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Geomatics, Volume 4, Issue 2 (June 2024) – 6 articles

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24 pages, 21653 KiB  
Review
The Concept of Lineaments in Geological Structural Analysis; Principles and Methods: A Review Based on Examples from Norway
by Roy H. Gabrielsen and Odleiv Olesen
Geomatics 2024, 4(2), 189-212; https://doi.org/10.3390/geomatics4020011 - 18 Jun 2024
Viewed by 1665
Abstract
Application of lineament analysis in structural geology gained renewed interest when remote sensing data and technology became available through dedicated Earth observation satellites like Landsat in 1972. Lineament data have since been widely used in general structural investigations and resource and geohazard studies. [...] Read more.
Application of lineament analysis in structural geology gained renewed interest when remote sensing data and technology became available through dedicated Earth observation satellites like Landsat in 1972. Lineament data have since been widely used in general structural investigations and resource and geohazard studies. The present contribution argues that lineament analysis remains a useful tool in structural geology research both at the regional and local scales. However, the traditional “lineament study” is only one of several methods. It is argued here that structural and lineament remote sensing studies can be separated into four distinct strategies or approaches. The general analyzing approach includes general structural analysis and identification of foliation patterns and composite structural units (mega-units). The general approach is routinely used by most geologists in preparation for field work, and it is argued that at least parts of this should be performed manually by staff who will participate in the field activity. We argue that this approach should be a cyclic process so that the lineament database is continuously revised by the integration of data acquired by field data and supplementary data sets, like geophysical geochronological data. To ensure that general geological (field) knowledge is not neglected, it is our experience that at least a part of this type of analysis should be performed manually. The statistical approach conforms with what most geologists would regard as “lineament analysis” and is based on statistical scrutiny of the available lineament data with the aim of identifying zones of an enhanced (or subdued) lineament density. It would commonly predict the general geometric characteristics and classification of individual lineaments or groups of lineaments. Due to efficiency, capacity, consistency of interpretation methods, interpretation and statistical handling, this interpretative approach may most conveniently be performed through the use of automatized methods, namely by applying algorithms for pattern recognition and machine learning. The focused and dynamic approaches focus on specified lineaments or faults and commonly include a full structural geological analysis and data acquired from field work. It is emphasized that geophysical (potential field) data should be utilized in lineament analysis wherever available in all approaches. Furthermore, great care should be taken in the construction of the database, which should be tailored for this kind of study. The database should have a 3D or even 4D capacity and be object-oriented and designed to absorb different (and even unforeseen) data types on all scales. It should also be designed to interface with shifting modeling tools and other databases. Studies of the Norwegian mainland have utilized most of these strategies in lineament studies on different scales. It is concluded that lineament studies have revealed fracture and fault systems and the geometric relations between them, which would have remained unknown without application of remote sensing data and lineament analysis. Full article
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Figure 1
<p>Main geological provinces of Scandinavia. Yellow frame shows focused central study area in south Norway, and positions of all examples described in the text are marked with red frames and yellow numbers: 1 = Seve-Köli Nappe Complex in Børgefjell, Nordland, 2 = Hardanger-Ryfylke Nappe Complex in Seljestad, 3 = Bømlo, Bergen Fault Zone, 4 = Lista-Drangedal Fault, 5 = Stuoragurra Fault, 6 = Lieråsen. Fault complexes and fault zones of particular interest to the present study are marked in yellow letters. Map modified from [<a href="#B8-geomatics-04-00011" class="html-bibr">8</a>].</p>
