Digital Outcrop Modelling Using “Structure-From- Motion” Photogrammetry: Acquisition Strategies, Validation and Interpretations to Different T Sedimentary Environments
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Assessing the Accuracy of Underwater Photogrammetry for Archaeology
Journal of Marine Science and Engineering Article Assessing the Accuracy of Underwater Photogrammetry for Archaeology: A Comparison of Structure from Motion Photogrammetry and Real Time Kinematic Survey at the East Key Construction Wreck Anne E. Wright 1,* , David L. Conlin 1 and Steven M. Shope 2 1 National Park Service Submerged Resources Center, Lakewood, CO 80228, USA; [email protected] 2 Sandia Research Corporation, Mesa, AZ 85207, USA; [email protected] * Correspondence: [email protected] Received: 17 September 2020; Accepted: 19 October 2020; Published: 28 October 2020 Abstract: The National Park Service (NPS) Submerged Resources Center (SRC) documented the East Key Construction Wreck in Dry Tortugas National Park using Structure from Motion photogrammetry, traditional archaeological hand mapping, and real time kinematic GPS (Global Positioning System) survey to test the accuracy of and establish a baseline “worst case scenario” for 3D models created with NPS SRC’s tri-camera photogrammetry system, SeaArray. The data sets were compared using statistical analysis to determine accuracy and precision. Additionally, the team evaluated the amount of time and resources necessary to produce an acceptably accurate photogrammetry model that can be used for a variety of archaeological functions, including site monitoring and interpretation. Through statistical analysis, the team determined that, in the worst case scenario, in its current iteration, photogrammetry models created with SeaArray have a margin of error of 5.29 cm at a site over 84 m in length and 65 m in width. This paper discusses the design of the survey, acquisition and processing of data, analysis, issues encountered, and plans to improve the accuracy of the SeaArray photogrammetry system. -
Aerial Photogrammetry and Terrestrial (Close Range) Photogrammetry
Introduction Photogrammetry is a surveying and mapping technique which can be used in various applications. There are many uses of Photogrammetry in the surveying industry such as topographic mapping, site planning, earthwork volumes, production of digital elevation models (DEM) and orthphotography maps. It is also useful in a vast selection of industries such as architecture, manufacturing, police investigation, and even plastic surgery. The word “photogrammetry” is composed of the words “photo” and “meter” which means measurements from photographs. The classical definition of photogrammetry is: The art, science and technology of obtaining reliable information about physical objects and the environment, through processes of recording, measuring, and interpreting images on photographs. (www.state.nj.us/transportation/eng/documents/survey/Chapter7.shtm) Photogrammetry is a skilled profession for the reason that obtaining reliable measurements requires certain skills, techniques and judgments to be made by the Photogrammetrist and experience is an advantage. It is a science and technology because it takes information from an image and transforms this data into meaningful results. Types of Photogrammetry There are two types of Photogrammetry, Aerial Photogrammetry and Terrestrial (Close Range) Photogrammetry. Aerial digital photogrammetry, often used in topographical mapping, begins with digital photographs or video taken from a camera mounted on the bottom of an airplane. The plane often flies over the area in a meandering flight path so it can take overlapping photographs or video of the entire area to get complete coverage. Close-range, or terrestrial, digital photogrammetry often uses photographs taken from close proximity by hand held cameras or those mounted to a tripod. -
LIME: Software for 3-D Visualization, Interpretation, and Communication of Virtual Geoscience Models Simon J
