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Keywords = close-range topographic mapping

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20 pages, 4301 KiB  
Article
Fifth-Generation (5G) Communication in Urban Environments: A Comprehensive Unmanned Aerial Vehicle Channel Model for Low-Altitude Operations in Indian Cities
by Ankita K. Patel and Radhika D. Joshi
Telecom 2025, 6(1), 9; https://doi.org/10.3390/telecom6010009 - 4 Feb 2025
Viewed by 702
Abstract
Unmanned aerial vehicles (UAVs) significantly shape the evolution of 5G and 6G technologies in India, particularly in reconfiguring communication networks. Through their deployment as base stations or relays, these aerial vehicles substantially enhance communication performance and extend network coverage in areas characterized by [...] Read more.
Unmanned aerial vehicles (UAVs) significantly shape the evolution of 5G and 6G technologies in India, particularly in reconfiguring communication networks. Through their deployment as base stations or relays, these aerial vehicles substantially enhance communication performance and extend network coverage in areas characterized by high demand and challenging topographies. Accurate modelling of the UAV-to-ground channel is imperative for gaining valuable insights into UAV-assisted communication systems, particularly within India’s rapidly expanding metropolitan cities and their diverse topographical complexities. This study proposes an approach to model low-altitude channels in urban areas, offering specific scenarios and tailored solutions to facilitate radio frequency (RF) planning for Indian metropolitan cities. The proposed model leverages the International Telecommunication Union recommendation (ITU-R) for city mapping and utilizes frequency ranges from 1.8 to 6 GHz and altitudes up to 500 m to comprehensively model both line-of-sight (LoS) and non-line-of-sight (NLoS) communications. It employs the uniform theory of diffraction to calculate the additional path loss for non-line-of-sight (NLoS) communication for both vertical and horizontal polarizations. The normal distribution for additional shadowing loss is discerned from simulation results. This study outlined the approach to derive a comprehensive statistical channel model based on the elevation angle and evaluate model parameters at various frequencies and altitudes for both vertical and horizontal polarization. The model was subsequently compared with existing models for validation, showing close alignment. The ease of implementation and practical application of this proposed model render it an invaluable tool for planning and simulating mobile networks in urban areas, thus facilitating the seamless integration of advanced communication technologies in India. Full article
(This article belongs to the Special Issue Advances in Wireless Communication: Applications and Developments)
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<p>Selected layout for city areas.</p>
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<p>Geometry of LoS and NLoS scenario.</p>
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<p>Geometry of wedge diffraction.</p>
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<p>(<b>a</b>–<b>d</b>) Normalized histogram of shadowing loss at 2.1 GHz for elevation angle 70°.</p>
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<p>CDF of shadowing loss for horizontal and vertical polarization at 2.1 GHz for dense urban environment.</p>
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<p>(<b>a</b>–<b>d</b>) mean of normal distribution for horizontal and vertical polarization at 1.8 GHz, 2.1 GHz, and 5.8 GHz for different environments for a range of elevation angles.</p>
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<p>(<b>a</b>–<b>d</b>) Standard deviation of normal distribution for horizontal and vertical polarization at 1.8 GHz, 2.1 GHz, and 5.8 GHz for different environments for a range of elevation angles.</p>
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<p>Proposed model path loss for (<b>a</b>) different environments at frequency 5.8 GHz and altitude 200 m and (<b>b</b>) dense urban environments at different frequencies and polarization at altitude 200 m.</p>
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<p>(<b>a</b>,<b>b</b>) Proposed model path loss for dense urban environment at UAV altitude 100–500 m at frequency 5.8 GHz for vertical and horizontal polarization, respectively.</p>
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<p>Proposed model vs other models.</p>
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17 pages, 2993 KiB  
Article
Digital Mapping of Soil Organic Carbon Using Machine Learning Algorithms in the Upper Brahmaputra Valley of Northeastern India
by Amit Kumar, Pravash Chandra Moharana, Roomesh Kumar Jena, Sandeep Kumar Malyan, Gulshan Kumar Sharma, Ram Kishor Fagodiya, Aftab Ahmad Shabnam, Dharmendra Kumar Jigyasu, Kasthala Mary Vijaya Kumari and Subramanian Gandhi Doss
Land 2023, 12(10), 1841; https://doi.org/10.3390/land12101841 - 27 Sep 2023
Cited by 7 | Viewed by 2219
Abstract
Soil Organic Carbon (SOC) is a crucial indicator of ecosystem health and soil quality. Machine learning (ML) models that predict soil quality based on environmental parameters are becoming more prevalent. However, studies have yet to examine how well each ML technique performs when [...] Read more.
Soil Organic Carbon (SOC) is a crucial indicator of ecosystem health and soil quality. Machine learning (ML) models that predict soil quality based on environmental parameters are becoming more prevalent. However, studies have yet to examine how well each ML technique performs when predicting and mapping SOC, particularly at high spatial resolutions. Model predictors include topographic variables generated from SRTM DEM; vegetation and soil indices derived from Landsat satellite images predict SOC for the Lakhimpur district of the upper Brahmaputra Valley of Assam, India. Four ML models, Random Forest (RF), Cubist, Extreme Gradient Boosting (XGBoost), and Support Vector Machine (SVM), were utilized to predict SOC for the top layer of soil (0–15 cm) at a 30 m resolution. The results showed that the descriptive statistics of the calibration and validation sets were close enough to the total set data and calibration dataset, representing the complete samples. The measured SOC content varied from 0.10 to 1.85%. The RF model’s performance was optimal in the calibration and validation sets (R2c = 0.966, RMSEc = 0.159%, R2v = 0.418, RMSEv = 0.377%). The SVM model, on the other hand, had the next-lowest accuracy, explaining 47% of the variation (R2c = 0.471, RMSEc = 0.293, R2v = 0.081, RMSEv = 0.452), while the Cubist model fared the poorest in both the calibration and validation sets. The most-critical variable in the RF model for predicting SOC was elevation, followed by MAT and MRVBF. The essential variables for the Cubist model were slope, TRI, MAT, and Band4. AP and LS were the most-essential factors in the XGBoost and SVM models. The predicted OC ranged from 0.44 to 1.35%, 0.031 to 1.61%, 0.035 to 1.71%, and 0.47 to 1.36% in the RF, Cubist, XGBoost, and SVM models, respectively. Compared with different ML models, RF was optimal (high accuracy and low uncertainty) for predicting SOC in the investigated region. According to the present modeling results, SOC may be determined simply and accurately. In general, the high-resolution maps might be helpful for decision-makers, stakeholders, and applicants in sericultural management practices towards precision sericulture. Full article
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<p>Spatial distribution of soil sampling points in the study area of the Upper Brahmaputra Valley in northeast India.</p>
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<p>Soil Organic Carbon (SOC) content distribution in the calibration and validation dataset is represented by the histogram, density plot, and rug plot. Vertical dashed lines represent the mean values.</p>
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<p>Correlation analysis between covariates and SOC in the study area of Upper Brahmaputra Valley in northeast India. Abbreviations for the variables are listed in <a href="#land-12-01841-t001" class="html-table">Table 1</a>. ** Correlation is significant at the 0.01 level. * Correlation is significant at the 0.05 level.</p>
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<p>Predicted vs. observed parameters of soil organic carbon by various models in the study area of Upper Brahmaputra Valley in the northeast state of India.</p>
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<p>Importance variables in predicting soil organic carbon by various models in the study area of Upper Brahmaputra Valley in northeast India.</p>
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<p>Distribution of soil organic carbon predicted by various model in the study area of Upper Brahmaputra Valley in northeast India.</p>
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<p>Distribution of lower and upper limits of 90% prediction interval of soil organic carbon predicted by the best model (RF) in the study area of Upper Brahmaputra Valley in northeast India.</p>
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<p>Based on the validation of the RF model for soil organic carbon between the Prediction Interval Coverage Probability (PICP) and confidence level (CI).</p>
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19 pages, 9665 KiB  
Article
Deep Learning for Live Cell Shape Detection and Automated AFM Navigation
by Jaydeep Rade, Juntao Zhang, Soumik Sarkar, Adarsh Krishnamurthy, Juan Ren and Anwesha Sarkar
Bioengineering 2022, 9(10), 522; https://doi.org/10.3390/bioengineering9100522 - 5 Oct 2022
Cited by 18 | Viewed by 3305
Abstract
Atomic force microscopy (AFM) provides a platform for high-resolution topographical imaging and the mechanical characterization of a wide range of samples, including live cells, proteins, and other biomolecules. AFM is also instrumental for measuring interaction forces and binding kinetics for protein–protein or receptor–ligand [...] Read more.
