggest that at the individual level, the leaders of each of the operating structures should develop leadership qualities related to emotional intelligence, empathy, judgment, critical thinking, and especially self-awareness of strengths and weaknesses. At the stage of pre-suppression, a democratic leadership style (or guiding style) is supported, while during the operational progress stage of the FFICS, a “hybrid” leadership style is suggested, borrowing elements from the democratic and authoritarian (or managerial) leadership styles. The administrative skills of FFICS leaders should include the moral and psychological rewards of subordinates, job satisfaction and recognition, and two-way communication. The current study illustrates the need for divergent leadership and management traits and styles among the different hierarchical structures of the FFICS. Full article
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<p>Chart flow of the data analysis design for the current study.</p>
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18 pages, 15065 KiB  
Article
Planetary Laser Interferometric Seismoacoustic Observatory
by Grigory Dolgikh, Sergey Budrin, Stanislav Dolgikh, Mikhail Bolsunovskii and Mikhail Ivanov
Sensors 2025, 25(1), 48; https://doi.org/10.3390/s25010048 - 25 Dec 2024
Viewed by 209
Abstract
The paper describes a planetary laser interferometric seismoacoustic observatory consisting of six stationary unequal arm laser strainmeters. Based on the triangulation method, the fundamentals of direction finding of various infrasound disturbances at any planetary distance have been developed. The authors show that in [...] Read more.
The paper describes a planetary laser interferometric seismoacoustic observatory consisting of six stationary unequal arm laser strainmeters. Based on the triangulation method, the fundamentals of direction finding of various infrasound disturbances at any planetary distance have been developed. The authors show that in addition to determining locations of the occurrence of the recorded disturbance, using data from spatially separated laser strainmeters, it is possible to determine the nature of these signals’ divergence and, also, the loss of their energy in the propagation medium. The creation of the planetary laser interferometric seismoacoustic observatory, consisting of five stationary single-coordinate laser strainmeters and one two-coordinate laser strainmeter, united into a single measuring network with an accurate time clock TRIMBLE 5700 that is capable of recording displacements on their bases with an accuracy of 10 pm in the frequency range from 0 (conventionally) to 1000 Hz and two auxiliary laser strainmeters, will allow us to determine, at any planetary distance, the primary source of deformation infrasound disturbances with primary amplitudes from 100 nm. Full article
(This article belongs to the Section Navigation and Positioning)
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<p>Underground beam guide of the 52.5 m laser strainmeter of the unequal arm type (<b>a</b>) and the central interference unit (<b>b</b>).</p>
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<p>Central interference unit of the 17.5 m laser strainmeter.</p>
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<p>Central interference unit of the Krasnokamensk laser strainmeter (<b>a</b>) and its laser beam guide (<b>b</b>). 1—concrete foundation, 2—optical plate, 3—sealed beam guide, 4, 9, 10—registration system, 5—piezoceramics of compensation and control, 6—frequency-stabilized laser, 7—collimator, 8—PI-100 dividing plate.</p>
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<p>Central interference unit of the laser strainmeter. 1—frequency-stabilized laser, 2—registration system, 3—collimator, 4—PI-100 dividing plate, 5—piezoceramics of compensation and control, 6—sealed beam guide.</p>
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<p>Baksan laser strainmeter. 1—He-Ne laser; 2—telescopic system; 3—beam splitter; 4, 5—corner reflectors; 6—prism; 7—lens; 8—photodiode; 9—galvanometer; 10—rotating mirror; 11—raster; 12—lens; 13, 14—vacuum chambers; 15—vacuum pipes; 16, 17—bellows elements; 18, 19, 20—concrete foundations; 21, 22, 23, 24—vacuum pumps.</p>
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<p>The recording spectrum of a 52.5 m laser strainmeter.</p>
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<p>Registration of the hydroacoustic emitter signal on the recording spectrum of a laser strainmeter.</p>
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<p>Schematic map of the laser strainmeter locations. The red circle marks the installation locations of the laser strainmeters.</p>
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<p>Scheme of finding directions to the source along propagation paths “Svobodny Cape-Shultz Cape” (<b>a</b>) and “Svobodny Cape–Krasnokamensk” (<b>b</b>). Yellow circles of Svobodny Cape point. Red circles Shultz Cape point. Green circles Krasnokamensk point. The red and green lines represent the direction to the source.</p>
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<p>Laser strainmeters “Baksan-Sevastopol”. Yellow circles of Baksan point. Red circles Sevastopol point. The red lines represent the direction to the source.</p>
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<p>Laser strainmeters “Sevastopol-Fryazino”. Yellow circles of Sevastopol point. Green circles Fryazino point. The red and green lines represent the direction to the source.</p>
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<p>Laser strainmeters “Fryazino-Solikamsk”. Yellow circles of Fryazino point. Blue circles Solikamsk point. The red, green, and blue lines represent the direction to the source.</p>
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14 pages, 3237 KiB  
Article
Surgical Technique and Perioperative Outcomes of the “Sapienza” Urology Residency Program’s Trocar Placement Configuration During Robotic-Assisted Radical Prostatectomy (RARP): A Retrospective, Single-Centre Observational Study Comparing Experienced Attendings vs. Post-Graduate Year I–III Residents as Bedside Assistants
by Valerio Santarelli, Dalila Carino, Roberta Corvino, Stefano Salciccia, Ettore De Berardinis, Wojciech Krajewski, Łukasz Nowak, Jan Łaszkiewicz, Tomasz Szydełko, Rajesh Nair, Muhammad Shamim Khan, Ramesh Thurairaja, Mohamed Gad, Benjamin I. Chung, Alessandro Sciarra and Francesco Del Giudice
Cancers 2025, 17(1), 20; https://doi.org/10.3390/cancers17010020 - 25 Dec 2024
Viewed by 210
Abstract
Background/Objectives: Robot-assisted radical prostatectomy (RARP) for the treatment of prostate cancer (PCa) has been standardized over the last 20 years. At our institution, only n = 3 rob arms are used for RARP. In addition, n = 2, 12 mm lap trocars [...] Read more.