LIME: Software for 3-D visualization, interpretation, and communication of virtual geoscience models Simon J. Buckley, Kari Ringdal, Nicole Naumann, Benjamin Dolva, Tobias H. Kurz, John A. Howell, Thomas Dewez To cite this version: Simon J. Buckley, Kari Ringdal, Nicole Naumann, Benjamin Dolva, Tobias H. Kurz, et al.. LIME: Software for 3-D visualization, interpretation, and communication of virtual geoscience models. Geo- sphere, Geological Society of America, 2019, 15, pp.222-235. 10.1130/GES02002.1. hal-02380693 HAL Id: hal-02380693 https://hal.archives-ouvertes.fr/hal-02380693 Submitted on 28 Nov 2019 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Software Contribution GEOSPHERE LIME: Software for 3-D visualization, interpretation, and communication of virtual geoscience models GEOSPHERE, v. 15, no. 1 Simon J. Buckley1,2, Kari Ringdal1, Nicole Naumann1, Benjamin Dolva1, Tobias H. Kurz1, John A. Howell3, and Thomas J.B. Dewez4 1NORCE Norwegian Research Centre AS, P.O. Box 22, N-5838 Bergen, Norway https://doi.org/10.1130/GES02002.1 2Department of Earth Science, University of Bergen, P.O. Box 7803, N-5020 Bergen, Norway 3Department of Geology and Petroleum Geology, University of Aberdeen, Aberdeen AB24 3UE, UK 9 figures 4BRGM–French Geological Survey, 45060 Orléans, France CORRESPONDENCE: [email protected] ABSTRACT science, volcanology, natural hazards, hydrology, energy, infrastructure, and CITATION: Buckley, S.J., Ringdal, K., Naumann, N., Dolva, B., Kurz, T.H., Howell, J.A., and Dewez, mining). -
Photogrammetry and 3D Laser Scanning As Spatial Data Capture Techniques for a National Craniofacial Database
The Photogrammetric Record 20(109): 48–68 (March 2005) PHOTOGRAMMETRY AND 3D LASER SCANNING AS SPATIAL DATA CAPTURE TECHNIQUES FOR A NATIONAL CRANIOFACIAL DATABASE Zulkepli Majid ([email protected]) Universiti Teknologi Malaysia Albert K. Chong ([email protected]) University of Otago, New Zealand Anuar Ahmad ([email protected]) Halim Setan ([email protected]) Universiti Teknologi Malaysia Abdul Rani Samsudin ([email protected]) Universiti Sains Malaysia Abstract Photogrammetry is a non-contact, high-accuracy, practical and cost-effective technique for a large number of medical applications. Lately, three-dimensional (3D) laser scanning and digital imaging technology have raised the importance of digital photogrammetry technology to a new height in craniofacial mapping. Under the support of the Eighth Malaysian Development Plan, the Ministry of Science, Technology and the Environment (MOSTE) Malaysia allocated a grant to establish procedures for the development of a national craniofacial spatial database to assist the medical profession to provide better health services to the public. To populate the database with normal and abnormal (malformation, diseased and trauma and burn victims) craniofacial information, it is necessary to evaluate the technology needed to capture the essential data of craniofacial features. The paper provides a discussion on the basic features of the spatial data and the data capture techniques. Both are needed for the establishment of a national spatial craniofacial database. The discussion includes a brief review of the current status of two selected high-accuracy craniofacial spatial data capture techniques, namely, digital photogrammetry and 3D laser scanning. The paper highlights a system which has been developed for a Malaysian craniofacial mapping project. -
Chapter 4 Aerial Surveys
Survey Manual Chapter 4 Aerial Surveys Colorado Department of Transportation December 30, 2015 TABLE OF CONTENTS Chapter 4 – Aerial Surveys 4.1 General ............................................................................................................................................. 4 4.1.1 Acronyms found in this Chapter ................................................................................................ 4 4.1.2 Purpose of this Chapter .............................................................................................................. 5 4.1.3 Aerial Surveys ............................................................................................................................ 5 4.1.4 Aerial Photogrammetry .............................................................................................................. 5 4.1.5 Photogrammetric Advantages / Disadvantages .......................................................................... 6 4.1.6 Aerial LiDAR ............................................................................................................................. 6 4.1.7 LiDAR Advantages / Disadvantages .......................................................................................... 7 4.1.8 Pre-survey Conference – Aerial Survey ..................................................................................... 9 4.2 Ground Control for Aerial Surveys ............................................................................................ 10 4.2.1 General .................................................................................................................................... -