Atomic force microscopy (AFM) provides a platform for high-resolution topographical imaging and the mechanical characterization of a wide range of samples, including live cells, proteins, and other biomolecules. AFM is also instrumental for measuring interaction forces and binding kinetics for protein–protein or receptor–ligand interactions on live cells at a single-molecule level. However, performing force measurements and high-resolution imaging with AFM and data analytics are time-consuming and require special skill sets and continuous human supervision. Recently, researchers have explored the applications of artificial intelligence (AI) and deep learning (DL) in the bioimaging field. However, the applications of AI to AFM operations for live-cell characterization are little-known. In this work, we implemented a DL framework to perform automatic sample selection based on the cell shape for AFM probe navigation during AFM biomechanical mapping. We also established a closed-loop scanner trajectory control for measuring multiple cell samples at high speed for automated navigation. With this, we achieved a 60× speed-up in AFM navigation and reduced the time involved in searching for the particular cell shape in a large sample. Our innovation directly applies to many bio-AFM applications with AI-guided intelligent automation through image data analysis together with smart navigation. Full article
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<p>Overview of the cell shape detection pipeline. It involves data collection and augmentation and training the deep learning framework.</p>
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<p>Architecture of Darknet-53, the backbone feature extractor consisting of 53 convolutional layers. Residual block composition is shown in the dark gray box. In the figure, the number shown on the green box indicates the number of residual blocks used.</p>
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<p>Architecture of the YOLOv3 neural network. It has a total of 106 convolutional layers. Processing the feature map obtained from Darknet-53, YOLOv3 makes predictions at three different scales and outputs the location of bounding boxes in a single forward pass. Convolutional block contain the sequence of convolutional layer, batch normalization, and leaky ReLU.</p>
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<p>A schematic of the automatic AFM navigation closed-loop control.</p>
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<p>Confusion Matrix (CM): True labels on the horizontal axis and predicted labels on the vertical axis. In addition to absolute numbers, we calculate the percentage fraction along the column. (<b>Left</b>) CM for the network trained on low-quality images, (<b>Right</b>) CM for the network trained using the transfer learning technique.</p>
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<p>Precision-recall (PR) curve: Plot of PR curve for each cell shape with IoU threshold of 0.5. (<b>Left</b>) PR curve for the network trained on only low-quality images, mAP@0.5 = 40.3, (<b>Right</b>) PR curve for the network trained using the transfer learning technique, mAP@0.5 = 66.4.</p>
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<p>Visualizing the predictions on low-quality images. Target/ground truth images are shown in the top row and the corresponding predictions in the bottom row. The color scheme is: (i) red: round shape; (ii) blue: spindle shape; (iii) green: polygonal shape.</p>
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<p>Visualizing the predictions on high-quality images. Target/ground truth images are shown in the top row and the corresponding predictions in the bottom row. The color scheme is: (i) red: round shape; (ii) blue: spindle shape; (iii) green: polygonal shape.</p>
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<p>We show the sequence of images demonstrating the AFM probe navigation from starting to target position based on the cell shape identification result. We specify the (x, y) co-ordinates of the AFM probe at current location and the cumulative time to travel just below each image. Processing time was approximately 3.62 s at a navigation speed of 100 μm/s.</p>
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<p>High-resolution images of NIH-3T3 cells of different shapes and high resolution maps of nanomechanical properties of a polygonal cell: (<b>a</b>) AFM peak force error image of a polygonal cell (on <b>left</b>) and a spindle-shaped cell (on <b>right</b>) revealing the actin cytoskeleton network clearly; scale bar: 10 μm. (<b>b</b>) Five high-resolution maps of nanomechanical properties (height sensor, peak force error, DMT modulus, deformation, and adhesion maps); scale bar: 4 μm.</p>
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<p>AFM tip navigation and nanomechanical measurement of round- and spindle-shaped cells: (<b>a</b>) navigation process of the AFM cantilever towards the live cells of different shapes; (<b>b</b>) cantilever tip in focus at the substrate; (<b>c</b>,<b>d</b>) height sensor, peak force error, DMT modulus, deformation, and adhesion maps of the round- and spindle-shaped cells, respectively, marked with yellow boxes in (<b>a</b>).</p>
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<p>Effect of cellular shapes on Young’s modulus and deformation: (<b>a</b>) variation of Young’s modulus values with different cell shapes (round, spindle, polygonal); (<b>b</b>) variation of deformation values depending on the cellular shape.</p>
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<p>Visualizing the predictions on low-quality images detecting cell shapes and cantilever probe. Target/ground truth images are shown in the top row and the corresponding predictions in the bottom row. The color scheme is: (i) red: round shape, (ii) blue: spindle shape, (iii) green: polygonal shape, (iv) cyan: cantilever probe.</p>
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<p>Predictions on low-quality images. Target/ground truth images are shown in top row and the corresponding predictions in the bottom row. The color scheme is: (i) red: round shape, (ii) blue: spindle shape, (iii) green: polygonal shape.</p>
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<p>Predictions on high-quality images. Target/ground truth images are shown in top row and the corresponding predictions in the bottom row. The color scheme is: (i) red: round shape, (ii) blue: spindle shape, (iii) green: polygonal shape.</p>
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<p>Example of an exported .pfc file.</p>
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20 pages, 9240 KiB  
Article
Combination of Hyperspectral and Machine Learning to Invert Soil Electrical Conductivity
by Pingping Jia, Junhua Zhang, Wei He, Yi Hu, Rong Zeng, Kazem Zamanian, Keli Jia and Xiaoning Zhao
Remote Sens. 2022, 14(11), 2602; https://doi.org/10.3390/rs14112602 - 28 May 2022
Cited by 33 | Viewed by 3999
Abstract
An accurate estimation of soil electrical conductivity (EC) using hyperspectral techniques is of great significance for understanding the spatial distribution of solutes and soil salinization. Although spectral transformation has been widely used in data pre-processing, the performance of different pre-processing techniques (or combination [...] Read more.
An accurate estimation of soil electrical conductivity (EC) using hyperspectral techniques is of great significance for understanding the spatial distribution of solutes and soil salinization. Although spectral transformation has been widely used in data pre-processing, the performance of different pre-processing techniques (or combination methods) on different models of the same data set is still ambiguous. Moreover, extremely randomized trees (ERT) and light gradient boosting machine (LightGBM) models are new learning algorithms with good generalization performance (soil moisture and above-ground biomass), but are less studied in estimating soil salinity in the visible and near-infrared spectra. In this study, 130 soil EC data, soil measured hyperspectral data, topographic factors, conventional salinity indices such as Salinity Index 1, and two-band (2D) salinity indices such as ratio indices, were introduced. The five spectral pre-processing methods of standard normal variate (SNV), standard normal variate and detrend (SNV-DT), inverse (1/OR) (OR is original spectrum), inverse-log (Log(1/OR) and fractional order derivative (FOD) (range 0–2, with intervals of 0.25) were performed. A gradient boosting machine (GBM) was used to select sensitive spectral parameters. Models (extreme gradient boosting (XGBoost), LightGBM, random forest (RF), ERT, classification and regression tree (CART), and ridge regression (RR)) were used for inversion soil EC and model validation. The results reveal that the two-dimensional correlation coefficient highlighted EC more effectively than the one-dimensional. Under SNV and the second order derivative, the two-dimensional correlation coefficient increased by 0.286 and 0.258 compared to the one-dimension, respectively. The 13 characteristic factors of slope, NDI, SI-T, RI, profile curvature, DOA, plane curvature, SI (conventional), elevation, Int2, aspect, S1 and TWI provided 90% of the cumulative importance for EC using GBM. Among the six machine models, the ERT model performed the best for simulation (R2 = 0.98) and validation (R2 = 0.96). The ERT model showed the best performance among the EC estimation models from the reference data. The kriging map based on the ERT simulation showed a close relationship with the measured data. Our study selected the effective pre-processing methods (SNV and the 2 order derivative) using one- and two-dimensional correlation, 13 important factors and the ERT model for EC hyperspectral inversion. This provides a theoretical support for the quantitative monitoring of soil salinization on a larger scale using remote sensing techniques. Full article
(This article belongs to the Special Issue Remote Sensing for Eco-Hydro-Environment)
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Graphical abstract
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<p>Locations of the Yinchuan Plain, China (<b>a</b>), distribution of sampling (<b>b</b>) sampling sites in 2018 (green circle), 2019 (red square) and 2021 (yellow triangle), and typical landscape photographs (<b>c</b>–<b>e</b>).</p>
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<p>Hyperspectral reflectance of the soil measured on the ground under different saline levels (<b>a</b>) and mean original spectral reflectance (<span class="html-italic">n</span> = 130) (<b>b</b>).</p>
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<p>Pre-processing of mean spectral curves including standard normal variate (SNV), standard normal variate and detrend (SNV-DT), inverse (1/OR) (OR is original spectrum), inverse-log (Log(1/OR) and fractional order derivative (FOD) (range 0–2, with intervals of 0.25) (green areas represent the standard deviations of the spectra) collected from soil measured on the ground.</p>
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<p>One-dimensional correlation coefficients between EC and partial conversion transformation reflectance (OR, SNV, SNV-DT, 1/OR, Log (1/OR), 1 and 2 order derivative) in the range of 400~2400 nm.</p>
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<p>Maximum absolute correlation coefficient (MACC) of visible-near-infrared (Vis-NIR) (<b>a</b>) and two-band index (<b>b</b>) under different reflectance conversion modes.</p>
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<p>Two-dimensional correlation coefficients between EC and optimal spectral index under different transformation reflectance and two derivative orders (The x and y axis represent the wavelength 400~2400 nm, the right-side color bar indicates the color of the PCC values. The colors dark red and dark blue represent a relatively high PCC (red for positive and blue for negative) between the measured EC and the band combinations).</p>
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<p>Feature importance of spectral index and topographic factors ranking using gradient boosting machine (GBM). Dotted vertical line representing cumulative feature importance reached 0.9 (90%).</p>
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<p>The training set fitting effect diagrams and scores of six machine learning methods: extreme gradient boosting (XGBoost), light gradient boosting machine (LightGBM), random forest (RF), extremely randomized trees (ERT), classification and regression tree (CART), and ridge regression (RR).</p>
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<p>The normalized Taylor diagrams of the predicted and measured EC data (<b>a</b>) and the model accuracy comparison and mean squared error (MSE) of the six methods (<b>b</b>).</p>
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<p>Fitting effect graph of ERT for EC (<b>a</b>) and model using validation correlation diagram of ERT for EC (<b>b</b>) in July 2018.</p>
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<p>Spatial distribution of soil EC (<b>a</b>) measured value, (<b>b</b>) ERT of study area, (<b>c</b>) sample point in Yinchuan Plain, (<b>d</b>) measured value in Yinchuan Plain.</p>
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15 pages, 2703 KiB  
Article
A Camera-Based Method for Collecting Rapid Vegetation Data to Support Remote-Sensing Studies of Shrubland Biodiversity
by Erin J. Questad, Marlee Antill, Nanfeng Liu, E. Natasha Stavros, Philip A. Townsend, Susan Bonfield and David Schimel
Remote Sens. 2022, 14(8), 1933; https://doi.org/10.3390/rs14081933 - 16 Apr 2022
Cited by 5 | Viewed by 3643
Abstract
The decline in biodiversity in Mediterranean-type ecosystems (MTEs) and other shrublands underscores the importance of understanding the trends in species loss through consistent vegetation mapping over broad spatial and temporal ranges, which is increasingly accomplished with optical remote sensing (imaging spectroscopy). Airborne missions [...] Read more.