Background/Objectives: Robot-assisted radical prostatectomy (RARP) for the treatment of prostate cancer (PCa) has been standardized over the last 20 years. At our institution, only n = 3 rob arms are used for RARP. In addition, n = 2, 12 mm lap trocars are placed for the bedside assistant symmetrically at the midclavicular lines, which allows for direct pelvic triangulation and greater involvement of the assisting surgeon. The aim of our study was to compare surgical and perioperative outcomes of RARP performed using our alternative trocar placement with no fourth robotic arm in the subgroups of experienced attending surgeons and post-graduate residents as bedside assistants. Residents’ satisfaction was also explored. Methods: RARPs performed within the urology residency program between 2019 and 2024 were retrospectively analyzed. Only rob procedures performed using our 3+2 trocars configuration were included. Intra- and postoperative outcomes, as well as long-term functional outcomes including continence recovery and potency, were assessed, stratified by the level of expertise of the bedside assistant, i.e., an experienced attending or post-graduate Year I–III resident. Satisfaction of residents assigned to the two groups during their robotic rotation was evaluated considering three domains with a score from 1 to 10: insight into surgical procedure, confidence level, and gratification level. Results: Out of n = 281 RARP procedures, the bedside assistant was an attending in 104 cases and a resident in 177. Operative time was found to be slightly longer in cases where the second operator was a resident (attendings vs. residents: 134 ± 40 vs. 152 ± 24; p < 0.001). Postoperative hospitalization time was longer in patients in the resident group (attendings vs. residents: 3.9 ± 1.6 vs. 4.3 ± 1 days; p = 0.025). However, cases where the second operator was a resident had a lower rate of positive surgical margins, with rates of 19.7% in the resident and 43.3% in the attending surgeon cohorts (OR = 0.32; 95% CI 0.18–0.55). This difference remained significant in multivariate analysis. There was no significant difference in postoperative blood transfusion rates (attendings vs. residents: 1.9% vs. 1.2%; p = 0.6). Similarly, long-term functional outcomes in terms of erectile dysfunction and urinary incontinence rates mostly overlapped between groups. The mean score in all three domains evaluating residents’ satisfaction was significantly higher when residents actively participated in the surgical procedure as bedside assistants (p = 0.02, p = 0.004, and p < 0.001, respectively, for insights into surgical procedure, confidence level, and gratification level). Conclusions: These findings provide insight into how an alternative port positioning during RARP could improve the involvement of the bedside assistant, particularly residents, without compromising perioperative outcomes or surgical safety. Full article
(This article belongs to the Special Issue New Insights into Urologic Oncology)
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<p>Trocar configurations for RARP: (<b>a</b>) Sapienza residency school 3+2 trocar configuration. Laparoscopic trocars are symmetrical, and the assistant is at the head of the patient. Red: midclavicular line, blue: transumbilical plane, yellow: anterior superior iliac spine. (<b>b</b>) Standard 4+2 trocar configuration. Laparoscopic trocars are not symmetrical, and the assistant is standing at the side of the surgical bed.</p>
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<p>Bedside assistant position during RARP (<b>a</b>) With the Sapienza residency school 3+2 trocar configuration, the bedside assistant is positioned at the head of the patient for better triangulation and access to the patient’s pelvis. (<b>b</b>) With the standard 4+2 trocar configuration, the bedside assistant stands laterally to the surgical bed and is less involved in the surgical procedure.</p>
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<p>Intraoperative photos (<b>a</b>) With the Sapienza residency school 3+2 trocar configuration, the bedside assistant has direct access to the patient’s pelvis, which allows for direct involvement throughout the procedure. (<b>a</b>) The bedside assistant is using a Johan grasper in the right hand for backward and upward traction while aiding posterior dissection with the aspirator in the left hand. (<b>b</b>) The bedside assistant employs the vessel sealer for dorsal vein complex (DVC) management.</p>
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<p>Kaplan–Meier analysis. Estimated rates of biochemical-free survival (BFS) according to the level of expertise of the bedside assistant. Attendings = attending surgeon as bedside assistant; residents = resident as bedside assistant.</p>
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27 pages, 6978 KiB  
Article
Tool Wear State Monitoring in Titanium Alloy Milling Based on Wavelet Packet and TTAO-CNN-BiLSTM-AM
by Zongshuo Yang, Li Li, Yunfeng Zhang, Zhengquan Jiang and Xuegang Liu
Processes 2025, 13(1), 13; https://doi.org/10.3390/pr13010013 - 24 Dec 2024
Viewed by 384
Abstract
To effectively monitor the nonlinear wear variation of tools during the processing of titanium alloys, this study proposes a hybrid deep neural network fault diagnosis model that integrates the triangulation topology aggregation optimizer (TTAO), convolutional neural network (CNN), bidirectional long short-term memory network [...] Read more.