Applications of Photogrammetric and Computer Vision Techniques in Shake Table Testing
13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 3458 APPLICATIONS OF PHOTOGRAMMETRIC AND COMPUTER VISION TECHNIQUES IN SHAKE TABLE TESTING J.-A. BERALDIN1, C. LATOUCHE1, S.F. EL-HAKIM1, A. FILIATRAULT2 SUMMARY The paper focuses on the use of heterogeneous visual data sources in order to support the analysis of three-dimensional dynamic movement of a flexible structure subjected to an earthquake ground motion during a shake table experiment. During a shake table experiment, a great amount of data is gathered including visual recordings. In most experiments, visual information is taken without any specific analysis purpose: amateur’s pictures, video from a local TV station, analog videotapes. In fact, those sources might be meaningful and could be used for subsequent spatial analysis. The use of photogrammetric techniques is illustrated in the paper by performing a post-experiment analysis on analog videotapes that were recorded during a shake table testing of a full-scale woodframe house. INTRODUCTION This paper brings to the experimental earthquake engineering community new insights from the photogrammetric and computer vision fields. The paper focuses on the use of heterogeneous visual data sources in order to support the analysis of three-dimensional dynamic movement of a rigid or flexible structure subjected to an earthquake ground motion during a shake table experiment. During a shake table experiment, a great amount of data is gathered including visual recordings. In most experiments, visual information like those from amateur’s pictures, video from local TV stations, videotapes (digital or analog) is taken without any specific concern for the extraction of metric data in future analyses. -
Photogrammetry.Pdf
PHOTOGRAMMETRY STEREOSCOPY FLIGHT PLANNING PHOTOGRAMMETRIC DEFINITIONS GROUND CONTROL INTRODUCTION Before aerial photography and photogrammetry became a reliable mapping tool, planimetric and topographic mapping were primarily the products of the surveyor. Map compilation consisted of control computations and the compilation and assembly of field observations and measurements. Prior to World War II, photogrammetry was recognized mostly as a European science. Other than military and government use, it was not readily practiced in the private or engineering sectors of the United states. Since the domestic introduction of large scale map compilation by photogrammetric methods, the surveyor's role has continually changed in parallel with the rapid improvement of photogrammetric instrumentation and techniques. Today, a project comprising as few as five to six acres becomes an economic consideration with photogrammetric methods. It is now generally accepted that photogrammetric mapping from aerial photographs is the best mapping procedure yet developed for both large and small scale projects. It is faster and less expensive than any other method and provides more complete and accurate detail, supported by evidence that is historically retained in the wealth of detail of the aerial photograph. As versatile and diversified as photogrammetry has become so has the surveyor's role in supplying the quality foundation on which good mapping is based. It is impossible to make a map from aerial photographs without the underlying data provided by field surveys. FIELD SURVEYS Field surveys are required to: 1. Provide the basic horizontal and vertical control needed to determine the scale, azimuths, and basis of data for the photogrammetric process, 2. Provide mapping of certain desert or plain areas, sandy beaches, or snow where photographs do not show the ground surface well. -
Photogrammetric and Lidar Data Registration Using Linear Features