The decline in biodiversity in Mediterranean-type ecosystems (MTEs) and other shrublands underscores the importance of understanding the trends in species loss through consistent vegetation mapping over broad spatial and temporal ranges, which is increasingly accomplished with optical remote sensing (imaging spectroscopy). Airborne missions planned by the National Aeronautics and Space Administration (NASA) and other groups (e.g., US National Ecological Observatory Network, NEON) are essential for improving high-quality maps of vegetation and plant species. These surveys require robust and efficient ground calibration/validation data; however, barriers to ground-data collection exist, such as steep terrain, which is a common feature of Mediterranean-type ecosystems. We developed and tested a method for rapidly collecting ground-truth data for shrubland plant communities across steep topographic gradients in southern California. Our method utilizes semi-aerial photos taken with a high-resolution digital camera mounted on a telescoping pole to capture groundcover, and a point-intercept image-classification program (Photogrid) that allows efficient sub-sampling of field images to derive vegetation percent-cover estimates while reducing human bias. Here, we assessed the quality of data collection using the image-based method compared to a traditional point-intercept ground survey and performed time trials to compare the efficiency of various survey efforts. The results showed no significant difference in estimates of percent cover and Simpson’s diversity derived from the point-intercept and those derived using the image-based method; however, there was lower correspondence in estimates of species richness and evenness. The image-based method was overall more efficient than the point-intercept surveys, reducing the total survey time by 13 to 46 min per plot depending on sampling effort. The difference in survey time between the two methods became increasingly greater when the vegetation height was above 1 m. Due to the high correspondence between estimates of species percent cover derived from the image-based compared to the point-intercept method, we recommend this type of survey for the verification of remote-sensing datasets featuring percent cover of individual species or closely related plant groups, for use in classifying UAS imagery, and especially for use in MTEs that have steep, rugged terrain and other situations such as tall, dense-growing shrubs where traditional field methods are dangerous or burdensome. Full article
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<p>Map of the study area in the Angeles National Forest (green), Los Angeles County, CA, USA. The Copper and Sayre fires burned approximately 25,000 acres between 2002 and 2008.</p>
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<p>Diagram of photo-survey method for (<b>A</b>) steep plots: surveyor walks along a 45-m transect taking 10 5-m × 5-m photos (grey boxes) of the plot below, (<b>B</b>) a field crew member taking photos with camera attached to a pole extended 5 m, and (<b>C</b>) diagram of photo survey for flat plots: surveyor walks along two crossed 45-m transects taking 10 5-m × 5-m photos from above.</p>
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<p>Photogrid classification process: (<b>A</b>) in the field, aboveground photos were marked with a smartphone app to aid with later species ID; (<b>B</b>) back in the lab, photos were uploaded into the Photogrid classifier program and number of gridpoints per photo (generally 42) were chosen, which instructs the program to populate each photo with gridpoints to classify; (<b>C</b>) for each gridpoint, the user must select the dominant species/cover class within that cell from a pre-entered list; (<b>D</b>) after completing classification for all ten plot photos, a table is generated with percent cover of each class identified, out of 100% (Annual Grass was a composite category that included annual grass species that could not be distinguished in the photos such as <span class="html-italic">Bromus</span> spp., <span class="html-italic">Avena</span> spp., etc.).</p>
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<p>Relationship between species richness of field observations (S<sub>field</sub>) and Photogrid surveys (S<sub>photo</sub>) for Flat and Steep protocols. Data are from 2018 field surveys including 69 steep (shown in black) and 14 flat plots (shown in grey). The dashed line is the one-to-one line. Results of a linear mixed-effects regression showed a significant effect of S<sub>field</sub> (F<sub>1,79</sub> = 95.55, <span class="html-italic">p</span> &lt; 0.0001) and protocol (F<sub>1,79</sub> = 7.91, <span class="html-italic">p</span> = 0.006) on S<sub>photo</sub>, with no significant interaction (F<sub>1,79</sub> = 0.47, <span class="html-italic">p</span> &gt; 0.05). Pearson correlation coefficients between S<sub>photo</sub> and S<sub>field</sub> are shown.</p>
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<p>Regressions between field (e.g., S<sub>p-i</sub>) and Photogrid (e.g., S<sub>p</sub>) vegetation metrics from the 2019 data, shown for the 12 Photogrid configurations of (<b>A</b>) Simpson’s species diversity (1/D); (<b>B</b>) % Cover; (<b>C</b>) species richness (S); and (<b>D</b>) Simpson’s evenness. The heavy black lines show the one-to-one relationship. Dashed lines represent the regression between Photogrid configuration 1 (highest sampling effort) and the field point-intercept method; colored lines are those configurations that did not produce significantly different results from configuration 1, and grey lines represent those that were significantly different than configuration 1, based on a Tukey HSD test. There was no significant difference among the configurations for 1/D<sub>p</sub> or % Cover<sub>p</sub>. Five configurations produced significantly lower values for S<sub>p</sub>, and three configurations produced significantly greater values for E<sub>p</sub> when compared to configuration 1.</p>
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<p>Survey time in minutes by survey method and vegetation height class. Height classes were low (&lt;1 m), mid (1 m to 1.5 m), and high (&gt;1.5 m). Crossbars represent the mean ±95% confidence interval for 13 field plots within three vegetation height classes surveyed in 2019 by both the point-intercept and Photogrid methods. There were no significant effects of method, height class, or their interaction on survey time. The graph is provided to illustrate a trend that the photo method time was lower in mid and high height classes.</p>
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23 pages, 21053 KiB  
Article
Late Quaternary Marine Terraces and Tectonic Uplift Rates of the Broader Neapolis Area (SE Peloponnese, Greece)
by Efthimios Karymbalis, Konstantinos Tsanakas, Ioannis Tsodoulos, Kalliopi Gaki-Papanastassiou, Dimitrios Papanastassiou, Dimitrios-Vasileios Batzakis and Konstantinos Stamoulis
J. Mar. Sci. Eng. 2022, 10(1), 99; https://doi.org/10.3390/jmse10010099 - 12 Jan 2022
Cited by 13 | Viewed by 4468
Abstract
Marine terraces are geomorphic markers largely used to estimate past sea-level positions and surface deformation rates in studies focused on climate and tectonic processes worldwide. This paper aims to investigate the role of tectonic processes in the late Quaternary evolution of the coastal [...] Read more.