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<p>Lineament intensity zones in southern Norway. The coastlines of southern Norway are strongly influenced by the NE–SW-striking Møre-Trøndelag Fault Complex (MTFC), shown in dark yellow, and the Agder-Telemark Zone and N–S-striking Bergen Zone (yellow). Stars indicate position of key locality in the lineament intensity zones (see text for description). Faults in these lineament zones seem to have young (Mesozoic or younger) structural overprints. Young reactivation is less conspicuous for the bulk of the faults that define the Østfold Zone (blue). From [<a href="#B8-geomatics-04-00011" class="html-bibr">8</a>].</p>
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<p>Comparison between (<b>a</b>) foliation map of [<a href="#B48-geomatics-04-00011" class="html-bibr">48</a>] and (<b>b</b>) the tectonic map of Nordland in north Norway. For reference, dark green (also marked with the letter “e”) and light green indicate the positions of the Seve- and Köli nappe systems of the upper allochthon. Note the structural contrast between the foliation map (<b>a</b>) and lineament map (<b>c</b>). The lineament map shows examples from two selected parts (subareas) of the area shown in the foliation map (red box). (<b>d</b>) Rose diagrams show the dominant lineament trends in the subareas. Study area shown in <a href="#geomatics-04-00011-f001" class="html-fig">Figure 1</a> (red box 1). Note that the framed area here covers only a part of the study area shown in <a href="#geomatics-04-00011-f001" class="html-fig">Figure 1</a>.</p>
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<p>Identification of lithological units and nappe elements (master thrust zones and intra-nappe duplexes) of the Kvitenut and Revseggi nappe system of the Hardangarevidda-Ryfylke Nappe Complex and its interference with younger (post-Caledonian), linear brittle faults [<a href="#B50-geomatics-04-00011" class="html-bibr">50</a>] based on Landsat imagery. Note the contrasting foliation patterns affiliated with the nappe units. Both of these data sets were produced by remote sensing techniques alone and later controlled by field mapping. The greater position of the study area is shown in <a href="#geomatics-04-00011-f001" class="html-fig">Figure 1</a> (red box 2). Note that <a href="#geomatics-04-00011-f004" class="html-fig">Figure 4</a> is tilted and is detailed inside this box.</p>
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<p>Data from statistical lineament analysis for the west coast of southern Norway. (<b>a</b>) Visual spectral data. Area subject to detailed analysis (Bømlo) indicated by blue arrow. (<b>b1</b>,<b>b2</b>) Results from detailed lineament study in the Bømlo area interpreted on a scale of 1:25,000 [<a href="#B60-geomatics-04-00011" class="html-bibr">60</a>]. The color code in (<b>b2</b>) indicates lineament sectors separated by the azimuth. (<b>c</b>) Manual lineament interpretation of Bergen Zone (from [<a href="#B67-geomatics-04-00011" class="html-bibr">67</a>]) with (<b>d</b>) rose diagram showing the lineament orientation in the central part of the Bergen lineament zone [<a href="#B79-geomatics-04-00011" class="html-bibr">79</a>]. Note the contrast in lineament orientation between the interpretation performed at 1:25,000 (<b>b1</b>,<b>b2</b>) and 1:250,000 scales (<b>d</b>). (<b>e</b>) Contoured lineament density diagram for the Bergen Zone. Yellow-red colors indicate areas of high lineament density. Note that the scales for the regional maps (<b>a</b>–<b>c</b>) and the inset (<b>b1</b>) are not the same.</p>
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<p>(<b>a</b>) The ENE-WSW-striking Lista-Drangedal Fault (yellow arrows) in southern Norway, as represented in the visual spectrum (Google Pro). Seven segments of contrasting geometries and contrasting field characteristics can be identified. This fault is a dominant element in the Agder-Telemark Lineament Zone and parallels the Skien-Porsgrunn Shear Zine (<a href="#geomatics-04-00011-f001" class="html-fig">Figure 1</a>). (<b>b</b>,<b>c</b>) Segments 1 and 2 are particularly expressed as topo-lineaments. The expression of the Lista-Drangedal Fault as (<b>d</b>) digital topographic, (<b>e</b>) aeromagnetic and (<b>f</b>) gravimetric data. Note the position of a recent seismic event (red spot) in inset of (<b>d</b>). All elements in this figure were compiled and redrafted from [<a href="#B9-geomatics-04-00011" class="html-bibr">9</a>].</p>