To effectively monitor the nonlinear wear variation of tools during the processing of titanium alloys, this study proposes a hybrid deep neural network fault diagnosis model that integrates the triangulation topology aggregation optimizer (TTAO), convolutional neural network (CNN), bidirectional long short-term memory network (BiLSTM), and attention mechanism (AM). Firstly, vibration signals from the machine tool spindle are acquired and subjected to the wavelet packet transform (WPT) to extract multi-frequency band energy features as model inputs. Then, the CNN and BiLSTM modules capture the features and temporal relationships of the input signals. Finally, introduction of the AM, combined with the TTAO algorithm, automatically extracts deep features, overcoming issues such as local optima and slow convergence in traditional neural networks, thereby enhancing the accuracy and efficiency of tool wear state recognition. The experimental results demonstrate that the proposed model achieves an average accuracy rate of 98.649% in predicting tool wear states, outperforming traditional backpropagation (BP) networks and standard CNN models. Full article
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<p>Tool wear monitoring and prediction workflow.</p>
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<p>Tool milling vibration acquisition platform.</p>
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<p>Time domain image of input signal. (<b>a</b>) Initial wear. (<b>b</b>) Normal wear. (<b>c</b>) Rapid wear.</p>
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<p>Comparison between DWT and WPT for multilevel signal decomposition. (<b>a</b>) Multilevel decomposition structure of DWT. (<b>b</b>) Multilevel decomposition structure of WPT.</p>
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<p>The wavelet packet 3rd layer signal spectrum. (<b>a</b>) Initial wear. (<b>b</b>) Normal wear. (<b>c</b>) Rapid wear.</p>
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<p>The wavelet packet 3rd layer signal spectrum. (<b>a</b>) Initial wear. (<b>b</b>) Normal wear. (<b>c</b>) Rapid wear.</p>
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<p>The energy ratio of each band. (<b>a</b>) Initial wear. (<b>b</b>) Normal wear. (<b>c</b>) Rapid wear.</p>
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<p>The BiLSTM structure.</p>
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<p>Encoder–decoder architecture. (<b>a</b>) Traditional structure. (<b>b</b>) Attention mechanism-enhanced model structure.</p>
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<p>Flowchart of the developed model.</p>
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<p>Test results. (<b>a</b>) Prediction comparison graph. (<b>b</b>) Confusion matrix.</p>
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<p>Test results. (<b>a</b>) The ROC curve. (<b>b</b>) The convergence curve.</p>
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23 pages, 15160 KiB  
Article
Heritage Impact Assessment Index Within Urban Development Context: The Case of Masjed-e Jame of Isfahan in Iran
by Baharak Ashrafi, Michael Kloos and Christa Reicher
Heritage 2025, 8(1), 3; https://doi.org/10.3390/heritage8010003 - 24 Dec 2024
Viewed by 351
Abstract
Despite various opportunities, urban development projects have been causing significant challenges to the preservation and conservation of historic cultural heritage. In particular, an increasing number of World Heritage (WH) properties are impacted by the direct and indirect effects of development projects, reflecting the [...] Read more.
Despite various opportunities, urban development projects have been causing significant challenges to the preservation and conservation of historic cultural heritage. In particular, an increasing number of World Heritage (WH) properties are impacted by the direct and indirect effects of development projects, reflecting the existing uprising conflict. Grasping the challenge, Heritage Impact Assessment (HIA) has been developed as a proactive assessment tool to identify and predict potential impacts, mitigate the negative impacts on heritage values, and sustain the attributes conveying OUVs in WH assets. The growing demand for urban development and its potential impacts on cultural heritage properties underscores the necessity for the development of a targeted Heritage Impact Assessment methodology for urban development threats. To adequately address multiple impacts, this paper proposes a triangulation of a qualitative matrix for impact identification and a semi-quantitative indicator-based index for impact analysis and evaluation. The methodology is applied to the World Heritage property of Masjed-e Jame of Isfahan in Iran. In drawing upon this example, a systematic and integrated impact assessment procedure is developed to capture a broad category of potential impacts and their significance that is crucial for determining site-specific mitigation strategies and informed decision-making within the context of heritage management and sustainable urban development. Full article
(This article belongs to the Section Cultural Heritage)
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<p>The main steps of the HIA procedure including the four key phases with highlighting of the assessment methodology phase [<a href="#B13-heritage-08-00003" class="html-bibr">13</a>].</p>
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<p>The affected World Heritage Properties were analyzed in this study through SOC reports. This figure shows a total of 71 cultural World Heritage properties belonging to 46 state parties from 5 regions that were affected by factors of “building and development” and “transportation infrastructures” from 2011 to 2023. It also illustrates the number of requested HIAs by the World Heritage Committee as well as the number of conducted HIAs per region and total (Author B. Ashrafi). The five regions defined by UNESCO are AFR: Africa, LAC: Latin America and the Caribbean, ARB: Arab States, APA: Asia and the Pacific, and EUR: Europa and North America.</p>
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<p>(<b>a</b>) Overlapping map of case study and surrounding urban development projects (Author B. Ashrafi, 2024): the map shows the boundary of the Emam Ali Project (Yellow) based on a map from [<a href="#B42-heritage-08-00003" class="html-bibr">42</a>], the location of Metro Line 2 (Green line) [<a href="#B43-heritage-08-00003" class="html-bibr">43</a>], and the Masjed-e Jame (Orange) and its buffer zones (Blue), adopted from the Nomination Dossier [<a href="#B40-heritage-08-00003" class="html-bibr">40</a>]; (<b>b</b>): 3D model of the Masjed-e Jame [<a href="#B40-heritage-08-00003" class="html-bibr">40</a>]; (<b>c</b>): east and south Iwans of the Mosque courtyard (M. Ansari, 2024, taken for the authors), (<b>d</b>): Emam Ali square south view (Author B. Ashrafi, 2019).</p>