Marine terraces are geomorphic markers largely used to estimate past sea-level positions and surface deformation rates in studies focused on climate and tectonic processes worldwide. This paper aims to investigate the role of tectonic processes in the late Quaternary evolution of the coastal landscape of the broader Neapolis area by assessing long-term vertical deformation rates. To document and estimate coastal uplift, marine terraces are used in conjunction with Optically Stimulated Luminescence (OSL) dating and correlation to late Quaternary eustatic sea-level variations. The study area is located in SE Peloponnese in a tectonically active region. Geodynamic processes in the area are related to the active subduction of the African lithosphere beneath the Eurasian plate. A series of 10 well preserved uplifted marine terraces with inner edges ranging in elevation from 8 ± 2 m to 192 ± 2 m above m.s.l. have been documented, indicating a significant coastal uplift of the study area. Marine terraces have been identified and mapped using topographic maps (at a scale of 1:5000), aerial photographs, and a 2 m resolution Digital Elevation Model (DEM), supported by extensive field observations. OSL dating of selected samples from two of the terraces allowed us to correlate them with late Pleistocene Marine Isotope Stage (MIS) sea-level highstands and to estimate the long-term uplift rate. Based on the findings of the above approach, a long-term uplift rate of 0.36 ± 0.11 mm a−1 over the last 401 ± 10 ka has been suggested for the study area. The spatially uniform uplift of the broader Neapolis area is driven by the active subduction of the African lithosphere beneath the Eurasian plate since the study area is situated very close (~90 km) to the active margin of the Hellenic subduction zone. Full article
(This article belongs to the Special Issue Tectonics and Sea-Level Fluctuations)
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<p>(<b>a</b>) The geotectonic setting of Greece (modified from Reilinger et al. [<a href="#B58-jmse-10-00099" class="html-bibr">58</a>], and Vott et al. [<a href="#B67-jmse-10-00099" class="html-bibr">67</a>]) depicting the location of the study area and (<b>b</b>) hill shaded map of the study area produced from topographic maps at 1:5000 scale of the Hellenic Military Geographical Service.</p>
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<p>Geological map of the study area modified from Theodoropoulos [<a href="#B51-jmse-10-00099" class="html-bibr">51</a>], IGME [<a href="#B68-jmse-10-00099" class="html-bibr">68</a>], and Lekkas et al. [<a href="#B69-jmse-10-00099" class="html-bibr">69</a>]. Fault kinematics are undifferentiated, and most faults are inactive.</p>
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<p>Schematic representation of the uncertainties taken into account for the long-term uplift rates estimations, as well as for the correlation of the marine terraces with past sea-level highstands. E is the present-day elevation of the inner edge of the terrace, A is the age of the terrace, e corresponds to the elevation of the sea level at the time of terrace formation, and the delta symbols (Δ) represent the estimated uncertainty in the different parameters. The marine terrace of MIS 5e is used as an example.</p>
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<p>Geographic distribution of the uplifted marine terraces of the broader Neapolis area, southeastern Peloponnese. The location of the topographic profiles, as well as the location of the OSL samples, are also depicted.</p>
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<p>(<b>a</b>) View of the flight of marine terraces northwest of Cape Punta. Colored arrows (same colors as <a href="#jmse-10-00099-f004" class="html-fig">Figure 4</a>) point to terraces T1, T2, T3, T4, T5, T6, T8, and T9 (<b>b</b>) View of the paleo-shoreline angle of terrace T3 (corresponding to MIS 5e sea-level highstand) north of Cape Punta. (<b>c</b>) Profile view of the terrace sequence on the western part of the Elafonissos Island (<b>d</b>) View of the inner edge of terrace T3 (corresponding to MIS 5a sea-level highstand) at the north part of Elafonissos. (<b>e</b>) Outcrop of Terrace T5 caprock, northwest of Cape Punta. The position of the sedimentary block sample N collected for OSL dating is also depicted (<b>f</b>). View of the inner edge of terrace T3 (corresponding to MIS 5e sea-level highstand) northeast of Profitis Ilias.</p>
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<p>Three topographic profiles constructed 2.3 km northwest of Cape Punta (Profile A), at the western part of the Elafonissos Island (Profile B), and 4.6 km south of Neapolis (Profile C). For locations of the profiles, see map in <a href="#jmse-10-00099-f004" class="html-fig">Figure 4</a>. The marine terraces are numbered consecutively, starting with the lowest one. The elevations of the inner edges for the terraces, as derived from the topographic profiles, are provided. The location and the age of the OSL samples, as well as the MIS attributed to each marine terrace, are also given.</p>
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<p>Correlation diagram of the two OSL dated samples, collected from marine terraces T3 and T5, respectively, with late Quaternary MIS. Gray vertical bands correspond to the age extent of the different sea-level highstands (from Lisiecki and Raymo [<a href="#B88-jmse-10-00099" class="html-bibr">88</a>]). Mean, maximum, and minimum uplift rates from this correlation are also shown.</p>
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<p>(<b>a</b>,<b>b</b>) Uplifted abrasion platforms between Profitis Ilias and Agia Marina, backed by a low, steep cliff with a tidal notch at its base. (<b>c</b>,<b>d</b>) Uplifted abrasion platforms at Agia Marina.</p>
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<p>Comparative diagram of the predicted/expected marine terraces’ inner edge elevations’ ranges (marked by thick black lines) and the observed inner edge elevation ranges (marked by thin red lines) for the broader Neapolis area. The predicted elevation ranges of the inner edges (palaeo-shorelines) for each MIS were calculated under the assumption that the long-term uplift rate (0.36 ± 0.11 mm a<sup>−1</sup>) was constant for the last 401 ± 10 ka and taking into account the age extend of each MIS highstand (according to Lisiecki and Raymo [<a href="#B88-jmse-10-00099" class="html-bibr">88</a>]—marked here as gray vertical bands), as well as the maximum and minimum position of eustatic sea-level for each MIS highstand (according to sea-level curve by Waelbroeck et al. [<a href="#B25-jmse-10-00099" class="html-bibr">25</a>]).</p>
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<p>Correlation scheme for the marine terraces on southeastern Peloponnese with late Quaternary MIS sea-level highstands. The sea-level curve (with confidence interval) used is from Waelbroeck et al. [<a href="#B25-jmse-10-00099" class="html-bibr">25</a>].</p>
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31 pages, 81407 KiB  
Article
A Multi-Analytical Study for the Enhancement and Accessibility of Archaeological Heritage: The Churches of San Nicola and San Basilio in Motta Sant’Agata (RC, Italy)
by Dario Giuffrida, Viviana Mollica Nardo, Daniela Neri, Giovanni Cucinotta, Irene Vittoria Calabrò, Loredana Pace and Rosina Celeste Ponterio
Remote Sens. 2021, 13(18), 3738; https://doi.org/10.3390/rs13183738 - 17 Sep 2021
Cited by 19 | Viewed by 4691
Abstract
In the coming years, Italy will need to take on a great challenge concerning the digitization of its archaeological and architectural heritage, one of the richest and most problematic in the world. The aim is to improve the knowledge, conservation, enhancement and accessibility [...] Read more.
In the coming years, Italy will need to take on a great challenge concerning the digitization of its archaeological and architectural heritage, one of the richest and most problematic in the world. The aim is to improve the knowledge, conservation, enhancement and accessibility of cultural assets and to make them a resource for national and local development. In this process, the next generation of 3D survey methods (laser scanning and photogrammetry), in combination with diagnostic techniques (spectroscopy analyses) and GIS/BIM (Geographic Information System/Building Information Modeling) solutions, represent a valid support. This work, part of a broader intervention launched by the Municipality of Reggio Calabria for the requalification of some archaeological sites located within its urban and metropolitan area, is focused on the study case of Motta S. Agata. The ancient settlement is located 8 km from Reggio C. in a hilly area difficult to reach and preserves numerous structures in a state of ruin. Among these, two interesting medieval churches are proposed for examination: the church of San Nicola, characterized by five hypogeal funeral crypts, and the chapel of San Basilio, which preserves the traces of a wall painting. A multi-methodological approach including close-range photogrammetry, laser scanning and chemical and thermal analyses was adopted in order to fulfill different tasks: creating a topographic model of the hillfort, mapping the archaeological evidence, digitizing and returning 3D models of the churches, characterizing materials through chemical analyses and monitoring the surfaces with thermal imaging. These combined applications have contributed to reaching the planned goals, i.e., study, conservation, diagnostics, preparation for restoration interventions, development of digital media and dissemination. In this way, a type of interactive museum (made up of virtual tours and informative digital models) has been made available in order to improve the site’s accessibility and inclusivity as well as to test the effect of digitization in attracting tourists and local people toward a place located outside of the usual tourist circuits. Full article
(This article belongs to the Special Issue Laser Scanning and Point Cloud Processing in Urban Environments)
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<p>Location of areas: 1. Roman Thermae; 2. Greek Walls; 3. Piazza Italia; 4. Odéon; 5. Aragonese Castle; 6. Motta S. Agata.</p>
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<p>Panoramic view from drone, towards the southwest. On the right, the ruins of the Church of San Nicola are well visible; the church of San Basilio is also partly visible on the left of the pedestrian path (author).</p>
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<p>Mapping of the structures cited in this work on satellite map: 1. Church of San Nicola; 2. Church of San Basilio; 3. Borruto Palace; 4. Mazzone Palace; 5. Governor’s Palace; 6. Traces of fortifications; 7. Church del Soccorso; 8. Suburb of San Teodoro; 9. Bell Tower; 10. Church della Provvidenza; 11. Columbo Palace; 12. Castle; 13. Porta di Terra; 14. Piazza Arghelle, Cataforio (start point of the pedestrian path).</p>
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<p>Aerial view of the church of San Nicola from the west.</p>
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<p>View from the presbytery (<b>a</b>); back wall of the presbytery (<b>b</b>); main crypt with central well located below the presbytery (<b>c</b>).</p>