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<p>(<b>a</b>) Simplified geological map of Finnmarksvidda with mapped postglacial faults (modified from [<a href="#B98-geomatics-04-00011" class="html-bibr">98</a>,<a href="#B110-geomatics-04-00011" class="html-bibr">110</a>]). The 90 km-long Stuoragurra Fault Complex (SFC) consists of two separate fault systems: the Máze Fault System to the south and the Iešjávri Fault System to the north. The SFC occurs within the 4–5 km-wide Mierojávri–Sværholt shear zone (MSSZ) located along the north-western boundary of the Jergul Gneiss Complex. The MSSZ is also characterized by magnetic anomalies produced by highly magnetic mafic intrusions (diabase, albite diabase and gabbro). Evidence of a total of 60 landslides was found within 20 km of the fault scarps. A total of approximately 80 earthquakes were registered along the SFC between 1991 and 2019. Most occurred to the southeast of the fault scarps and less than 10 km from the extrapolated Mierojávri–Sværholt shear zone at depth. The maximum moment magnitude was 4.0. (<b>b</b>) Aerial photograph (SE view) of the northernmost section of the Máze Fault System draped over digital topography (from <a href="http://www.norgeibilder.no" target="_blank">www.norgeibilder.no</a>). This fault segment at Stuoragurra is located approximately 10 km north-northeast of the Masi or Máze settlement and cuts across to the glacifluvial deposits, and it is highlighted by a red circle.</p>
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<p>(<b>a</b>) Interpretation map of Lier-Asker area with the 10.7 km-long Lieråsen railway tunnel. Previously mapped weakness zones [<a href="#B125-geomatics-04-00011" class="html-bibr">125</a>] are marked with purple polygons and lines, while predicted zones of deep weathering [<a href="#B43-geomatics-04-00011" class="html-bibr">43</a>] based on processed magnetic and topographic data are shown in cyan (probable) and yellow (possible). Violet and purple dots represent locations of wells from NGU’s national well database drilled before and after 1980, respectively. (<b>b</b>) Geological profile along the Lieråsen railway tunnel, adapted from [<a href="#B126-geomatics-04-00011" class="html-bibr">126</a>]. Predicted zones of deep weathering from coinciding magnetic and topographic lows are shown in cyan (probable) and yellow (possible). (<b>c</b>) Conceptual model for the present occurrence of deep weathering in Norway [<a href="#B123-geomatics-04-00011" class="html-bibr">123</a>]. (<b>d</b>–<b>f</b>) Examples of deep weathering types in Norway [<a href="#B123-geomatics-04-00011" class="html-bibr">123</a>].</p>
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<p>A GIS-based mesh should provide the framework for the structural database. The database should be designed to accumulate several datasets and have the capacity to include data types not foreseen today. The mesh should have the capacity to store data at different scales in targeted areas.</p>
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<p>Schematic relation between central 3D database and other available databases and affiliated interpretation tools. Modified from [<a href="#B129-geomatics-04-00011" class="html-bibr">129</a>].</p>
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<p>Procedure for structural analysis of remote sensing data which includes three stages. <b>Stage 1</b> (general stage) features an exhaustive structural analysis that targets the identification of tectonic mega-structures. It is suggested that this stage should be performed manually. <b>Stage 2</b> (statistical stage; computerized interpretation) would concentrate on the identification of lineament zones and populations. <b>Stage 3</b> (special analysis) should be performed manually and concentrate on specified lineaments believed to represent fracture corridors and faults.</p>
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16 pages, 15071 KiB  
Article
Feasibility of Using Green Laser for Underwater Infrastructure Monitoring: Case Studies in South Florida
by Rahul Dev Raju, Sudhagar Nagarajan, Madasamy Arockiasamy and Stephen Castillo
Geomatics 2024, 4(2), 173-188; https://doi.org/10.3390/geomatics4020010 - 17 May 2024
Cited by 1 | Viewed by 738
Abstract
Scour around bridges present a severe threat to the stability of railroad and highway bridges. Scour needs to be monitored to prevent the bridges from becoming damaged. This research studies the feasibility of using green laser for monitoring the scour around candidate railroad [...] Read more.
