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Keywords = GPS discrepancy clouds

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14 pages, 9313 KiB  
Article
Remote Detection of Geothermal Alteration Using Airborne Light Detection and Ranging Return Intensity
by Yan Restu Freski, Christoph Hecker, Mark van der Meijde and Agung Setianto
Remote Sens. 2024, 16(9), 1646; https://doi.org/10.3390/rs16091646 - 5 May 2024
Viewed by 1673
Abstract
The remote detection of hydrothermally altered grounds in geothermal exploration demands datasets capable of reliably detecting key outcrops with fine spatial resolution. While optical thermal or radar-based datasets have resolution limitations, airborne LiDAR offers point-based detection through its LiDAR return intensity (LRI) values, [...] Read more.
The remote detection of hydrothermally altered grounds in geothermal exploration demands datasets capable of reliably detecting key outcrops with fine spatial resolution. While optical thermal or radar-based datasets have resolution limitations, airborne LiDAR offers point-based detection through its LiDAR return intensity (LRI) values, serving as a proxy for surface reflectivity. Despite this potential, few studies have explored LRI value variations in the context of hydrothermal alteration and their utility in distinguishing altered from unaltered rocks. Although the link between alteration degree and LRI values has been established under laboratory conditions, this relationship has yet to be demonstrated in airborne data. This study investigates the applicability of laboratory results to airborne LRI data for alteration detection. Utilising LRI data from an airborne LiDAR point cloud (wavelength 1064 nm, density 12 points per square metre) acquired over a prospective geothermal area in Bajawa, Indonesia, where rock sampling for a related laboratory study took place, we compare the airborne LRI values within each ground sampling area of a 3 m radius (due to hand-held GPS uncertainty) with laboratory LRI values of corresponding rock samples. Our findings reveal distinguishable differences between strongly altered and unaltered samples, with LRI discrepancies of approximately ~28 for airborne data and ~12 for laboratory data. Furthermore, the relative trends of airborne and laboratory-based LRI data concerning alteration degree exhibit striking similarity. These consistent results for alteration degree in laboratory and airborne data mark a significant step towards LRI-based alteration mapping from airborne platforms. Full article
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<p>The study area is located in the Bajawa area, central Flores Island, Indonesia, and a part of the volcanic arc of the Lesser Sunda (<b>a</b>,<b>b</b>), surrounded by active volcanoes (Mt. Inierie, Mt. Inielika, and Mt. Ebulobo in b) and monogenetic volcanoes (shaded with orange colour, (<b>c</b>)). The expressions of the volcanic activity on the surface indicate the presence of geothermal systems beneath the Bajawa City and Mataloko production well (<b>c</b>). The airborne datasets were obtained from Wawomuda and Manulalu (shaded with red in (<b>c</b>)) and covered the sampling locations (red dots with sample names in (<b>c</b>)). The hill-shaded topographic map on the background (including the modified inset map) is available from ESRI.</p>
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<p>Field alteration map and photographs showing the outcrops and the sampling location in Wawomuda (<b>a</b>,<b>c</b>) and Manulalu (<b>b</b>,<b>d</b>). In Wawomuda, the samples were collected at the foot of the crater wall (<b>a</b>,<b>c</b>). The outcrop of strongly altered rocks (i.e., the source of SA_PC, SA_PP, and SA_PF) builds up the lower section of the Wawomuda Crater wall with weakly altered rocks above it (i.e., the source of WA_PF) with no solid boundary (red dashed line). The sampling location of WA_PP is behind the observer (<b>c</b>). In Manulalu, the outcrop is composed of a breccia of unaltered volcanic rock (i.e., the source of UA_PA; see the breccia fragments pointed by red arrows in (<b>d</b>)). The hill-shaded topographic map on the background is generated from the LiDAR dataset.</p>
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<p>The comparison of LRI trends from the laboratory ((<b>a</b>), from [<a href="#B27-remotesensing-16-01646" class="html-bibr">27</a>]) and the airborne dataset (<b>b</b>). The increasing trends similarly show that higher LRI values result from higher alteration degrees (<b>a</b>,<b>b</b>). The standard deviations of the LRI values from the airborne data are larger than those derived from samples in the laboratory (<b>c</b>).</p>
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<p>The linear relationship between airborne and laboratory LRI mean (the colour refers to <a href="#remotesensing-16-01646-f003" class="html-fig">Figure 3</a>). The regression line with an R<sup>2</sup> of 0.92 means that both airborne and laboratory data share a strong linear relationship. LRI values increase in both datasets with alteration degree (with the exception of one sample of weakly altered rocks plotting between the strongly altered samples). Note that both LRI datasets have been normalised at the comparable range.</p>
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<p>Sampling areas with filtered and coloured airborne LRI points (<b>a</b>,<b>c</b>,<b>e</b>) and corresponding alteration degree from field work (<b>b</b>,<b>d</b>,<b>f</b>), respectively. Note that points with low LRI are found along gullies (see all arrows in (<b>c</b>,<b>d</b>)). For clarity in orientation with the outcrop photograph (<a href="#remotesensing-16-01646-f002" class="html-fig">Figure 2</a>a), the ridge next to the sampling locations is indicated with an orange dashed line (<b>f</b>). The hill-shaded topographic map with contour lines in metres in the background is generated from the LiDAR point cloud.</p>
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19 pages, 8596 KiB  
Article
The Movement of GPS Positioning Discrepancy Clouds at a Mid-Latitude Region in March 2015
by Janis Balodis, Madara Normand and Ansis Zarins
Remote Sens. 2023, 15(8), 2032; https://doi.org/10.3390/rs15082032 - 12 Apr 2023
Cited by 3 | Viewed by 1848
Abstract
The geomagnetic storm on 17 March 2015 had a strong impact on the global navigation satellite systems (GNSS) positioning results in many GNSS Continuously Operating Reference Stations (CORS) in Europe. The analysis of global positioning system (GPS) observations in Latvian CORS stations discovered [...] Read more.
