Geospatial Monitoring with Hyperspatial Point Clouds

Special Issue Editors


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Guest Editor
School of Civil and Construction Engineering, Oregon State University, Corvallis, OR, USA
Interests: terrestrial laser scanning; geohazard mapping and monitoring; point cloud processing algorithms; terrain modeling; structure-from-motion photogrammetry; digital infrastructure asset management;

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Guest Editor
School of Engineering and Computing Sciences, Texas A&M University-Corpus Christi, Corpus Christi, TX, USA
Interests: structure-from-motion photogrammetry; lidar systems and 3D data processing; unmanned aircraft systems; coastal geomatics; machine learning

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Guest Editor
Civil & Environmental Engineering, University of Houston, Houston, TX 77004, USA
Interests: kinematic remote sensing system integration and calibration; LiDAR processing and analysis; 3D change detection; open source software development
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Special Issue Information

Dear Colleagues,

In recent years, the capabilities and applications of advanced geospatial technologies—such as 3D laser scanning (i.e., lidar), structure from motion, multi-view stereo, photogrammetry, etc.—to support the spatio-temporal monitoring of the natural and built environment have exploded. These systems have become more portable, flexible, faster, and produce hyperspatial (sub-meter) point cloud data of higher quality in terms of resolution and precision. Example applications include geohazards (e.g., landslides, rockfall, seismic/tectonics, glacial degradation, and coastal erosion), ecosystems and biodiversity (e.g., forest biomass, post-fire regrowth, and habitat), infrastructure condition monitoring, and structural heath monitoring.   

The assortment of sensors used for these purposes have diverse specifications for range, resolution, and accuracy. While these systems provide data of high quality in terms of measurement precision and resolution, there are many challenges if applying these systems to monitoring applications. First, point density and occlusions can vary substantially across the datasets, resulting in difficulties applying processing workflows developed for other remote sensing technologies that produce more uniform and consistent datasets. Second, these systems rapidly produce immense amounts of data that often need to be aggressively downsampled in order to be utilized in the conventional analysis programs specific to many of the applications; this constrains the ability to detect small trends and subtle changes. Third, many analysis algorithms are not suited to handle the rich 3D geometric data provided by these sensors and often reduce the data to 2D, which can result in distortions. Further, a variety of workflows are used for different stages of data processing that can result in systematic biases in the data. Lastly, the data quality can vary substantially with the sensors utilized, and the georeferencing methods employed and monitoring results are highly dependent on rigorous geodetic control and procedures. These challenges significantly affect the ability to reliably use point clouds for monitoring applications. Further, the high processing burden can limit the timeliness and value of the monitoring information provided in point clouds.

Fortunately, many promising solutions are emerging through point cloud research in the various communities utilizing these sensors for monitoring. Another key opportunity and challenge lies in the versatility of the technologies being utilized by a wide range of communities for different monitoring applications. As a result, research developing techniques and validating them through case studies are scattered across these disciplines and often this information is redeveloped by other communities. However, this versatility presents a unique opportunity to synthesize and integrate these experiences and expertise across these disciplines as a broader geospatial community.

To this end, this Special Issue promotes new and innovative field procedures, data acquisition techniques, data processing and analysis algorithms to support monitoring, combined sensor or geospatial data integration, and uncertainty modelling for improved monitoring with point clouds. We invite submissions of either original technical papers or high-quality review papers that shed new light on a particular perspective of geospatial monitoring with point clouds. Contributions that develop techniques relevant to monitoring (e.g., point cloud classification) are welcome, but should provide a clear application to monitoring rather than presenting a generic approach. Likewise, monitoring applications that do not utilize a point cloud in some form will not be considered for the Special Issue. We encourage you to participate in this important Special Issue and hope to see your contribution!

Assoc. Prof. Michael James Olsen
Assoc. Prof. Michael Starek
Assoc. Prof. Craig Glennie
Guest Editors

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Keywords

  • Hazard monitoring such as earthquakes/tectonics, hurricanes, landslides, coastal change, ecosystems, etc
  • Post-disaster reconnaissance and forensic investigations
  • Infrastructure condition assessment and monitoring
  • Ecosystem and habitat monitoring
  • Traffic monitoring
  • Autonomous systems for novel 3D monitoring applications
  • Structural health monitoring with geospatial technologies
  • Multi-sensor fusion (e.g., unmanned aircraft systems, UAS, SfM photogrammetry combined with terrestrial laser scanning)
  • Novel surveying and geodetic control procedures to support monitoring applications
  • Point cloud data to validate numerical/analytical modeling of deformation
  • Deformation/change detection and analysis algorithms and techniques
  • Uncertainty modeling, particularly in terms of the uncertainty present in the deformation analysis when comparing multiple epochs of data
  • 3D data processing and machine learning for point cloud classification relevant to monitoring

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Published Papers (5 papers)