Scour around bridges present a severe threat to the stability of railroad and highway bridges. Scour needs to be monitored to prevent the bridges from becoming damaged. This research studies the feasibility of using green laser for monitoring the scour around candidate railroad and highway bridges. The laboratory experiments that provided the basis for using green laser for underwater mapping are also discussed. The results of the laboratory and field experiments demonstrate the feasibility of using green laser for underwater infrastructure monitoring with limitations on the turbidity of water that affects the penetrability of the laser. This method can be used for scour monitoring around offshore structures in shallow water as well as corrosion monitoring of bridges. Full article
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<p>Schematic diagram of refraction correction applied for underwater scanning [adapted from Smith et al., 2012] [<a href="#B2-geomatics-04-00010" class="html-bibr">2</a>,<a href="#B24-geomatics-04-00010" class="html-bibr">24</a>,<a href="#B31-geomatics-04-00010" class="html-bibr">31</a>].</p>
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<p>Schematic diagram of experimental set-up [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Experimental set-up in the pool [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Three-dimensional laser scan prior to refraction correction for turbidity 5.5 NTU [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>] (used with permission).</p>
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<p>Three-dimensional laser scan following the refraction correction for turbidity 5.5 NTU [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>] (used with permission).</p>
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<p>Location of all the bridges considered for the study.</p>
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<p>Pictorial view of the railroad bridge—Miami, Florida.</p>
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<p>Dimensions of the railroad bridge—Miami, Florida (approximate) [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Scan station 1 set up on the right bank of the canal near the railroad bridge.</p>
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<p>Scan station 2 set up on the left bank of the canal near the railroad bridge.</p>
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<p>Pictorial view of the highway bridge—Little Lake Worth bridge, Florida [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Dimensions of the highway bridge (approximate)—Little Lake Worth Bridge, Florida [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Snooper truck used for underwater scanning of highway bridge—Little Lake Worth Bridge, Florida.</p>
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<p>Leica scan station II set up in man basket of snooper truck used for underwater scanning of highway bridge—Little Lake Worth Bridge, Florida.</p>
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<p>Leica scan station II set up for underwater scanning of SX.928 highway bridge.</p>
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<p>Dimensions of the SX.928 highway bridge (approximate).</p>
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<p>Dimensions of the railroad bridge with targeted end pier in red circle—Miami, Florida [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Green laser point cloud data collected from station 1 [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Green laser point cloud data collected from station 2 [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Railroad bridge green laser point cloud data before refraction correction [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Railroad bridge green laser point cloud data from station 1 before (green) and after (white) refraction correction [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Railroad bridge green laser point cloud data from station 2 before and after (white) refraction correction [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Dimensions of the highway bridge with targeted end pier in red circle—Little Lake Worth, Florida [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Scan data of the end pier of the highway bridge, Little Lake Worth, Florida (display by hue intensity) [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Scan data of the end pier of the highway bridge, Little Lake Worth, Florida (display by intensity) [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>] (used with permission).</p>
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<p>Boat traffic under the highway bridge, Little Lake Worth, Florida.</p>
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<p>Point cloud data before (green) and after (white) refraction correction of the left end pier—Little Lake Worth, Florida [<a href="#B29-geomatics-04-00010" class="html-bibr">29</a>,<a href="#B30-geomatics-04-00010" class="html-bibr">30</a>] (used with permission).</p>
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<p>Dimensions of the SX.928 highway bridge with targeted scan areas in red circle.</p>
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<p>Point cloud data from the laser scan for SX.928 highway bridge.</p>
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24 pages, 9159 KiB  
Article
Unsupervised Image Segmentation Parameters Evaluation for Urban Land Use/Land Cover Applications
by Guy Blanchard Ikokou and Kate Miranda Malale
Geomatics 2024, 4(2), 149-172; https://doi.org/10.3390/geomatics4020009 - 12 May 2024
Viewed by 852
Abstract
Image segmentation plays an important role in object-based classification. An optimal image segmentation should result in objects being internally homogeneous and, at the same time, distinct from one another. Strategies that assess the quality of image segmentation through intra- and inter-segment homogeneity metrics [...] Read more.