The geomagnetic storm on 17 March 2015 had a strong impact on the global navigation satellite systems (GNSS) positioning results in many GNSS Continuously Operating Reference Stations (CORS) in Europe. The analysis of global positioning system (GPS) observations in Latvian CORS stations discovered a strong impact of this space weather event over the whole country. The impact appeared as a moving cloud of positioning discrepancies across the country. However, the analysis of the days before 17 March revealed other smaller duration ionospheric scintillation events. The objective was to analyze the GPS positioning discrepancy cloud movement, total electron content (TEC), and rate of change of the TEC index (ROTI) relationships, as well as discrepancy statistics. The area of analysis on 16–18 March was increased by including the EGNOS ground-based Ranging and Integrity Monitoring Stations (RIMS): GVLA and GVLB, LAPA and LAPB, and WRSA and WRSB. The conclusion of the study is that each “shot” after 90 s gives a completely new cloud with a new impacted station subset, its configuration, and completely irregular discrepancy values. Full article
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<p>A schematic map of the Latvian CORS networks.</p>
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<p>Plot of subsets of Formula (9).</p>
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<p>Time of maximum intensity (count of disturbed sites) of regular disturbances. Average change of maximum time was 4 min 8 s per day.</p>
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<p>The time series of 30 sites involved at sequential time moments (with 1.5 min steps) on the latitude–longitude coordinate plane.</p>
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<p>Dependency of number of disturbed sites on time (UT) for 5, 6, and 17 March.</p>
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<p>Count of faulty solutions of each station in subsets <math display="inline"><semantics> <mrow> <msub> <mi>p</mi> <mi>i</mi> </msub> </mrow> </semantics></math> <math display="inline"><semantics> <mrow> <mo>∈</mo> <mi>B</mi> <mo> </mo> </mrow> </semantics></math> for 17 March (STORM) and in subsets <math display="inline"><semantics> <mrow> <msub> <mi>p</mi> <mi>i</mi> </msub> </mrow> </semantics></math> <math display="inline"><semantics> <mrow> <mo>∈</mo> <mi>B</mi> </mrow> </semantics></math> on other days in March 2015 (OTHER).</p>
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<p>Mean discrepancies for ‘calm’ days (MEAN C) and for storm day, 17 March (MEAN S).</p>
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<p>Standard deviation for ‘calm’ days (STD C) and for storm day on 17 March (STD S).</p>
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<p>Pearson’s correlation coefficients in relation to discrepancies and ROTI for all 36 peak subsets.</p>
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<p>Pearson’s correlation coefficients in relation to the peak discrepancies on 1 March and the peaks on other days.</p>
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<p>The percentage of coincidence of subsets in the intersection of the peak cloud on March 1, with peak clouds on other days (subsets ∊ P) in March (in blue), and a summary of the intersection of all five-cloud subsets on 1 March, with five-cloud subsets on other days (subsets sets ∊ P′) (in red).</p>
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<p>Count of common stations inside the five-cloud subsets intersection in each group (<math display="inline"><semantics> <mrow> <msup> <mi>P</mi> <mo>′</mo> </msup> </mrow> </semantics></math>).</p>
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<p>Center coordinate variations for 36 peak clouds in March 2015 (on the left side <math display="inline"><semantics> <mi>P</mi> </semantics></math>, see <a href="#app1-remotesensing-15-02032" class="html-app">Supplementary Files, Figure S5</a>) and 149 clouds during the geomagnetic storm on 17 March (on the right side <math display="inline"><semantics> <mi>B</mi> </semantics></math>, see <a href="#app1-remotesensing-15-02032" class="html-app">Supplementary Files, Figure S6</a>), where the last peak batch of 17 March is not included.</p>
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<p>Latvian CORS stations and their respective loss-of-lock start times and durations in minutes (B).</p>
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<p>All faulty events and a count of faulty solutions on 16–18 March 2015, in the set of RIMS station solutions GVLA and GVLB, LAPA and LAPB, and WRSA and WRSB.</p>
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<p>RIMS stations and their respective loss-of-lock start times and durations in minutes.</p>
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<p>Typical plot of 90 s sequential discrepancies of RIMS station, GVLB N (blue), E (orange), Up (red). No. of sequential 90 s events on the x-axes. Event No. 64 in <a href="#app1-remotesensing-15-02032" class="html-app">Tables S13 and S14</a>, correspondingly. No. of sequential recurrence of loss of lock on x-axes.</p>
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17 pages, 3912 KiB  
Article
Comparing the Spatial Accuracy of Digital Surface Models from Four Unoccupied Aerial Systems: Photogrammetry Versus LiDAR
by Stephanie R. Rogers, Ian Manning and William Livingstone
Remote Sens. 2020, 12(17), 2806; https://doi.org/10.3390/rs12172806 - 29 Aug 2020
Cited by 49 | Viewed by 7512
Abstract
The technological growth and accessibility of Unoccupied Aerial Systems (UAS) have revolutionized the way geographic data are collected. Digital Surface Models (DSMs) are an integral component of geospatial analyses and are now easily produced at a high resolution from UAS images and photogrammetric [...] Read more.