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<p>Overlapping maps of the case study area (visualized by author B. Ashrafi). (<b>a</b>) The area of the old square (Atigh Square) in 2010, based on a map from Google Earth Image, 2024, Maxar Technologies; (<b>b</b>) Emam Ali Square in 2024, based on a map from Google Earth Image, 2024, Airbus.</p>
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<p>(<b>a</b>) The networks of metro lines in Isfahan, with Emam Ali station in the red circle, and after it, Naghshe Jahan (Meidan Emam) station, based on a map from [<a href="#B50-heritage-08-00003" class="html-bibr">50</a>]; (<b>b</b>) the old and new routes of Metro Line Two surrounding the Meidan Emam World Heritage property [<a href="#B49-heritage-08-00003" class="html-bibr">49</a>].</p>
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<p>Significance of the impacts of the Metro Line 2 project on attributes of Masjed-e Jame of Isfahan (Author B. Ashrafi).</p>
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<p>(<b>a</b>) Overlapping map of the case study area and proposed route, station, and entrance of Metro Line 2 surrounding Masjed-e Jame of Isfahan (Author B. Ashrafi) based on a map from Google Earth image, 2024, Airbus; (<b>b</b>) existing bus and taxi station and proposed entrance for Emam Ali Station (R. Shamgani, 2024, taken for the author); (<b>c</b>) current workplace for Emam Ali metro station [<a href="#B52-heritage-08-00003" class="html-bibr">52</a>]; (<b>d</b>) current constructional work for Emam Ali station [<a href="#B52-heritage-08-00003" class="html-bibr">52</a>].</p>
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<p>(<b>a</b>) Significance of impacts of the Emam Ali project on attributes of Masjed-e Jame of Isfahan (Ashrafi, B. 2024); (<b>b</b>) view of Masjed-e Jame of Isfahan from Emam Ali square (large part of the square) (Ansari, M. 2024, taken for the author); (<b>c</b>) view of Masjed-e Jame of Isfahan from the frontage square (small part of square) (Ansari, M. 2024, taken for the author).</p>
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24 pages, 2162 KiB  
Article
Perspectives on Sustainable Construction in the Middle East: A Comparative Analysis of Industry and Academia
by Rana Elnaklah, Badr Saad Alotaibi, Shukri Elbellahy and Mohammed Awad Abuhussain
Sustainability 2025, 17(1), 4; https://doi.org/10.3390/su17010004 - 24 Dec 2024
Viewed by 477
Abstract
Existing research has primarily focused on investigating barriers in developed countries, emphasising economic, technical, and governmental factors which impede the diffusion of green building practices. However, developing regions, including the Middle East, often must be represented in green building research. Understanding these region-specific [...] Read more.
Existing research has primarily focused on investigating barriers in developed countries, emphasising economic, technical, and governmental factors which impede the diffusion of green building practices. However, developing regions, including the Middle East, often must be represented in green building research. Understanding these region-specific barriers is important for developing tailored solutions. In addition, existing identified green building barriers have primarily been obtained from the industry sector, while perspectives from other stakeholders, such as academia, have less attention. Hence, this study compares the perspectives of academic and industry professionals regarding the possible barriers which may impede the adoption of green buildings, with a particular focus on cultural, educational, and social factors. A mixed-method approach was employed, including a large-scale survey (n = 1112) with 54% of the participants being from the industrial sector and 46% being from the academic sector, as well as 17 semi-structured interviews to triangulate the data obtained from the survey. The study was conducted in Saudi Arabia as a representative case of the Middle East. Participants reported 23 barriers, which were themed into six groups: economic, technical, governmental, market demand, educational, and cultural barriers. Notably, seven of these barriers were reported for the first time in this study, including a lack of integrating green building concepts into university curricula, cultural preferences for traditional construction practices, resistance to change, prioritisation of economic factors over environmental and social considerations, a limited number of completed green building projects, delays in the permit and approval processes, and a lack of leadership and coordination. The statistical analysis revealed significant differences between the industry and academic perspectives (p < 0.05, d = 0.61) regarding the barriers to adopting green buildings, with academics over-reporting the educational, cultural, and technical barriers compared with the industry sector. Based on the identified barriers, five strategies were suggested which could help promote the widespread adoption and long-term sustainability of green buildings in the Middle East. Full article
(This article belongs to the Special Issue Advances in Green and Sustainable Construction Materials)
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<p>Demographic information of the participants in the survey (n = 1112).</p>
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<p>Comparison between the perspectives of industry professionals (n = 601) and academics (n = 511) in terms of drivers for adopting green buildings (total number of participants = 1112), N.B. Multiple choices were allowed per participant. The <span class="html-italic">x</span> axis does not add up to 100%.</p>
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<p>Participants’ votes regarding barriers to adopting certified green buildings (n = 1112), N.B. Multiple choices were allowed per participant. The <span class="html-italic">x</span> axis does not add to 100%.</p>
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<p>Comparison between academic and industry professionals regarding possible strategies to enhance green building adoption.</p>
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<p>Chart showing the strategies suggested by the participants to enhance the adoption of green buildings based on the identified barriers. Codes in red (from B1 to B6) represent barriers identified in <a href="#sustainability-17-00004-t005" class="html-table">Table 5</a>.</p>
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20 pages, 5415 KiB  
Article
High-Precision Main Shaft Displacement Measurement for Wind Turbines Using an Optimized Position-Sensitive Detector
by Weitong Zhang, Lingyun Wang, Guangxi Li, Huicheng Zheng and Chengwei Pang
Electronics 2024, 13(24), 5055; https://doi.org/10.3390/electronics13245055 - 23 Dec 2024
Viewed by 313
Abstract
The main shaft of a wind turbine is a critical component that ensures the normal operation of the turbine, and its axial displacement directly impacts its efficiency and safety. The inaccurate measurement of axial displacement may lead to severe issues such as shaft [...] Read more.