Image segmentation plays an important role in object-based classification. An optimal image segmentation should result in objects being internally homogeneous and, at the same time, distinct from one another. Strategies that assess the quality of image segmentation through intra- and inter-segment homogeneity metrics cannot always predict possible under- and over-segmentations of the image. Although the segmentation scale parameter determines the size of the image segments, it cannot synchronously guarantee that the produced image segments are internally homogeneous and spatially distinct from their neighbors. The majority of image segmentation assessment methods largely rely on a spatial autocorrelation measure that makes the global objective function fluctuate irregularly, resulting in the image variance increasing drastically toward the end of the segmentation. This paper relied on a series of image segmentations to test a more stable image variance measure based on the standard deviation model as well as a more robust hybrid spatial autocorrelation measure based on the current Moran’s index and the spatial autocorrelation coefficient models. The results show that there is a positive and inversely proportional correlation between the inter-segment heterogeneity and the intra-segment homogeneity since the global heterogeneity measure increases with a decrease in the image variance measure. It was also found that medium-scale parameters produced better quality image segments when used with small color weights, while large-scale parameters produced good quality segments when used with large color factor weights. Moreover, with optimal segmentation parameters, the image autocorrelation measure stabilizes and follows a near horizontal fluctuation while the image variance drops to values very close to zero, preventing the heterogeneity function from fluctuating irregularly towards the end of the image segmentation process. Full article
(This article belongs to the Topic Urban Land Use and Spatial Analysis)
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<p>The segmentation heterogeneity graph portraying optimal segmentation scales (Source: [<a href="#B31-geomatics-04-00009" class="html-bibr">31</a>]).</p>
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<p>Fluctuations of image variance as functions of color factor weight per scale parameter. (<b>A</b>–<b>F</b>) show successful identifications of optimal image variances at color factor weights of 0.7 (<b>A</b>), 0.9 (<b>B</b>), 0.2 (<b>C</b>), 0.8 (<b>D</b>), 0.6 (<b>E</b>), and 0.8 (<b>F</b>).</p>
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<p>Spatial autocorrelation curves per segmentation scale parameter and color weight. (<b>A</b>–<b>F</b>) show successful identifications of optimal spatial autocorrelation measures at color factor weights of 0.8 (<b>A</b>), 0.4 (<b>B</b>), 0.3 (<b>C</b>), 0.8 (<b>D</b>), 0.6 (<b>E</b>), and 0.8 (<b>F</b>).</p>
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<p>Heterogeneity function measures revealing three optimal segmentation scale parameters.</p>
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<p>Overall assessment of the quality of the image segmentation process.</p>
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<p>Subsets of regular and large building segmentation results from the satellite imagery. (<b>A</b>) over-segmentation results at scale parameter 50, and (<b>B</b>) optimal segmentation results at scale parameter 70.</p>
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<p>Subsets of segmentation results of a large parking lot and some roads from the satellite imagery. (<b>A</b>) shows over- and under-segmentation results at scale parameter 90, and (<b>B</b>) optimal segmentation results at scale parameter 110.</p>
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<p>Segmentation of a large sports field from satellite imagery. (<b>A</b>) shows over-segmentation of the sports field at scale parameter 130 and (<b>B</b>) optimal segmentation of the sports field at scale parameter 150.</p>
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<p>Segmentation of a large swimming pool and its surroundings. In (<b>A</b>), the over-segmentation of the swimming pool structure at scale parameter 130 and (<b>B</b>) the optimal segmentation of the swimming pool structure at scale parameter 150.</p>
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<p>Subsets of image segmentation results performed with scale parameters of 40, 50, and 70 on the aerial photograph. Figure (<b>A</b>) shows the original scene; (<b>B</b>) shows the over-segmentation of building units at scale parameter 40; (<b>C</b>) shows the over- and under-segmentation of building units at scale parameter 50; and (<b>D</b>) shows the improved segmentation of building units at scale parameter 70.</p>
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<p>Subsets of segmentation results performed on the aerial photograph and showing urban roads segmented with scale parameters 90, 100, and 110. In (<b>A</b>), the figure shows the original scene; (<b>B</b>) and (<b>C</b>) show the over-segmentation of roads at scale parameters 90 and 100, respectively; and (<b>D</b>) shows an optimal segmentation of roads at scale parameter 110.</p>
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<p>Subsets of segmentation results performed on the aerial photograph and showing urban trees segmented with scale parameters of 120, 130, and 150. Figure (<b>A</b>) shows the original scene; (<b>B</b>) and (<b>C</b>) show over-segmentation results of urban vegetation at scale parameters 120 and 130, respectively; and (<b>D</b>) shows optimal segmentation of urban vegetation at scale parameter 150.</p>
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11 pages, 2019 KiB  
Article
Vector-Algebra Algorithms to Draw the Curve of Alignment, the Great Ellipse, the Normal Section, and the Loxodrome
by Thomas H. Meyer
Geomatics 2024, 4(2), 138-148; https://doi.org/10.3390/geomatics4020008 - 8 May 2024
Viewed by 1017
Abstract
This paper recasts four geodetic curves—the great ellipse, the normal section, the loxodrome, and the curve of alignment—into a parametric form of vector-algebra formula. These formulas allow these curves to be drawn using simple, efficient, and robust algorithms. The curve of alignment, which [...] Read more.