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Research

29 pages, 15561 KiB  
Article
Concrete Preliminary Damage Inspection by Classification of Terrestrial Laser Scanner Point Clouds through Systematic Threshold Definition
by Zahra Hadavandsiri, Derek D. Lichti, Adam Jahraus and David Jarron
ISPRS Int. J. Geo-Inf. 2019, 8(12), 585; https://doi.org/10.3390/ijgi8120585 - 13 Dec 2019
Cited by 13 | Viewed by 4072
Abstract
This paper presents a novel approach for automatic, preliminary detection of damage in concrete structures using ground-based terrestrial laser scanners. The method is based on computation of defect-sensitive features such as the surface curvature, since the surface roughness changes strongly if an area [...] Read more.
This paper presents a novel approach for automatic, preliminary detection of damage in concrete structures using ground-based terrestrial laser scanners. The method is based on computation of defect-sensitive features such as the surface curvature, since the surface roughness changes strongly if an area is affected by damage. A robust version of principal component analysis (PCA) classification is proposed to distinguish between structural damage and outliers present in the laser scanning data. Numerical simulations were conducted to develop a systematic point-wise defect classifier that automatically diagnoses the location of superficial damage on the investigated region. The method provides a complete picture of the surface health of concrete structures. It has been tested on two real datasets: a concrete heritage aqueduct in Brooks, Alberta, Canada; and a civil pedestrian concrete structure. The experiment results demonstrate the validity and accuracy of the proposed systematic framework for detecting and localizing areas of damage as small as 1 cm or less. Full article
(This article belongs to the Special Issue Geospatial Monitoring with Hyperspatial Point Clouds)
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25 pages, 12340 KiB  
Article
Evaluation of Uncrewed Aircraft Systems’ Lidar Data Quality
by Benjamin J. Babbel, Michael J. Olsen, Erzhuo Che, Ben A. Leshchinsky, Chase Simpson and Jake Dafni
ISPRS Int. J. Geo-Inf. 2019, 8(12), 532; https://doi.org/10.3390/ijgi8120532 - 27 Nov 2019
Cited by 10 | Viewed by 4982
Abstract
Uncrewed aircraft systems (UASs) with integrated light detection and ranging (lidar) technology are becoming an increasingly popular and efficient remote sensing method for mapping. Due to its quick deployment and comparatively inexpensive cost, uncrewed laser scanning (ULS) can be a desirable solution to [...] Read more.
Uncrewed aircraft systems (UASs) with integrated light detection and ranging (lidar) technology are becoming an increasingly popular and efficient remote sensing method for mapping. Due to its quick deployment and comparatively inexpensive cost, uncrewed laser scanning (ULS) can be a desirable solution to conduct topographic surveys for areas sized on the order of square kilometers compared to the more prevalent and mature method of airborne laser scanning (ALS) used to map larger areas. This paper rigorously assesses the accuracy and quality of a ULS system with comparisons to terrestrial laser scanning (TLS) data, total station (TS) measurements, and Global Navigation Satellite System (GNSS) check points. Both the TLS and TS technologies are ideal for this assessment due to their high accuracy and precision. Data for this analysis were collected over a period of two days to map a landslide complex in Mulino, Oregon. Results show that the digital elevation model (DEM) produced from the ULS had overall vertical accuracies of approximately 6 and 13 cm at 95% confidence when compared to the TS cross-sections for the road surface only and road and vegetated surfaces, respectively. When compared to the TLS data, overall biases of −2.4, 1.1, and −2.7 cm were observed in X, Y, and Z with a 3D RMS difference of 8.8 cm. Additional qualitative and quantitative assessments discussed in this paper show that ULS can provide highly accurate topographic data, which can be used for a wide variety of applications. However, further research could improve the overall accuracy and efficiency of the cloud-to-cloud swath adjustment and calibration processes for georeferencing the ULS point cloud. Full article
(This article belongs to the Special Issue Geospatial Monitoring with Hyperspatial Point Clouds)
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27 pages, 4840 KiB  
Article
Non-Temporal Point Cloud Analysis for Surface Damage in Civil Structures
by Mohammad Ebrahim Mohammadi, Richard L. Wood and Christine E. Wittich
ISPRS Int. J. Geo-Inf. 2019, 8(12), 527; https://doi.org/10.3390/ijgi8120527 - 26 Nov 2019
Cited by 21 | Viewed by 3738
Abstract
Assessment and evaluation of damage in civil infrastructure is most often conducted visually, despite its subjectivity and qualitative nature in locating and verifying damaged areas. This study aims to present a new workflow to analyze non-temporal point clouds to objectively identify surface damage, [...] Read more.