The main shaft of a wind turbine is a critical component that ensures the normal operation of the turbine, and its axial displacement directly impacts its efficiency and safety. The inaccurate measurement of axial displacement may lead to severe issues such as shaft fractures, causing turbine shutdowns. Correcting measurement errors related to axial displacement is essential to prevent potential accidents. This study proposes an improved error correction method for measuring the axial displacement of wind turbine main shafts. Using a position-sensitive detector (PSD) and laser triangulation, the axial and radial displacements of the main shaft are measured to address environmental interference and cost constraints. Additionally, a Sparrow Search Algorithm- Backpropagation (SSA-BP) model is constructed based on operational data from the wind turbine’s main shaft to correct the system’s nonlinear errors. The Sparrow Search Algorithm (SSA) is employed to optimize the weights and thresholds of the Backpropagation (BP) neural network, enhancing prediction accuracy and model stability. Initially, a main shaft displacement measurement system based on a precision displacement stage was developed, and system stability tests and displacement measurement experiments were conducted. The experimental results demonstrate that the system stability error is ±0.025 mm, which is lower than the typical error of 0.05 mm in contact measurement. After model correction, the maximum nonlinear errors of the axial and radial displacement measurements are 0.83% and 1.29%, respectively, both of which are lower than the typical measurement error of 2% in contact measurements. This indicates that the proposed model can reliably and effectively correct the measurement errors. However, further research is still necessary to address potential limitations, such as its applicability in extreme environments and the complexity of implementation. Full article
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<p>Internal structure of a wind turbine.</p>
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<p>Analysis of the forces acting on the main shaft of the wind turbine.</p>
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<p>Schematic of main shaft displacement measurement principle.</p>
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<p>Structure of the wind turbine main shaft displacement measurement system.</p>
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<p>Photodetector surface distribution diagram of PSD.</p>
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<p>BP neural network structure.</p>
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<p>SSA-BP neural network flowchart.</p>
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<p>Neural network iteration: (<b>a</b>) training results of neural network for axial displacement; (<b>b</b>) training results of neural network for radial displacement.</p>
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<p>Experimental platform structure.</p>
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<p>System stability test.</p>
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<p>Position measurement results: (<b>a</b>) position data comparison; (<b>b</b>) position error distribution.</p>
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<p>Comparison of position errors before and after correction: (<b>a</b>) axial displacement error; (<b>b</b>) radial displacement error.</p>
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<p>Comparison of errors before and after system calibration. (<b>a</b>) axial displacement error; (<b>b</b>) radial displacement error.</p>
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14 pages, 995 KiB  
Article
Developing the Desert: How Qatar Achieved Dairy Self-Sufficiency Through Baladna
by Hussein Al-Dobashi and Steven Wright
Sustainability 2024, 16(24), 11262; https://doi.org/10.3390/su162411262 - 22 Dec 2024
Viewed by 640
Abstract
This case study analyzes how Qatar rapidly achieved dairy self-sufficiency through public–private partnerships following the 2017–2021 blockade. Specifically, it examines the role of Baladna, Qatar’s leading dairy company, in scaling up its domestic production through alignment with government policies. A mixed-methods approach was [...] Read more.
This case study analyzes how Qatar rapidly achieved dairy self-sufficiency through public–private partnerships following the 2017–2021 blockade. Specifically, it examines the role of Baladna, Qatar’s leading dairy company, in scaling up its domestic production through alignment with government policies. A mixed-methods approach was employed, combining semi-structured interviews with key stakeholders from the Qatari government and Baladna and a review of Baladna’s internal documents and reports. Thematic content analysis was used to identify key themes, and data from Baladna’s reports were triangulated to validate the findings. Collaboration between Qatar’s government and Baladna ensured the self-sufficiency of domestic dairy demand, expanding operations with new products and exports, and strengthening supply chains. However, reliance on government support raises sustainability concerns, highlighting the need for efficiency and diversification. This partnership aligns with national policies, such as the Qatar National Food Security Strategy 2018–2023, and offers insights into how public–private collaborations can promote growth and supply security while balancing state support with market dynamics. This case study highlights how the blockade crisis catalyzed effective public–private collaboration, driving rapid growth in Qatar’s dairy sector to meet domestic demand. The lessons from Qatar’s developmental approach can provide insights for resource-rich countries struggling with food insecurity. Full article
(This article belongs to the Section Sustainable Food)
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<p>Summary of the impact of public–private synergy on food security in Qatar.</p>
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11 pages, 3042 KiB  
Article
A Case Study on EEG Signal Correlation Towards Potential Epileptic Foci Triangulation
by Theodor Doll, Thomas Stieglitz, Anna Sophie Heumann and Daniel K. Wójcik
Sensors 2024, 24(24), 8116; https://doi.org/10.3390/s24248116 - 19 Dec 2024
Viewed by 304
Abstract
The precise localization of epileptic foci with the help of EEG or iEEG signals is still a clinical challenge with current methodology, especially if the foci are not close to individual electrodes. On the research side, dipole reconstruction for focus localization is a [...] Read more.