This paper recasts four geodetic curves—the great ellipse, the normal section, the loxodrome, and the curve of alignment—into a parametric form of vector-algebra formula. These formulas allow these curves to be drawn using simple, efficient, and robust algorithms. The curve of alignment, which seems to be quite obscure, ought not to be. Like the great ellipse and the loxodrome, and unlike the normal section, the curve of alignment from point A to point B (both on the same ellipsoid) is the same as the curve of alignment from point B to point A. The algorithm used to draw the curve of alignment is much simpler than any of the others and its shape is quite similar to that of the geodesic, which suggests it would be a practical surrogate when drawing these curves. Full article
(This article belongs to the Topic Geocomputation and Artificial Intelligence for Mapping)
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<p>The curve of alignment (orange) and the geodesic (blue) from (165° E, 40° S) and (0° E, 45° N) on the WGS 84 reference ellipsoid. The Equator appears in green and the Prime Meridian in orange.</p>
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<p>The construction of the (shorter limb of the) normal section from <b>A</b> to <b>B</b>.</p>
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<p>The two normal sections (black) and the geodesic (blue) between (0° E, 45° N) and (165° E, 40° S) on the WGS 84 reference ellipsoid. The Equator appears in green and the Prime Meridian in orange.</p>
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<p>Great ellipse (orange) and the geodesic (blue) between (0° E, 45° N) and (165° E, 40° S) on the WGS 84 reference ellipsoid. The Equator appears in green.</p>
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<p>The geodesic (blue) and loxodrome (black) from (0° E, 45° N) to (165° E, 40° S) on the WGS 84 reference ellipsoid. The Equator appears in green and the Prime Meridian in orange.</p>
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14 pages, 1185 KiB  
Article
Exploring Convolutional Neural Networks for the Thermal Image Classification of Volcanic Activity
by Giuseppe Nunnari and Sonia Calvari
Geomatics 2024, 4(2), 124-137; https://doi.org/10.3390/geomatics4020007 - 13 Apr 2024
Viewed by 803
Abstract
This paper addresses the classification of images depicting the eruptive activity of Mount Etna, captured by a network of ground-based thermal cameras. The proposed approach utilizes Convolutional Neural Networks (CNNs), focusing on pretrained models. Eight popular pretrained neural networks underwent systematic evaluation, revealing [...] Read more.
This paper addresses the classification of images depicting the eruptive activity of Mount Etna, captured by a network of ground-based thermal cameras. The proposed approach utilizes Convolutional Neural Networks (CNNs), focusing on pretrained models. Eight popular pretrained neural networks underwent systematic evaluation, revealing their effectiveness in addressing the classification problem. The experimental results demonstrated that, following a retraining phase with a limited dataset, specific networks such as VGG-16 and AlexNet, achieved an impressive total accuracy of approximately 90%. Notably, VGG-16 and AlexNet emerged as practical choices, exhibiting individual class accuracies exceeding 90%. The case study emphasized the pivotal role of transfer learning, as attempts to solve the classification problem without pretrained networks resulted in unsatisfactory outcomes. Full article
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<p>Typical images representing the six classes: (<b>a</b>) Class 1: No activity, (<b>b</b>) Class 2: Strombolian, (<b>c</b>) Class 3: Lava Fountain, (<b>d</b>) Class 4: Lava flow or cooling products, (<b>e</b>) Class 5: Degassing or light ash emission, (<b>f</b>) Class 6: Cloudy.</p>
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<p>Images depicting Lava Fountain activity at different times and under various meteorological conditions. In particular, the significant growth of the cinder cone (New South-East Crater) from (<b>a</b>) in 2012 to (<b>d</b>) in 2023 can be observed, as well as the possibility of eruptive vents located at different points of the cone.</p>
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<p>Degassing or ash emission activity at different times and meteorological conditions, released by one or more of Etna’s summit craters. (<b>a</b>,<b>b</b>) Gas emissions from Bocca Nuova crater (left of the image) and from the New South-East Crater (cone on the right), whereas (<b>c</b>) displays an ash plume from Voragine crater and (<b>d</b>) several pulses of hot and dense ash emissions from Bocca Nuova crater.</p>
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<p>Architecture of a typical Convolutional Neural Network.</p>
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<p>Comparison of Total Accuracy for selected networks.</p>