03-071.qxd 9/5/05 21:05 Page 699 Photogrammetric and Lidar Data Registration Using Linear Features Ayman Habib, Mwafag Ghanma, Michel Morgan, and Rami Al-Ruzouq Abstract objects in which surfaces play an important role (Habib and The enormous increase in the volume of datasets acquired Schenk, 1999). Photogrammetry is the conventional method by lidar systems is leading towards their extensive exploita- for surface reconstruction. However, lidar systems, whether tion in a variety of applications, such as, surface reconstruc- ground based, airborne, or space borne, have recently emerged tion, city modeling, and generation of perspective views. as a new technology with a promising potential towards Though being a fairly new technology, lidar has been influ- dense and accurate data capture on physical surfaces (Schenk enced by and had a significant impact on photogrammetry. and Csathó, 2002). Photogrammetry and lidar have unique Such an influence or impact can be attributed to the com- characteristics that make either technology preferable in plementary nature of the information provided by the two specific applications. For example, photogrammetry is more systems. For example, photogrammetric processing of suited for mapping heavily populated areas, while lidar is imagery produces accurate information regarding object preferable in mapping Polar Regions. However, one can space break lines (discontinuities). On the other hand, lidar observe that a negative aspect in one technology is con- provides accurate information describing homogeneous trasted by a complementary strength in the other. Therefore, physical surfaces. Hence, it proves logical to combine data integrating the two systems would prove extremely benefi- from the two sensors to arrive at a more robust and com- cial (Schenk and Csathó, 2002). -
Network Design Considerations for Non-Topographic Photogrammetry
CLIVES. FRASER* Division of Surveying Engineering The University of Calgary Calgary, Alberta T2N 1N4, Canada Network Design Considerations for Non-Topographic Photog rammetry The problems of zero-, first-, second-, and third-order network design are addressed. INTRODUCTION diagnosis is not considered. Aspects of network di- agn&is as they relate to engineering surveying are N PLANNING an optimal multi-station photogram- I metric network for some special purpose, such well covered in Alberda (1980) and Niemeier (1982), as for monitoring structural deformation or for de- and reliability considerations in close-range photo- termining the precise shape characteristics of an ob- grammetry have been addressed by Griin (1978, ject, due attention must be paid to the quality of 1980) and Torlegird (1980). the network design. Based on a given set of user Following the classification scheme of Grafarend accuracy specifications, quality is usually expressed (1974), the interrelated ~roblemsof network design in terms of the recision and reliability of the pho- can be identified as togrammetric network, but it also may include as- Zero-Order Design (zoo): the datum problem, pects of economy and testibility (Schmitt, 1981). First-Order Design (FOD) : the configuration problem, Precision is determined at the design stage as a Second-Order Design(s0~): the weight ~roblem,and function of the geometry of the network, i.e., its Third-Order Design (TOD) : the densification problem. configuration and the precision of the measure- By referring to the standard parametric model for ments involved. The observables usually comprise the self-calibrating bundle adjustment, the different ABSTRACT:In the establishment of an optimal multi-station, non-topographic pho- togrammetric network, a number of tasks need to be carried out at the planning stage. -
Petroleum Geological Analysis Based on Remote Sensing and Laser Scanning in Karamay Formation of Junggar Basin, China
E3S Web of Conferences 206, 01023 (2020) https://doi.org/10.1051/e3sconf/202020601023 ICGEC 2020 Petroleum Geological Analysis Based on Remote Sensing and laser scanning in Karamay Formation of Junggar Basin, China Qihong Zeng1, Youyan Zhang 1, Linghua Kong 2, Yong Ye 1, Yan Hu 1, Wenzhi Wang 1 and Yuanyuan Chen3* 1Research Institute of Petroleum Exploration&Development, Petro China, Beijing,100083, China 2Research Institute of Exploration and Development, Xinjiang Oilfield Company, PetroChina, Karamay, Xinjiang, 834000, China 3 University of Science and Technology LiaoNing, Anshan,114051, China Abstract. This paper uses high-precision remote sensing and laser scanning to study petroleum geological analysis methods. The research area is Karamay Formation in Junggar Basin, China. Firstly, the outcrop lithologies are identified according to our clastic rock lithology identification pattern based on laser intensity, and the regional lithologies are identified based on high-precision remote sensing images. Furthermore, we analyze the horizontal and vertical distribution characteristics of the sandbodies. At last, we analyze the area sandbody connectivity and sandbody structure characteristics. These data can provide basic information for the analysis of underground reservoirs in Karamay Formation. 