The technological growth and accessibility of Unoccupied Aerial Systems (UAS) have revolutionized the way geographic data are collected. Digital Surface Models (DSMs) are an integral component of geospatial analyses and are now easily produced at a high resolution from UAS images and photogrammetric software. Systematic testing is required to understand the strengths and weaknesses of DSMs produced from various UAS. Thus, in this study, we used photogrammetry to create DSMs using four UAS (DJI Inspire 1, DJI Phantom 4 Pro, DJI Mavic Pro, and DJI Matrice 210) to test the overall accuracy of DSM outputs across a mixed land cover study area. The accuracy and spatial variability of these DSMs were determined by comparing them to (1) 12 high-precision GPS targets (checkpoints) in the field, and (2) a DSM created from Light Detection and Ranging (LiDAR) (Velodyne VLP-16 Puck Lite) on a fifth UAS, a DJI Matrice 600 Pro. Data were collected on July 20, 2018 over a site with mixed land cover near Middleton, NS, Canada. The study site comprised an area of eight hectares (~20 acres) with land cover types including forest, vines, dirt road, bare soil, long grass, and mowed grass. The LiDAR point cloud was used to create a 0.10 m DSM which had an overall Root Mean Square Error (RMSE) accuracy of ±0.04 m compared to 12 checkpoints spread throughout the study area. UAS were flown three times each and DSMs were created with the use of Ground Control Points (GCPs), also at 0.10 m resolution. The overall RMSE values of UAS DSMs ranged from ±0.03 to ±0.06 m compared to 12 checkpoints. Next, DSMs of Difference (DoDs) compared UAS DSMs to the LiDAR DSM, with results ranging from ±1.97 m to ±2.09 m overall. Upon further investigation over respective land covers, high discrepancies occurred over vegetated terrain and in areas outside the extent of GCPs. This indicated LiDAR’s superiority in mapping complex vegetation surfaces and stressed the importance of a complete GCP network spanning the entirety of the study area. While UAS DSMs and LiDAR DSM were of comparable high quality when evaluated based on checkpoints, further examination of the DoDs exposed critical discrepancies across the study site, namely in vegetated areas. Each of the four test UAS performed consistently well, with P4P as the clear front runner in overall ranking. Full article
(This article belongs to the Special Issue She Maps)
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Figure 1
<p>Visualization of Digital Elevation Models (DEMs), depicted as Digital Surface Models (DSMs)—green dashed line; and Digital Terrain Models (DTMs)—blue dashed line. Adapted from Arbeck [<a href="#B15-remotesensing-12-02806" class="html-bibr">15</a>].</p>
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<p>Aerial map (<b>a</b>) of study area near Middleton, Nova Scotia, Canada, (<b>b</b>) with distribution of 21 targets: 12 checkpoints as purple circles and nine Ground Control Points (GCPs) as black squares. Flights were flown in a grid pattern (<b>c</b>) from 70 m elevation.</p>
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<p>Image of DJI Matrice 600 Pro with Velodyne Puck mounted and pointed at nadir.</p>
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<p>DSM of Difference (DoD) between the Inspire 1 (INS) (flight 1) and the LiDAR DSM. The dashed line represents the mean error of −0.66 m.</p>
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<p>DSM of Difference (DoD) between the Matrice 210 (MAT) (flight 1) and the LiDAR DSM. The dashed line represents the mean error of −0.80 m.</p>
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<p>DSM of Difference (DoD) between the Mavic Pro (MAV) (flight 1) and the LiDAR DSM. The dashed line represents the mean error of −0.64 m.</p>
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<p>DSM of Difference (DoD) between the Phantom 4 Pro (P4P) (flight 3) and the LiDAR DSM. The dashed line represents the mean error of −0.79 m.</p>
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