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<p>The Church of San Basilio: (<b>a</b>) Ruins of the main façade; (<b>b</b>) Aerial view from the west.</p>
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<p>Nadiral aerial view of the church of San Basilio.</p>
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<p>Detail of the fresco visible along the left wall of the nave (orthophoto by author).</p>
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<p>General flowchart.</p>
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<p>(<b>a</b>) TLS data acquisition: rear external space; (<b>b</b>) northern corridor; (<b>c</b>) central burial chamber.</p>
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<p>Church of San Nicola: RGB point cloud after registering.</p>
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<p>Church of San Basilio: interior of aisle wall.</p>
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<p>Cloud to cloud global optimization process: e.g., Church of S. Nicola di Motta S. Agata.</p>
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<p>Panoramic map with blue marker cluster indicating scan location and (at the center) number of scans.</p>
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<p>Dense cloud export options.</p>
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<p>Dense cloud visualization in Autodesk ReCap.</p>
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<p>(<b>A</b>) point no. 1 yellow area; (<b>B</b>) point no. 2 blue area; (<b>C</b>) point no. 3 blue area; (<b>D</b>) points no. 3, 4, 5, 6, 7, 8 yellow, pink and white areas.</p>
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<p>3D Topographic model of the site derived from UAV photogrammetry.</p>
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<p>3D dense cloud of the Church of San Nicola derived from UAV photogrammetry.</p>
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<p>3D dense cloud of the Church of San Nicola derived from UAV photogrammetry.</p>
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<p>Pano2Vr virtual tour project.</p>
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<p>Raman spectra of red pigment; (<b>A</b>) in situ, point 1; (<b>B</b>) sample.</p>
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<p>Raman spectra of pink pigment; (<b>A</b>) in situ, point 7; (<b>B</b>) sample.</p>
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<p>Raman spectra of (<b>A</b>) yellow, point 4 and (<b>B</b>) black–blue, point 2.</p>
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<p>IR thermal images of single portions (<b>a</b>–<b>c</b>) and photomosaic (<b>d</b>).</p>
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<p>IR thermal images of single portions (<b>a</b>–<b>c</b>) and photomosaic (<b>d</b>).</p>
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<p>IR thermal images of single portions (<b>a</b>–<b>c</b>) and photomosaic (<b>d</b>).</p>
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30 pages, 9471 KiB  
Article
A Photogrammetric-Photometric Stereo Method for High-Resolution Lunar Topographic Mapping Using Yutu-2 Rover Images
by Man Peng, Kaichang Di, Yexin Wang, Wenhui Wan, Zhaoqin Liu, Jia Wang and Lichun Li
Remote Sens. 2021, 13(15), 2975; https://doi.org/10.3390/rs13152975 - 28 Jul 2021
Cited by 7 | Viewed by 4029
Abstract
Topographic products are important for mission operations and scientific research in lunar exploration. In a lunar rover mission, high-resolution digital elevation models are typically generated at waypoints by photogrammetry methods based on rover stereo images acquired by stereo cameras. In case stereo images [...] Read more.
Topographic products are important for mission operations and scientific research in lunar exploration. In a lunar rover mission, high-resolution digital elevation models are typically generated at waypoints by photogrammetry methods based on rover stereo images acquired by stereo cameras. In case stereo images are not available, the stereo-photogrammetric method will not be applicable. Alternatively, photometric stereo method can recover topographic information with pixel-level resolution from three or more images, which are acquired by one camera under the same viewing geometry with different illumination conditions. In this research, we extend the concept of photometric stereo to photogrammetric-photometric stereo by incorporating collinearity equations into imaging irradiance model. The proposed photogrammetric-photometric stereo algorithm for surface construction involves three steps. First, the terrain normal vector in object space is derived from collinearity equations, and image irradiance equation for close-range topographic mapping is determined. Second, based on image irradiance equations of multiple images, the height gradients in image space can be solved. Finally, the height map is reconstructed through global least-squares surface reconstruction with spectral regularization. Experiments were carried out using simulated lunar rover images and actual lunar rover images acquired by Yutu-2 rover of Chang’e-4 mission. The results indicate that the proposed method achieves high-resolution and high-precision surface reconstruction, and outperforms the traditional photometric stereo methods. The proposed method is valuable for ground-based lunar surface reconstruction and can be applicable to surface reconstruction of Earth and other planets. Full article
(This article belongs to the Special Issue Planetary 3D Mapping, Remote Sensing and Machine Learning)
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<p>Framework of photogrammetric-photometric stereo (PPS) method.</p>
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<p>Illustration of rover image formation.</p>
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<p>Schematic representation of different imaging conditions (<b>a</b>) image and object coordinates for photometric stereo under orthographic projection (PSOP), (<b>b</b>) image and object coordinates for photometric stereo under perspective projection with identity matrix (PSPP), (<b>c</b>) image and object coordinates for PPS.</p>
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<p>(<b>a</b>) DEM and (<b>b</b>) DOM for rover image simulation.</p>
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<p>Simulated images under different lighting conditions (<b>a</b>) simulate image of solar azimuth angle 90°and elevation angle 55° (<b>b</b>) simulate image of solar azimuth angle 90°and elevation angle 60° (<b>c</b>) simulate image of solar azimuth angle 90°and elevation angle 65° (<b>d</b>).</p>
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<p>Height map of ground truth and results of three methods (<b>a</b>) Height map of ground truth, (<b>b</b>) PPS result, (<b>c</b>) PSPP result, (<b>d</b>) PSOP result.</p>
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<p>ROI 1 and reconstruction results of the three methods (<b>a</b>) Enlarged view of region 1, (<b>b</b>) ground truth, (<b>c</b>) PPS result, (<b>d</b>) PSPP result, (<b>e</b>) PSOP result.</p>
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<p>Height profile of ROI 1 in simulated imagery.</p>
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<p>ROI 2 and reconstruction results of the three methods (<b>a</b>) Enlarged view of region 2, (<b>b</b>) ground truth (<b>c</b>) PPS result, (<b>d</b>) PSPP result, (<b>e</b>) PSOP result.</p>
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<p>Height profile of ROI 2 in simulated imagery.</p>
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<p>Navcam images of the left camera under different illumination conditions (<b>a</b>) 94741, (<b>b</b>) 94914, (<b>c</b>) 95633.</p>
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<p>Examples of shadows (<b>a</b>) shadow inside two craters, (<b>b</b>) shadow inside a crater, (<b>c</b>) shadow behind a boulder.</p>
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<p>Shadow maps (<b>a</b>) Shadow map of image 94741, (<b>b</b>) Shadow map of image 94914, (<b>c</b>) Shadow map of image 95633, (<b>d</b>) Final shadow map.</p>
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<p>(<b>a</b>) Two sub-regions of the image, (<b>b</b>) Shadow map.</p>
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<p>ROI 1 and reconstruction results of the three methods (<b>a</b>) ROI 1 image, (<b>b</b>) SGM result, (<b>c</b>) PPS result, (<b>d</b>) shaded SGM result, (<b>e</b>) shaded PPS result, (<b>f</b>) PSPP result, (<b>g</b>) PSOP result, (<b>h</b>) Profile of the boulder (marked by the white circle in (<b>a</b>)) from PPS result.</p>
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<p>Height profile of ROI 1 in Yutu-2 rover imagery.</p>
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<p>ROI 2 and reconstruction results of the three methods (<b>a</b>) ROI 2 image, (<b>b</b>) SGM result, (<b>c</b>) PPS result, (<b>d</b>) shaded SGM result, (<b>e</b>) shaded PPS result, (<b>f</b>) PSPP result, (<b>g</b>) PSOP result, (<b>h</b>) Profile of the boulder (marked by the white circle in (<b>a</b>)) from PPS result.</p>
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<p>ROI 2 and reconstruction results of the three methods (<b>a</b>) ROI 2 image, (<b>b</b>) SGM result, (<b>c</b>) PPS result, (<b>d</b>) shaded SGM result, (<b>e</b>) shaded PPS result, (<b>f</b>) PSPP result, (<b>g</b>) PSOP result, (<b>h</b>) Profile of the boulder (marked by the white circle in (<b>a</b>)) from PPS result.</p>
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<p>Height profile of ROI 2 in Yutu-2 rover imagery.</p>
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<p>Orthorectified images of ROI 1 in Yutu-2 rover imagery (<b>a</b>) ROI 1 of 94741, (<b>b</b>) ROI 1 of 94914, (<b>c</b>) ROI 1 of 95633.</p>
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<p>Reconstruction DEM results of ROI1 by three methods (<b>a</b>) SGM interpolation result, (<b>b</b>) PPS interpolation result, (<b>c</b>) PSOP result from orthorectified images.</p>
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<p>Orthorectified images of ROI 2 in Yutu-2 rover imagery (<b>a</b>) ROI 2 of 94741, (<b>b</b>) ROI 2 of 94914, (<b>c</b>) ROI 2 of 95633.</p>
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<p>Reconstruction results of ROI 2 by three methods (<b>a</b>) SGM interpolation result, (<b>b</b>) PPS interpolation result, (<b>c</b>) PSOP result for orthorectified images.</p>
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19 pages, 48108 KiB  
Article
Gravity Analysis for Subsurface Characterization and Depth Estimation of Muda River Basin, Kedah, Peninsular Malaysia
by Muhammad Noor Amin Zakariah, Norsyafina Roslan, Norasiah Sulaiman, Sean Cheong Heng Lee, Umar Hamzah, Khairul Arifin Mohd Noh and Wien Lestari
Appl. Sci. 2021, 11(14), 6363; https://doi.org/10.3390/app11146363 - 9 Jul 2021
Cited by 11 | Viewed by 5535
Abstract
Gravity survey is one of the passive geophysical techniques commonly used to delineate geological formations, especially in determining basement rock and the overlying deposit. Geologically, the study area is made up of thick quaternary alluvium deposited on top of the older basement rock. [...] Read more.