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<p>Class Accuracy for the selected networks.</p>
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<p>Confusion matrix for the VGG-16 classifier. The green and red boxes display the correctly and uncorrectly classified events, respectively.</p>
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<p>ROC curves for the VGG-16 classifier.</p>
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<p>Confusion matrix for the non-pretrained VGG-16 classifier. The green and red boxes display the correctly and uncorrectly classified events, respectively.</p>
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32 pages, 3977 KiB  
Review
Geospatial Technology for Sustainable Agricultural Water Management in India—A Systematic Review
by Suryakant Bajirao Tarate, N. R. Patel, Abhishek Danodia, Shweta Pokhariyal and Bikash Ranjan Parida
Geomatics 2024, 4(2), 91-123; https://doi.org/10.3390/geomatics4020006 - 22 Mar 2024
Cited by 4 | Viewed by 1929
Abstract
Effective management of water resources is crucial for sustainable development in any region. When considering computer-aided analysis for resource management, geospatial technology, i.e., the use of remote sensing (RS) combined with Geographic Information Systems (GIS) proves to be highly valuable. Geospatial technology is [...] Read more.
Effective management of water resources is crucial for sustainable development in any region. When considering computer-aided analysis for resource management, geospatial technology, i.e., the use of remote sensing (RS) combined with Geographic Information Systems (GIS) proves to be highly valuable. Geospatial technology is more cost-effective and requires less labor compared to ground-based surveys, making it highly suitable for a wide range of agricultural applications. Effectively utilizing the timely, accurate, and objective data provided by RS technologies presents a crucial challenge in the field of water resource management. Satellite-based RS measurements offer consistent information on agricultural and hydrological conditions across extensive land areas. In this study, we carried out a detailed analysis focused on addressing agricultural water management issues in India through the application of RS and GIS technologies. Adhering to the Preferred Reporting Items for Systematic Reviews and Meta-Analysis (PRISMA) guidelines, we systematically reviewed published research articles, providing a comprehensive and detailed analysis. This study aims to explore the use of RS and GIS technologies in crucial agricultural water management practices with the goal of enhancing their effectiveness and efficiency. This study primarily examines the current use of geospatial technology in Indian agricultural water management and sustainability. We revealed that considerable research has primarily used multispectral Landsat series data. Cutting-edge technologies like Sentinel, Unmanned Aerial Vehicles (UAVs), and hyperspectral technology have not been fully investigated for the assessment and monitoring of water resources. Integrating RS and GIS allows for consistent agricultural monitoring, offering valuable recommendations for effective management. Full article
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<p>Flowchart of methodology adopted for selection of articles for review considering PRISMA guidelines.</p>
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<p>Number of publications with keywords “Geospatial technology”, “Agricultural water management” and “India” from the year 2010 to 2022 as per Google Scholar search results. The red dots are the data points over the years.</p>
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<p>Selected geospatial technology-based articles related to agricultural water management conducted in different parts of India.</p>
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<p>Bar chart representing the percentage of recently published selected articles considered for review (* as of September 2023).</p>
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<p>Satellite data/products used in selected articles for agricultural water management in different parts of India.</p>
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<p>Percentage of studies selected to address different areas of agricultural water management in India.</p>
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<p>Percentage of single- and multi-year studies considered in this review.</p>
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<p>The bar chart represents different indices used in the selected articles for addressing different areas of water management in India while the pie chart illustrates the percentage of selected articles across various remote sensing categories.</p>
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<p>Technological advancements for progress and futuristic agricultural water management.</p>
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