The precise localization of epileptic foci with the help of EEG or iEEG signals is still a clinical challenge with current methodology, especially if the foci are not close to individual electrodes. On the research side, dipole reconstruction for focus localization is a topic of recent and current developments. Relatively low numbers of recording electrodes cause ill-posed and ill-conditioned problems in the inversion of lead-field matrices to calculate the focus location. Estimations instead of tissue conductivity measurements further deteriorate the precision of location tasks. In addition, time-resolved phase shifts are used to describe connectivity. We hypothesize that correlations over runtime approaches might be feasible to predict seizure foci with adequate precision. In a case study on EEG correlation in a healthy subject, we found repetitive periods of alternating high correlation in the short (20 ms) and long (300 ms) range. During these periods, a numerical determination of proportions of predominant latency and, newly established here, directionality is possible, which supports the identification of loops that, according to current opinion, manifest themselves in epileptic seizures. In the future, this latency and directionality analysis could support focus localization via dipole reconstruction using new triangulation calculations. Full article
(This article belongs to the Special Issue EEG Signal Processing Techniques and Applications—3rd Edition)
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<p>Surface (x,y-) triangulation scheme of an ictal source in the depth (z) of about 50 mm with electrodes of 10 mm pitch (spacing center to center). Neural propagation leads to different transit times of 0.7 ms, 0.8 ms, and 1.0 ms, respectively.</p>
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<p>Correlation coefficient r of channels Oz and PO3 within a 500 msec correlation interval. The x-axis denotes Oz time over 500 ms, against which PO3 was delayed by 10 ms up to 500 ms. For the shorter delays, a positive correlation is always found, which tends to zero around 100 ms and turns into partial anticorrelation for delays &lt;250 ms.</p>
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<p>Correlation difference of the pairing FC4-FT8 versus FT8-FC4.</p>
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<p>Directionalities of the EEG correlations depicted for the visual and auditory cortices. The percentage values denote the maximum differences [%] together with the latencies [ms] of those maxima. The informational flux is yielded in a correct way. So do the latencies, which are short for the more primary areas and become prolonged for the more associative spots. The auditory system shows prolonged maximum directionality latencies when compared to the visual system.</p>
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<p>Correlation analysis over several spots and longer times reveals phases of strong short correlations, which alternate with periods where the longer delays gain strength.</p>
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9 pages, 2206 KiB  
Article
Development of Model Representations of Materials with Ordered Distribution of Vacancies
by Ekaterina N. Muratova, Vyacheslav A. Moshnikov and Anton A. Zhilenkov
Crystals 2024, 14(12), 1095; https://doi.org/10.3390/cryst14121095 - 19 Dec 2024
Viewed by 303
Abstract
This paper presents an overview of research results on the physical and technological features of crystal formation with an ordered distribution of vacancies. It is noted that the composition and properties of complex chalcogenide phases are not always described by the traditional concepts [...] Read more.
This paper presents an overview of research results on the physical and technological features of crystal formation with an ordered distribution of vacancies. It is noted that the composition and properties of complex chalcogenide phases are not always described by the traditional concepts behind Kroeger’s theory. Model concepts are considered in which the carriers of properties in the crystalline state are not molecules, but an elementary crystalline element with a given arrangement of nodes with atoms and vacancies. It is established that the introduction of the term “quasi-element atom” of the zero group for a vacancy allows us to predict a number of compounds with an ordered distribution of vacancies. Examples of the analysis of peritectic multicomponent compounds and solid solutions based on them are given. Quasi-crystalline concepts are applicable to perovskite materials used in solar cells. It is shown that the photoluminescence of perovskite lead-cesium halides is determined by crystalline structural subunits i.e., the anionic octets. This is the reason for the improvement in the luminescent properties of colloidal quantum CsPbBr3 dots under radiation exposure conditions. Full article
(This article belongs to the Section Inorganic Crystalline Materials)
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<p>Triangulation of the ternary system Ag-In-S, (In<sub>2</sub>S-Ag<sub>2</sub>S<sub>3</sub> is the “four” line, In<sub>2</sub>S<sub>3</sub>-Ag<sub>2</sub>S is the “eight” line).</p>
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<p>Triangulation of the pseudo-triple system [V]-In-S, (In<sub>2</sub>S-[V]S<sub>2</sub> is the “four” line, In<sub>2</sub>S<sub>3</sub>-[V] is the “eight” line).</p>
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<p>Tetrahedration of the pseudo-quaternary system [V]-Ag-In-S. The arrow points to a known chemical compound that we have marked in <a href="#crystals-14-01095-f001" class="html-fig">Figure 1</a>.</p>
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<p>State diagram of the PbTe-Ga<sub>2</sub>Te<sub>3</sub> system.</p>
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<p>The main compounds of three-component systems of lead-cesium halides on the Gibbs triangle (underlined binary compounds do not exist for all halogens X from the series Cl, Br, I) and partial triangulation of the system using the example of CsPbCl<sub>3</sub>) [<a href="#B17-crystals-14-01095" class="html-bibr">17</a>].</p>
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<p>High-resolution transmission electron microscopy images of CsPbBr<sub>3</sub> nanocrystal [<a href="#B17-crystals-14-01095" class="html-bibr">17</a>]. (<b>a</b>) TEM images with 100 nm resolution; (<b>b</b>) TEM images with 5 nm resolution.</p>
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<p>Dynamics of changes in photoluminescence spectra during the anionic substitution of Br–I: triangles represent the time dependence of the energy corresponding to the maximum PL intensity, and dots represent the time dependence of the half-width of the PL line [<a href="#B17-crystals-14-01095" class="html-bibr">17</a>].</p>
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19 pages, 2885 KiB  
Article
Creative Writing: Story-Based Learning in Public and Private High School for Exploration of Written Text
by Nali Borrego Ramírez, Marcia L. Ruiz Cansino, Cipatli Anaya Campos, Daniel D. Borrego Gómez and Luis H. Garza Vázquez
Educ. Sci. 2024, 14(12), 1392; https://doi.org/10.3390/educsci14121392 - 19 Dec 2024
Viewed by 418
Abstract
Case study to investigate whether creative writing through story-based learning in public and private secondary schools can account for performance in readability, purpose, word/sentence relationships, vocabulary diversity, correct use of punctuation marks and proper use of spelling rules. The exclusion criteria, applied only [...] Read more.