Gravity survey is one of the passive geophysical techniques commonly used to delineate geological formations, especially in determining basement rock and the overlying deposit. Geologically, the study area is made up of thick quaternary alluvium deposited on top of the older basement rock. The Muda River basin constitutes, approximately, of more than 300 m of thick quaternary alluvium overlying the unknown basement rock type. Previous studies, including drilling and geo-electrical resistivity surveys, were conducted in the area but none of them managed to conclusively determine the basement rock type and depth precisely. Hence, a regional gravity survey was conducted to determine the thickness of the quaternary sediments prior to assessing the sustainability of the Muda River basin. Gravity readings were made at 347 gravity stations spaced at 3–5 km intervals using Scintrex CG-3 covering an area and a perimeter of 9000 km2 and 730 km, respectively. The gravity data were then conventionally reduced for drift, free air, latitude, Bouguer, and terrain corrections. These data were then consequently analyzed to generate Bouguer, regional and total horizontal derivative (THD) anomaly maps for qualitative and quantitative interpretations. The Bouguer gravity anomaly map shows low gravity values in the north-eastern part of the study area interpreted as representing the Main Range granitic body, while relatively higher gravity values observed in the south-western part are interpreted as representing sedimentary rocks of Semanggol and Mahang formations. Patterns observed in the THD anomaly and Euler deconvolution maps closely resembled the presence of structural features such as fault lineaments dominantly trending along NW-SE and NE-SW like the trends of topographic lineaments in the study area. Based on power spectral analysis of the gravity data, the average depth of shallow body, representing alluvium, and deep body, representing underlying rock formations, are 0.5 km and 1.2 km, respectively. The thickness of Quaternary sediment and the depth of sedimentary formation can be more precisely estimated by other geophysical techniques such as the seismic reflection survey. Full article
(This article belongs to the Topic Interdisciplinary Studies for Sustainable Mining)
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<p>The Muda River basin is shown bordered in red. The Muda River is the natural geographical border of at least four major districts in Kedah which are Sik, Baling, Kuala Muda and Kulim.</p>
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<p>Geological map of Kedah.</p>
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<p>Stratigraphy chart of the Muda River basin. Modified after [<a href="#B23-applsci-11-06363" class="html-bibr">23</a>].</p>
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<p>Topography and location map. The eastern part of the study area is dominated by Main Range granite and Bintang Range granite. Due to the extreme topographic region, most of the stations of gravity can only be established on low and flat land.</p>
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<p>A workflow diagram for gravity anomaly maps. The horizontal arrows indicate the analyzes while the vertical arrows indicate the products.</p>
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<p>(<b>a</b>) complete Bouguer anomaly (CBA) map; (<b>b</b>) Regional CBA anomaly map; (<b>c</b>) Residual CBA anomaly map; (<b>d</b>) THD Map. All the maps were overlayed with the geological contacts between formations of Mahang (Mhg), Semanggol (Smgl), Kubang Pasu (KP), Jerai (J), and granitic (Gn) batholite.</p>
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<p>(<b>a</b>) complete Bouguer anomaly (CBA) map; (<b>b</b>) Regional CBA anomaly map; (<b>c</b>) Residual CBA anomaly map; (<b>d</b>) THD Map. All the maps were overlayed with the geological contacts between formations of Mahang (Mhg), Semanggol (Smgl), Kubang Pasu (KP), Jerai (J), and granitic (Gn) batholite.</p>
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<p>(<b>a</b>) Lineament traced from topography map; (<b>b</b>) Comparison of lineament trend traced from THD residual anomaly map and topography map.</p>
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<p>Comparison of the rose diagrams between (<b>a</b>) Topographic lineament traced; (<b>b</b>) THD residual anomaly traced.</p>
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<p>Two Euler solutions of the Bouguer anomaly map of structural index = 0.0, with a window size of (<b>a</b>) 20 km × 20 km; (<b>b</b>) 5 km × 5 km.</p>
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<p>Power spectrum location map.</p>
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<p>Log of spectra power vs. wavenumber of (<b>a</b>) Point 1; (<b>b</b>) Point 2; (<b>c</b>) Point 3; (<b>d</b>) Point 4; (<b>e</b>) Point 5; (<b>f</b>) Point 6; (<b>g</b>) Point 7; (<b>h</b>) Point 8.</p>
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<p>Log of spectra power vs. wavenumber of (<b>a</b>) Point 1; (<b>b</b>) Point 2; (<b>c</b>) Point 3; (<b>d</b>) Point 4; (<b>e</b>) Point 5; (<b>f</b>) Point 6; (<b>g</b>) Point 7; (<b>h</b>) Point 8.</p>
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<p>(<b>a</b>) Depth to shallow source map; (<b>b</b>) Depth to deep source map.</p>
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<p>The red region indicates the extension of the granite body passing through the deep and shallow sources. The white dash line shows the downward basin depression.</p>
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<p>(<b>a</b>) Line A-A’; (<b>b</b>) Line B-B’; (<b>c</b>) Line C-C’; (<b>d</b>) Line D-D’.</p>
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25 pages, 7869 KiB  
Article
Integrated Geophysics and Geomatics Surveys in the Valley of the Kings
by Francesco Porcelli, Luigi Sambuelli, Cesare Comina, Antonia Spanò, Andrea Lingua, Alessio Calantropio, Gianluca Catanzariti, Filiberto Chiabrando, Federico Fischanger, Paolo Maschio, Ahmed Ellaithy, Giulia Airoldi and Valeria De Ruvo
Sensors 2020, 20(6), 1552; https://doi.org/10.3390/s20061552 - 11 Mar 2020
Cited by 14 | Viewed by 9074
Abstract
Recent results within the framework of the collaborative project The Complete Geophysical Survey of the Valley of the Kings (VOK) (Luxor, Egypt) are reported in this article. In October 2018, a team of geomatics and geophysics researchers coordinated by the Polytechnic University of [...] Read more.
Recent results within the framework of the collaborative project The Complete Geophysical Survey of the Valley of the Kings (VOK) (Luxor, Egypt) are reported in this article. In October 2018, a team of geomatics and geophysics researchers coordinated by the Polytechnic University of Turin worked side by side in the VOK. Topographic measurements in support of geophysical surveys and the achievement of a very large-scale 3D map of the Eastern VOK were the two main objectives of the geomatics campaign. Innovative 3D metric technologies and methods, based on terrestrial laser scanning (both static and mobile) and close-range photogrammetry were employed by the Geomatics team. The geophysical campaign focused on the acquisition of Electrical Resistivity Tomography (ERT), Ground Penetrating Radar (GPR) and high spatial density Geomagnetic (GM) data. ERT new data around KV62, both inverted in 2D sections and added to the previous ones to perform a new global 3D inversion, confirm the previous results showing both conductive and resistive anomalies that have to be explained. GPR timeslices showed some interesting features in the area in front of the KV2 entrance where GM gradient map also presents localized anomalies. In the area SSW of the KV2 the GM gradient maps evidenced also a large semicircular anomaly which, up to now, has no explanation. The potentialities of using magnetic techniques as a complement to other non-invasive techniques in the search for structures of archeological significance have been explored. The application of modern and innovative methods of 3D metric survey enabled to achieve a complete 3D mapping of what is currently visible in the valley. The integration of 2D/3D mapping data concerning visible elements and hypothetical anomalies, together with the recovering in the same global reference system of underground documentation pertaining to the Theban Mapping Project, prefigure the enhancement of multi-temporal site representation. This strategy enables the fruition development of the already discovered archaeological heritage, using modern criteria of valorization and conservation. Full article
(This article belongs to the Special Issue Geophysics and Remote Sensing in Archaeology and Monumental Heritage)
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<p>The Valley of Kings (VOK) in Luxor: (<b>a</b>) VOK location in UTM (source Google Earth). (<b>b</b>) The measured topographic network (red triangles) and the localization of Ground Control Points (black and white markers) derived from total station measurements, superimposed to the Sheet 1/70, KV and WV extracted from the Atlas of the Theban Mapping Project (TMP), page 13, Plan 1:2500, Contour interval 10 m.</p>
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<p>Laser scanning survey: (<b>a</b>) position of each of the acquired TLS scans (blue dots), superimposed to the Sheet 1/70, KV and WV extracted from the Atlas of the TMP, page 13, Plan 1:2500, Contour interval 10 m. (<b>b</b>) The registration process of the scans groups performed via the software Faro SCENE.</p>