Assessment and evaluation of damage in civil infrastructure is most often conducted visually, despite its subjectivity and qualitative nature in locating and verifying damaged areas. This study aims to present a new workflow to analyze non-temporal point clouds to objectively identify surface damage, defects, cracks, and other anomalies based solely on geometric surface descriptors that are irrespective of point clouds’ underlying geometry. Non-temporal, in this case, refers to a single dataset, which is not relying on a change detection approach. The developed method utilizes vertex normal, surface variation, and curvature as three distinct surface descriptors to locate the likely damaged areas. Two synthetic datasets with planar and cylindrical geometries with known ground truth damage were created and used to test the developed workflow. In addition, the developed method was further validated on three real-world point cloud datasets using lidar and structure-from-motion techniques, which represented different underlying geometries and exhibited varying severity and mechanisms of damage. The analysis of the synthetic datasets demonstrated the robustness of the proposed damage detection method to classify vertices as surface damage with high recall and precision rates and a low false-positive rate. The real-world datasets illustrated the scalability of the damage detection method and its ability to classify areas as damaged and undamaged at the centimeter level. Moreover, the output classification of the damage detection method automatically bins the damaged vertices into different confidence intervals for further classification of detected likely damaged areas. Moving forward, the presented workflow can be used to bolster structural inspections by reducing subjectivity, enhancing reliability, and improving quantification in surface-evident damage. Full article
(This article belongs to the Special Issue Geospatial Monitoring with Hyperspatial Point Clouds)
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23 pages, 8463 KiB  
Article
Ensemble Neural Networks for Modeling DEM Error
by Chuyen Nguyen, Michael J. Starek, Philippe E. Tissot, Xiaopeng Cai and James Gibeaut
ISPRS Int. J. Geo-Inf. 2019, 8(10), 444; https://doi.org/10.3390/ijgi8100444 - 9 Oct 2019
Cited by 2 | Viewed by 3320
Abstract
Digital elevation models (DEMs) have become ubiquitous and remarkably effective in the field of earth sciences as a tool to characterize surface topography. All DEMs have a degree of inherent error and uncertainty that is propagated to subsequent models and analyses, which can [...] Read more.
Digital elevation models (DEMs) have become ubiquitous and remarkably effective in the field of earth sciences as a tool to characterize surface topography. All DEMs have a degree of inherent error and uncertainty that is propagated to subsequent models and analyses, which can lead to misinterpretation and inaccurate estimates. A new method was developed to estimate local DEM errors and implement corrections while quantifying the uncertainties of the implemented corrections. The method is based on the flexibility and ability to model complex problems with ensemble neural networks (ENNs). The method was developed to be applied to any DEM created from a corresponding set of elevation points (point cloud) and a set of ground truth measurements. The method was developed and tested using hyperspatial resolution terrestrial laser scanning (TLS) data (sub-centimeter point spacing) collected from a marsh site located along the southern portion of the Texas Gulf Coast, USA. ENNs improve the overall DEM accuracy in the study area by 68% for six model inputs and by 75% for 12 model inputs corresponding to root mean square errors (RMSEs) of 0.056 and 0.045 m, respectively. The 12-input model provides more accurate tolerance interval estimates, particularly for vegetated areas. The accuracy of the method is confirmed based on an independent data set. Although the method still underestimates the 95% tolerance interval, 8% below the 95% target, results show that it is able to quantify the spatial variability in uncertainties due to a relationship between vegetation/land cover and accuracy of the DEM for the study area. There are still opportunities and challenges in improving and confirming the applicability of this method for different study sites and data sets. Full article
(This article belongs to the Special Issue Geospatial Monitoring with Hyperspatial Point Clouds)
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24 pages, 8873 KiB  
Article
UAV Photogrammetry-Based 3D Road Distress Detection
by Yumin Tan and Yunxin Li
ISPRS Int. J. Geo-Inf. 2019, 8(9), 409; https://doi.org/10.3390/ijgi8090409 - 12 Sep 2019
Cited by 78 | Viewed by 8867
Abstract
The timely and proper rehabilitation of damaged roads is essential for road maintenance, and an effective method to detect road surface distress with high efficiency and low cost is urgently needed. Meanwhile, unmanned aerial vehicles (UAVs), with the advantages of high flexibility, low [...] Read more.
The timely and proper rehabilitation of damaged roads is essential for road maintenance, and an effective method to detect road surface distress with high efficiency and low cost is urgently needed. Meanwhile, unmanned aerial vehicles (UAVs), with the advantages of high flexibility, low cost, and easy maneuverability, are a new fascinating choice for road condition monitoring. In this paper, road images from UAV oblique photogrammetry are used to reconstruct road three-dimensional (3D) models, from which road pavement distress is automatically detected and the corresponding dimensions are extracted using the developed algorithm. Compared with a field survey, the detection result presents a high precision with an error of around 1 cm in the height dimension for most cases, demonstrating the potential of the proposed method for future engineering practice. Full article
(This article belongs to the Special Issue Geospatial Monitoring with Hyperspatial Point Clouds)
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