Case study to investigate whether creative writing through story-based learning in public and private secondary schools can account for performance in readability, purpose, word/sentence relationships, vocabulary diversity, correct use of punctuation marks and proper use of spelling rules. The exclusion criteria, applied only to public and private secondary school students, first, second and third periods. The sampling is convenient as the participants were selected from accessible educational institutions. This is a cross-sectional study of descriptive qualitative cut in which the coding of linguistic patterns and dominant themes is used. When triangulated with statistical results it was found that despite the variability in the results there was a production of original narratives, which corroborates the theories about the relationship between creativity and divergent thinking. It is confirmed that ABH is an active methodology based on the emotional link with creative writing from which components of the structure and creation of the narrative are derived, and it was found that most of the students are in a zone of proximal development, i.e., they are ready to learn with the help of a tutor or more advanced partner. Full article
(This article belongs to the Special Issue Technology-Mediated Active Learning Methods)
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<p>Cloud of linguistic patterns and dominant themes F.SURVAL.</p>
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<p>Cloud of linguistic patterns and dominant themes M.SURVAL.</p>
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<p>Cloud of linguistic patterns and dominant themes F. Álvaro Obregón No. 1.</p>
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<p>Cloud of linguistic patterns and dominant themes M. Álvaro Obregón No. 1.</p>
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<p>Note: NE1—Expected first period; ND1—Developing first period; NR1—Level-Requires Support-first period. NE2—Level-Expected second period; ND2—Level-Developing second period-NR2—Level-Requires Support-second period; NE3—Level- Expected third period; ND3—Level-In Development-third period; NR3—Level-Requires Support-third period. FAO—Students of the Alvaro Obregón High School; FSUR—Students of the SURVAL Educational Center; MAO—Students of the Alvaro Obregón High School; MSUR—Students of the SURVAL Educational Center.</p>
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<p>Results of the Student’s <span class="html-italic">t</span>-test between the groups A. Obregón.</p>
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<p>Results Student’s <span class="html-italic">t</span>-test results between groups and SISAT levels, Alvaro Obregón secondary school.</p>
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<p>Results f Student’s <span class="html-italic">t</span> test between groups SURVAL.</p>
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<p>Distribution of number of students by group and level SURVAL.</p>
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26 pages, 13651 KiB  
Article
Dense In Situ Underwater 3D Reconstruction by Aggregation of Successive Partial Local Clouds
by Loïca Avanthey and Laurent Beaudoin
Remote Sens. 2024, 16(24), 4737; https://doi.org/10.3390/rs16244737 - 19 Dec 2024
Viewed by 429
Abstract
Assessing the completeness of an underwater 3D reconstruction on-site is crucial as it allows for rescheduling acquisitions, which capture missing data during a mission, avoiding additional costs of a subsequent mission. This assessment needs to rely on a dense point cloud since a [...] Read more.
Assessing the completeness of an underwater 3D reconstruction on-site is crucial as it allows for rescheduling acquisitions, which capture missing data during a mission, avoiding additional costs of a subsequent mission. This assessment needs to rely on a dense point cloud since a sparse cloud lacks detail and a triangulated model can hide gaps. The challenge is to generate a dense cloud with field-deployable tools. Traditional dense reconstruction methods can take several dozen hours on low-capacity systems like laptops or embedded units. To speed up this process, we propose building the dense cloud incrementally within an SfM framework while incorporating data redundancy management to eliminate recalculations and filtering already-processed data. The method evaluates overlap area limits and computes depths by propagating the matching around SeaPoints—the keypoints we design for identifying reliable areas regardless of the quality of the processed underwater images. This produces local partial dense clouds, which are aggregated into a common frame via the SfM pipeline to produce the global dense cloud. Compared to the production of complete dense local clouds, this approach reduces the computation time by about 70% while maintaining a comparable final density. The underlying prospect of this work is to enable real-time completeness estimation directly on board, allowing for the dynamic re-planning of the acquisition trajectory. Full article
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<p>Overview of the global dense point clouds constructed from images of the four datasets: the Mermaid Dataset (<b>top left</b>), the Lost Freediver Rock Dataset (<b>top right</b>), the Flying Fortress Dataset (<b>bottom left</b>), and the Landingship Wreck dataset (<b>bottom right</b>).</p>
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<p>Workflow diagram of a standard incremental SfM framework, with options for incremental dense cloud generation and flexible application of loop closure detection and bundle adjustment based on criteria such as sparsity or exhaustiveness.</p>
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<p>Diagram of the algorithm for generating a partial local dense point cloud from an image pair selected in the incremental flow to optimize spatial sampling and depth resolution. Its main steps include detecting reliable areas using SeaPoints, assessing the overlap rate and identifying the overlap area based on prior information, and performing dense matching by propagating matches in the vicinity of SeaPoints outside the overlap area to obtain a partial disparity map. The resulting dense points can then be reprojected into the 3D frame, as with sparse points within the SfM framework, to form a partial local dense cloud that is subsequently aligned with previous local clouds.</p>
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<p>Diagram of the SeaPoint detector algorithm. To begin, we construct a map containing the Harris measurements for each pixel. Next, non-maximum suppression (NMS) is applied on the map to retain only the local maxima within a specified radius. The threshold to select the SeaPoints among these values is then determined through an analysis of the cumulative histogram of the map, aiming to achieve a given range of points. If the currently analyzed histogram bin lacks sufficient granularity (too many values in one bin), the range of values is expanded, generating a new histogram, and the analysis is recursively continued until convergence is achieved. The target interval, which indicates the desired minimum and maximum number of points, must be sufficiently wide to ensure convergence. A target interval with a range of a few hundred points typically guarantees convergence across a wide range of image types. Usually we look for several thousand points on 10 MP images.</p>