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<p>Image of the resulting merged point clouds (102 single scans) with more than 2 billion of points, and with superimposed visiting paths (open and closed).</p>
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<p>General map of the more than thirty scan trajectories acquired by the MMS platform in the VOK. Different colors represent different surveyed paths.</p>
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<p>Mobile Mapping System survey: (<b>a</b>) the plan view of several registered point clouds acquired by MMS (b,c) Some views of the 3D model, in shaded features (<b>b</b>) and with the trajectory (<b>c</b>).</p>
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<p>The position of the estimated camera centers after the photogrammetric block orientation, superimposed on the orthophoto generated from the subsequent photogrammetric process.</p>
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<p>A picture presenting the different 3D photogrammetric products: Sparse point cloud (<b>a</b>) dense point cloud (<b>b</b>), triangulated mesh (<b>c</b>).</p>
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<p>Map of the geophysical surveys performed in the area which contribute to the presented results. The different colored lines refer to the different Electrical Resistivity Tomography (ERT) surveys executed.</p>
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<p>Example of processing step effects on a single radargram.</p>
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<p>Orthophoto generated from the terrestrial photogrammetry dataset (<b>a</b>); Digital Elevation Model (DEM) with contour lines generated from the TLS dataset (<b>b</b>).</p>
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<p>Different survey products and underground tombs derived from the Theban mapping project sheets integrated into the Geographic Information System (GIS) environment. (<b>a</b>) Sheet 5/70, KV (3/4) extracted from the Atlas of the TMP, page 21, with superimposed the new global grid (50 m interval), Plan 1:400, Contour interval 2 m; (<b>b</b>) the corresponding area with the up-to-date geoinformation in GIS environment, Plan 1:100, contour interval 1 m, same global grid as on the left.</p>
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<p>Zooming in from the <a href="#sensors-20-01552-f011" class="html-fig">Figure 11</a>, upgraded mapping of modern artifacts concerning the entrance of KV11 (<b>a</b>) and KV55 (<b>b</b>) in comparison with the Theban Mapping Project.</p>
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<p>Virtual visit of VOK: (<b>a</b>) interactive Web presentations of the high-resolution 3D model; (<b>b</b>) hot-Spot function embedded in the 3D viewer.</p>
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<p>Results from ERT surveys: (<b>a</b>) and (<b>b</b>) representative cross-section of the 3D model over the KV62 tomb (a from 2017 surveys and b from 2018 surveys); (<b>c</b>) the electric resistivity variation reconstructed by ERT-4 and comparison with known voids. The electric resistivity variation reconstructed by ERT-2 and -3 shown by representative maps (<b>d</b>) and their associated cross-sections (<b>e</b>). Dashed white lines show where each map and its vertical section intersect.</p>
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<p>Results of GPR time slice overlay analysis over and around the KV2-A area. In (<b>a</b>) and (<b>b</b>) a sequence of time slices for two representative depth ranges is reported. In (<b>c</b>) and (<b>d</b>) a focus on the area in front of KV2 with: a time slice for a representative depth range (c) and the corresponding cross-section S2 (d) showing the distribution at depth of the main anomalies.</p>
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<p>VGTMF map (local coordinates system) of (<b>a</b>) MAG-3 and (<b>b</b>) MAG-2 areas. The left color scale refers to MAG-2, the right color scale refers to MAG-3. The color scales have different ranges to enhance the peculiarity of the two areas. In (<b>c</b>) the same VGTMF maps are integrated in the geomatics GIS environment (georeferenced in the UTM WGS 84 system).</p>
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17 pages, 9140 KiB  
Article
Factors Affecting the Installation Potential of Ground Source Heat Pump Systems: A Comparative Study for the Sendai Plain and Aizu Basin, Japan
by Shohei Kaneko, Youhei Uchida, Gaurav Shrestha, Takeshi Ishihara and Mayumi Yoshioka
Energies 2018, 11(10), 2860; https://doi.org/10.3390/en11102860 - 22 Oct 2018
Cited by 5 | Viewed by 3054
Abstract
Evaluating the installation potential of ground source heat pump (GSHP) systems based on the hydrogeological condition of an area is important for the installation and sustainable use of the system. This work is the first to have compared the distributions of heat exchange [...] Read more.
Evaluating the installation potential of ground source heat pump (GSHP) systems based on the hydrogeological condition of an area is important for the installation and sustainable use of the system. This work is the first to have compared the distributions of heat exchange rate in the Sendai Plain and Aizu Basin (Japan) in terms of topographical and hydrogeological conditions. A regional groundwater flow and heat transport model was constructed for the Sendai Plain. Suitability assessment was conducted for an identical closed-loop system by preparing the distribution maps of heat exchange rate for space heating for the plain and basin. For both locations, the upstream area showed a higher heat exchange rate than the downstream area. Multiple regression analysis was conducted using heat exchange rate as a response variable. Average groundwater flow velocity and average subsurface temperature were considered as explanatory variables. The heat exchange rate for the plain, whose Péclet number ranged from 3.5 × 10−3–7.3 × 10−2, was affected by groundwater flow velocity and subsurface temperature. The exchange rate for the basin, whose Péclet number ranged from 8.5 × 10−2–5.8 × 10−1, was affected by groundwater flow velocity. Inland basins are likely to be more suitable for GSHP system installation utilizing groundwater flow than coastal plains in terms of inclination of slope. This study showed that multiple regression analysis can reveal factors affecting the heat exchange rate as well as the degree to which they affect it. Full article
(This article belongs to the Section A: Sustainable Energy)
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<p>Study area and modeled area. The relief map and elevation data are drawn using the 10-m grid digital elevation map sourced from the Geospatial Information Authority of Japan (GSI).</p>
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<p>3D groundwater flow and heat transport model of the Sendai Plain.</p>
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<p>Location of groundwater monitoring wells in the Sendai Plain.</p>
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<p>Comparison of measured hydraulic heads with calculated values.</p>
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<p>Comparison of measured subsurface temperature profiles with calculated values.</p>
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<p>Comparison of measured outlet temperature with calculated values.</p>
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<p>Locations of the ground heat exchanger (GHE) models.</p>
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<p>Distribution map of heat exchange rates for the Sendai Plain.</p>
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<p>Distribution map of average groundwater flow velocity from the surface (0 m) to 100 m depth for the Sendai Plain.</p>
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<p>Distribution map of average subsurface temperature from the surface (0 m) to 100 m depth for the Sendai Plain.</p>
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<p>Distribution map of heat exchange rates in the Aizu Basin quoted from Shrestha et al. [<a href="#B19-energies-11-02860" class="html-bibr">19</a>].</p>
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<p>Results of the regression analysis. Relationship between average groundwater flow velocity and heat exchange rate for the (<b>a</b>) Sendai Plain and (<b>b</b>) Aizu Basin. Relationship between average subsurface temperature and heat exchange rate for the (<b>c</b>) Sendai Plain and (<b>d</b>) Aizu Basin. Results of the multiple regression analysis for the (<b>e</b>) Sendai Plain and (<b>f</b>) Aizu Basin. Data for the Aizu Basin were sourced from Shrestha et al. [<a href="#B16-energies-11-02860" class="html-bibr">16</a>].</p>
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5246 KiB  
Article
A Comparison of Terrain Indices toward Their Ability in Assisting Surface Water Mapping from Sentinel-1 Data
by Chang Huang, Ba Duy Nguyen, Shiqiang Zhang, Senmao Cao and Wolfgang Wagner
ISPRS Int. J. Geo-Inf. 2017, 6(5), 140; https://doi.org/10.3390/ijgi6050140 - 30 Apr 2017
Cited by 43 | Viewed by 8092
Abstract
The Sentinel-1 mission provides frequent coverage of global land areas and is hence able to monitor surface water dynamics at a fine spatial resolution better than any other Synthetic Aperture Radar (SAR) mission before. However, SAR data acquired by Sentinel-1 also suffer from [...] Read more.