1 Introduction Digital outcrop is an effective method to realize the 2 Geological background of the study research of underground reservoir analogues. The digital area outcrop based on remote sensing and ground laser scanning can study the outcrop reservoir structure The Karamay Formation and Baikouquan Formation of intuitively, quantitatively and precisely . the Triassic strata in the northwestern margin of the Lidar can quickly and accurately obtain the 3D Junggar Basin are the main productive layers, mainly information of the measured object, and establish a with coarse clastic deposits. -
Quantitative Characterization of a Naturally Fractured Reservoir Analog
Research Paper GEOSPHERE Quantitative characterization of a naturally fractured reservoir GEOSPHERE; v. 14, no. 2 analog using a hybrid lidar-gigapixel imaging approach doi:10.1130/GES01449.1 Kivanc Biber1,2, Shuhab D. Khan1, Thomas D. Seers3, Sergio Sarmiento4, and M.R. Lakshmikantha4 1 14 figures; 7 tables Department of Earth and Atmospheric Sciences, University of Houston, 4800 Calhoun Road, Houston, Texas 77004, USA 2Statoil North America, 2107 CityWest Boulevard, Houston, Texas 77042, USA 3Department of Petroleum Engineering, Texas A&M University at Qatar Engineering Building, Education City, Doha, Qatar 23874 CORRESPONDENCE: kbiber@ uh .edu 4Repsol USA, Technology Hub, 2455 Technology Forest Boulevard, The Woodlands, Texas 77381, USA CITATION: Biber, K., Khan, S.D., Seers, T.D., Sarmiento, S., and Lakshmikantha, M.R., 2018, Quantitative characterization of a naturally fractured ABSTRACT 1. INTRODUCTION reservoir analog using a hybrid lidar-gigapixel imag- ing approach: Geosphere, v. 14, no. 2, p. 710–730, The inability to accurately resolve subseismic-scale structural discontinui- Understanding the orientation distribution and spatial configuration of doi:10.1130/GES01449.1. ties such as natural fractures represents a significant source of uncertainty natural fractures is important because these structural discontinuities signifi- for subsurface modeling practices. Fracture statistics collected from outcrop cantly influence the behavior of many oil and gas reservoirs. As such, they Science Editor: Raymond M. Russo Associate Editor: Francesco Mazzarini analogs are commonly used to fill the knowledge gap to reduce the uncer- impact fluid flow (e.g., Wilson et al., 2011b) and geomechanical state of the tainty related to fracture-induced permeability anisotropy. The conventional reservoirs (e.g., Heffer, 2012; Couples, 2013). -
Low-Cost Prototype to Automate the 3D Digitization of Pieces: an Application Example and Comparison
sensors Article Low-Cost Prototype to Automate the 3D Digitization of Pieces: An Application Example and Comparison Ramón González-Merino 1, Elena Sánchez-López 2,*, Pablo E. Romero 3 , Jesús Rodero 1 and Rafael E. Hidalgo-Fernández 2 1 Technology Centre of Metal-Mechanical and Transport, Department of Visual Computing, 23700 Linares, Spain; [email protected] (R.G.-M.); [email protected] (J.R.) 2 Department of Graphic and Geomatic Engineering, Campus of Rabanales, University of Córdoba, 14014 Córdoba, Spain; [email protected] 3 Department of Mechanical Engineering, Campus of Rabanales, University of Córdoba, 14014 Córdoba, Spain; [email protected] * Correspondence: [email protected] Abstract: This work is aimed at describing the design of a mechanical and programmable 3D capturing system to be used by either 3D scanner or DSLR camera through photogrammetry. Both methods are widely used in diverse areas, from engineering, architecture or archaeology, up to the field of medicine; but they also entail certain disadvantages, such as the high costs of certain equipment, such as scanners with some precision, and the need to resort to specialized operatives, among others. The purpose of this design is to create a robust, precise and cost-effective system that improves the limitations of the present equipment on the market, such as robotic arms or rotary tables. For this reason, a preliminary study has been conducted to analyse the needs of improvement, Citation: González-Merino, R.; later, we have focused on the 3D design and prototyping. For its construction, there have been used Sánchez-López, E.; Romero, P.E.; the FDM additive technology and structural components that are easy to find in the market.