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<p>Example of the histogram during the SeaPoint Detector process for the image of the Lost Freediver Rock dataset in <a href="#remotesensing-16-04737-f006" class="html-fig">Figure 6</a>. (<b>Left</b>) is the first histogram and (<b>center</b>), a zoom on this histogram. There are not enough points accumulated when arriving at bin 98 (2202 points) of the first histogram to be consistent with the minimum of the target interval (2500 points minimum), but we would exceed the maximum of the target interval (3000 points maximum) by taking bin 97 (3793 points). We, therefore, re-explode the contents of bin 97 into a new histogram by a recursive call (<b>right</b>). The algorithms finally converge on 2502 points at bin 186 of the second histogram. Here, the histograms were calculated on 256 bins.</p>
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<p>SeaPoint Detector examples with a target interval of [2500, 3000]. (<b>Top left</b>): 2502 SeaPoints found on an image of the Lost Freediver Rock dataset in two recursive rounds (threshold adjusted to 38,32% of the max value). (<b>Top right</b>): 2930 SeaPoints found on an image of the Flying Fortress dataset in one round (threshold adjusted to 90,20% of the max value). (<b>Bottom left</b>): 2500 SeaPoints found on an image of the Mermaid statue in two recursive rounds (threshold adjusted to 62.31% of the max value). (<b>Bottom right</b>): 2504 SeaPoints found on an image of the LandingShip Wreck dataset in one round (threshold adjusted to 47.45% of the max value).</p>
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<p>In green and yellow: visualization of the intrapair matchings used to form the seeds for densifying the matching through propagation and generating the partial local dense clouds (4). In blue: visualization of the interpair matching used to evaluate the overlap rate for selecting the next pair (1), to estimate the relative pose for registering the new local cloud (2), and to automatically exclude the overlap area from the 3D reconstruction of the new local cloud (3).</p>
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<p>Flowchart illustrating the local statistical filtering applied to SeaPoint directional vectors for distinguishing inliers from outliers: the consistency score of each vector is incremented for each neighboring vector with a similar norm and direction. Vectors with low consistency scores are classified as outliers and are removed, resulting in a refined, robust list of matched SeaPoints.</p>
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<p>Directional vector flow is a representation of the matching within a single view. A local statistical filtering process, based on neighborhood coherence, is applied: neighboring vectors exhibiting similar norms and directions contribute to the assessment of the studied vector. The greater the number of votes, the more coherent the vector is deemed. The most locally coherent vectors are kept as inliers. In this image, the resulting inliers are represented in blue, while those identified as outliers are marked in red. The latter have a different direction and/or norm from their neighbors (or not enough neighbors to ensure this).</p>
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<p>Identification of the overlapping area thanks to the establishment of an area of influence around the interpair SeaPoints. The blue circles indicate the influence areas around the interpair matches on a view V (<b>left</b>) and on its subsequent view V + 2 (<b>right</b>), delimitating the overlap area between the two views.</p>
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<p>Mask on V + 2 given the areas of influence (see <a href="#remotesensing-16-04737-f010" class="html-fig">Figure 10</a>) calculated between V and V + 2 using the interpair SeaPoints. The sum of all white pixels in the mask is used to estimate the overlap rate between V and V + 2 with regard to the total number of pixels in V + 2.</p>
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<p>Diagram of the algorithm used to densify the matching by propagation around the seeds. In the first iteration, we analyze the neighborhood of a list of seeds (the initial seeds are all SeaPoints). After having selected all the best possible matches, and if they are not too far from their initial seed (this distance can be approximated by the number of iterations, for example), they are added to a new list of seeds. This new list will be studied in a second iteration until there are no more seeds added to the next list (the points did not match or are all already matched with the best score or are too far from the initial SeaPoint).</p>
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<p>Partial reconstruction: on the (<b>left</b>), the disparity map of the first pair with the SeaPoints in blue, and on the (<b>right</b>), the disparity map obtained for a normal propagation of the second pair (red + green) as well as the partial disparity map (green only) taking into account the exclusion of the overlap area.</p>
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<p>Diagram of the algorithm that reconstructs a partial local cloud by propagating the matching around the seeds while automatically excluding the overlapping area (and areas without reliable information).</p>
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<p>Illustration of two types of occlusion: on the (<b>left</b>), intrapair occlusion areas for which local seeds (circled in red in the black areas) have not spread, on the (<b>right</b>) an interpair occlusion area (circled in red) for which there has an absence of SeaPoints matched during the interpair matching (no blue circles).</p>
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<p>Modified diagram of the algorithm that reconstructs a partial local cloud by propagating the matching around the seeds while automatically excluding the overlapping area to take into account occlusion problems (compared to <a href="#remotesensing-16-04737-f014" class="html-fig">Figure 14</a>, the changes are framed in red).</p>
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<p>On the (<b>left</b>), the disparity map obtained after a partial propagation excluding entirely the overlap area, and on the (<b>right</b>), the disparity map obtained after a partial propagation taking into account intrapair and interpair occlusions.</p>
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<p>From left to right: example results of intermatching ORB points, SIFT points, and SeaPoints, each using approximately 3000 keypoints in both images of the interpair (<b>top row</b>), along with their corresponding masks showing influence areas applied around the matches to segment the reliable regions of the overlap area (<b>bottom row</b>).</p>
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<p>At the (<b>top</b>), the two successive local clouds reconstructed classically (total reconstruction), in the (<b>center</b>), the two successive local clouds, the second of which is partially reconstructed by following our method. (<b>Below</b>), the fusion of the two classic local clouds on the (<b>left</b>) and the fusion of the two partial local clouds on the (<b>right</b>).</p>
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