The Sentinel-1 mission provides frequent coverage of global land areas and is hence able to monitor surface water dynamics at a fine spatial resolution better than any other Synthetic Aperture Radar (SAR) mission before. However, SAR data acquired by Sentinel-1 also suffer from terrain effects when being used for mapping surface water, just as other SAR data do. Terrain indices derived from Digital Elevation Models (DEMs) are easy but effective approaches to reduce this kind of interference, considering the close relationship between surface water movement and topography. This study compares two popular terrain indices, namely the Multi-resolution Valley Bottom Flatness (MrVBF) and the Height Above Nearest Drainage (HAND), toward their performance on assisting surface water mapping using Sentinel-1 SAR data. Four study sites with different terrain characteristics were selected to cover a very wide range of topographic conditions. For two of these sites that are floodplain dominated, both normal and flooded scenarios were examined. MrVBF and HAND values for the whole study areas, as well as statistics of these values within water areas were compared. The sensitivity of applying different thresholds for MrVBF and HAND to mask out terrain effect was investigated by adopting quantity disagreement and allocation disagreement as the accuracy indicators. It was found that both indices help improve water mapping, reducing the total disagreement by as much as 1.6%. The HAND index performs slightly better in most of the study cases, with less sensitivity to thresholding. MrVBF classifies low-lying areas with more details, which sometimes makes it more effective in eliminating false water bodies in rugged terrain. It is therefore recommended to use HAND for large scale or global scale water mapping. However, for water detection in complex terrain areas, MrVBF also performs very well. Full article
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<p>Study sites and their locations.</p>
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<p>Flowchart of Multi-resolution Valley Bottom Flatness (MrVBF) calculation. DEM, Digital Elevation Model.</p>
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<p>Flowchart of Height Above Nearest Drainage (HAND) calculation.</p>
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<p>One arc-second (1s) and three arc-second (3s) Shuttle Radar Topographic Mission (SRTM) DEM data for all four study sites, along with MrVBF and HAND images derived from them.</p>
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<p>Histograms of normalized MrVBF and HAND images.</p>
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<p>Scatterplots of normalized MrVBF and HAND values.</p>
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<p>Boxplots of MrVBF and HAND values in water areas.</p>
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<p>Disagreement of 3s terrain indices masked results for different study cases, disagreement of non-masked results (constant horizontal line) were shown for reference.</p>
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<p>Water maps from VH polarization based on 3s terrain index masking using optimal thresholds, together with no terrain masking and actual water maps.</p>
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1652 KiB  
Article
Demonstration of Two Portable Scanning LiDAR Systems Flown at Low-Altitude for Investigating Coastal Sea Surface Topography
by Julian Vrbancich, Wolfgang Lieff and Jorg Hacker
Remote Sens. 2011, 3(9), 1983-2001; https://doi.org/10.3390/rs3091983 - 2 Sep 2011
Cited by 18 | Viewed by 7969
Abstract
We demonstrate the efficacy of a commercial portable 2D laser scanner (operating at a wavelength close to 1,000 nm) deployed from a fixed-wing aircraft for measuring the sea surface topography and wave profiles over coastal waters. The LiDAR instrumentation enabled simultaneous measurements of [...] Read more.
We demonstrate the efficacy of a commercial portable 2D laser scanner (operating at a wavelength close to 1,000 nm) deployed from a fixed-wing aircraft for measuring the sea surface topography and wave profiles over coastal waters. The LiDAR instrumentation enabled simultaneous measurements of the 2D laser scanner with two independent inertial navigation units, and also simultaneous measurements with a more advanced 2D laser scanner (operating at a wavelength near 1,500 nm). The latter scanner is used routinely for accurately measuring terrestrial topography and was used as a benchmark in this study. We present examples of sea surface topography and wave profiles based on low altitude surveys (< ~300 m) over coastal waters in the vicinity of Cape de Couedic, Kangaroo Island, South Australia and over the surf zone adjacent to the mouth of the Murray River, South Australia. Relative wave heights in the former survey are shown to be consistent with relative wave heights observed from a waverider buoy located near Cape de Couedic during the LiDAR survey. The sea surface topography of waves in the surf zone was successfully mapped with both laser scanners resolving relative wave height variations and fine structure of the sea surface to within approximately 10 cm. A topographic map of the sea surface referenced to the airborne sensor frame transforms to an accurate altimetry map which may be used with airborne electromagnetic instrumentation to provide an averaged altimetry covering a portion of the larger electromagnetic footprint. This averaged altimetry is deemed to be significantly more reliable as a measurement of altimetry than spot measurements using a nadir-looking laser altimeter and would therefore improve upon the use of airborne electromagnetic methods for bathymetric mapping in surf-zone waters. The aperture range of the scanner does not necessarily determine the swath. We observed that instead, the maximum swath at a given altitude was limited by the angle of incidence of the laser at the water surface. Full article
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<p>Location of survey areas on Australia’s coastline. Inset: A, Cape de Couedic located on south-west tip of Kangaroo Island (see first figure in <a href="#sec3dot3-remotesensing-03-01983" class="html-sec">Section 3.3</a> for detail); B, mouth of Murray River area (see first Figure in <a href="#sec3dot1-remotesensing-03-01983" class="html-sec">Section 3.1</a> for detail).</p>
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<p>Experimental set-up on port and starboard wing pods.</p>
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<p>Instrumentation configuration: (<b>a</b>) Port pod assembly: (A), Q560 scanner; (B), RT3003 GPS-IMU; (C), data logger; and (<b>b</b>) Starboard pod assembly: (A), Q240 scanner; (B), HG1700 AG58 IMU; (C), NovAtel OEM4 GPS; (D), RT3003 GPS-IMU; (E), data logger; (F), LD90 altimeter.</p>
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<p>Surf zone, Mouth of the Murray River during the LiDAR survey (10 May 2007). The mouth of the Murray River is located at “X”, the Coorong Channel is located at “Y”.</p>
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<p>Mouth of Murray River and Coorong area, South Australia. Flight Sections 1–3: Q240; Sections 4 and 5: Q560 (see text). 2,000 m grid spacing (WGS84, SUTM53).</p>
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<p>Three contiguous sections of sea surface topography (Q240-OEM4-HG1700 AG58 IMU data) in the surf zone. Color scale refers to height (m) above ellipsoid and applies to all three images. Top (linear extent ~1,580 m, width ~105 m), middle (linear extent ~1,825 m, width ~150 m) and bottom (linear extent ~1,835 m, width ~155 m) tiles refer to polygons 1, 2, and 3 in <a href="#remotesensing-03-01983-f005" class="html-fig">Figure 5</a> respectively.</p>
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<p>Sea surface profiles (height (m) above ellipsoid) in surf zone, mouth of Murray River. Left: Line 4 (<a href="#remotesensing-03-01983-f006" class="html-fig">Figure 6</a>, middle); Right: Line 2 (<a href="#remotesensing-03-01983-f006" class="html-fig">Figure 6</a>, top). Blue: Q240-OEM4-HG1700 AG58 IMU; green: Q240-RT3003; red: Q240-RT3003 with GPS precise point positioning post-processing.</p>
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<p>Two contiguous sections of sea surface topography (Q560-RT3003 data) in the surf zone. Color scale refers to height (m) above ellipsoid and applies to both images. Images top (linear extent ~1,135 m, width ~165 m) and bottom (linear extent ~1,360 m, width ~155 m) refer to polygons 4 and 5 (<a href="#remotesensing-03-01983-f005" class="html-fig">Figure 5</a>) respectively.</p>
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<p>Sea surface profiles (height (m) above ellipsoid) in surf zone, mouth of Murray River. Left panel: Line 11 (<a href="#remotesensing-03-01983-f008" class="html-fig">Figure 8</a>, top); right panel: Line 17 (<a href="#remotesensing-03-01983-f008" class="html-fig">Figure 8</a>, bottom). Green: Q560-RT3003; red: Q240-OEM4-HG1700 AG58 IMU. Note the different scales and relative displacements on the vertical axes. The difference in absolute height is caused by different estimates of GPS height in the single point GPS positioning obtained from the two different GPS receivers.</p>
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<p>Altimetry map—Height of Q240 LiDAR above the sea surface (see <a href="#remotesensing-03-01983-f006" class="html-fig">Figure 6</a> (top panel) for equivalent sea surface topography map); (linear extent ~1,580 m, width ~105 m): covering polygon 1, <a href="#remotesensing-03-01983-f005" class="html-fig">Figure 5</a>. The color scale bar shows the altitude in meters.</p>
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<p>Cape de Couedic, Kangaroo Island, South Australia. Flight Sections A, B, C (see text). The square symbol shows the location of the waverider buoy. 4,000 m grid spacing (WGS84, SUTM53).</p>
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<p>Cape de Couedic waverider buoy time series: relative wave height over a 10 min sample.</p>
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<p>Section of sea surface topography (Flight Section A, <a href="#remotesensing-03-01983-f011" class="html-fig">Figure 11</a>), Cape de Couedic, in vicinity of waverider buoy (646,000 mE, 6,007,000 mN, WGS84, SUTM53) located approximately 750 m due south of the south-west edge of the topographic grid. Q240-NovAtel OEM4-Honeywell HG1700 AG58 IMU data. Grid spacing: 500 m. Color scale bar: meters relative to WGS84 ellipsoid. Mean altimetry: 475 m (±17 m standard deviation). Swath: ~ 160–200 m.</p>
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<p>Profile of sea surface (relative to WGS84 ellipsoid) along track located approximately midway along the topographic grid shown in <a href="#remotesensing-03-01983-f013" class="html-fig">Figure 13</a>.</p>
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<p>Section of sea surface topography, Weirs Cove (Flight Section B, <a href="#remotesensing-03-01983-f011" class="html-fig">Figure 11</a>), between Kirkpatrick Point (Remarkable Rocks) to the east (50 m above sea level), and a headland adjacent to Cape de Couedic to the west (80 m above sea level). Q240 – NovAtel OEM4 – Honeywell HG1700 AG58 IMU data. Datum: WGS84, SUTM53. Grid spacing: 500 m. Color scale bar: meters relative to WGS84 ellipsoid. Mean altimetry: 275 m (±5 m standard deviation). Swath over seawater: ~170 m.</p>
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<p>Section of sea surface topography between Kirkpatrick Point (Remarkable Rocks) to the west (50 m above sea level), and Sanderson Bay to the east (Flight Section C, <a href="#remotesensing-03-01983-f011" class="html-fig">Figure 11</a>). Q240-HG1700 AG58 IMU data. Datum: WGS84, SUTM53. Grid spacing: 500 m. Color scale bar: meters relative to WGS84 ellipsoid. Mean altimetry over seawater: 304 m (±8 m standard deviation).</p>
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