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Identifying disappeared historic buildings of port of Callao using georeferencing

Built Heritage 2023年第4期7卷 1-15页

作者： Diego Javier Celis Estrada Francisco Felipe Quiroz Chueca Ruth Aracelis Manzanares Grados Faculty of Architecture and Design Universidad Privada del NorteLimaPeru Research Group GIADIPS Faculty of Architecture and DesignUniversidad Privada del NorteLimaPeru Department of History Universidad Nacional Mayor de San MarcosLima15081Peru Directorate for Research Innovation and Social ResponsibilityUniversidad Privada del NorteLimaPeru

The port of Callao is important for its varied historical and archaeological heritage,which includes several military buildings that were the main actors and witnesses of the colonial era of Peru(from the 16th century to the country’s independence from Spain early in the 19th century).Despite the studies that have been carried out on the basis of documents and some eventual archaeological excavations,the port’s main monument,namely,the Real Felipe Fortress,continues to hide very important information that could be used to understand the role that the fortress played in numerous historical events throughout the *** main contribution of this study is the use of photogrammetry software and a Geographic Information System(GIS)to examine the Real Felipe *** this way,the nature of the atypical construction within the fortress is *** a result,it is possible to accurately establish the location of the defensive wall that surrounded the ancient city of Callao,as well as its first churches,whose records were lost after being destroyed by the 1746 earthquake and tsunami in Lima,the worst cataclysm registered in the history of Peru and South *** a result,this study demonstrates that technology can be successfully used to establish and validate with great precision the existence of the location of churches that have been built in the port of Callao since the founding of Lima in the 16th *** identification allows architects,engineers and students who are interested in the history of monuments to discover hidden structures and buildings and carry out the necessary restoration and archaeological works,with the aim of recovering the history of the colonial architecture of Callao and other similar cities and ports worldwide.

关键词： georeferencing Viceroyalty of Peru church military buildings port of Callao cultural heritage

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georeferencing Brazilian Highway Addresses

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Journal of Geographic Information System 2016年第5期8卷 547-557页

作者： Sandro Laudares Mateus Pereira Libório Marianna Petrovna Ekel Pontifícia Universidade Católica de Minas Gerais (PUC-MG) Belo Horizonte Brazil

The usage of georeferencing as a search tool has suffered a massification after the diffusion of technologies developed by Google and Microsoft. In this context, problems related to the location of properties situated on highways are becoming quite usual in Brazil, because properties registration in highway is permitted in the country and this invalidates the dynamics of the georeferencing process. Therefore, a growing number of geotechnology users which desire to localize properties on highways, find inaccurate or amiss geographical information. This research focus is to present an enumeration method for highway properties and, consequently, the possibility of a precise georeferencing. The presented method contributes to turning possible the precision of this georeferencing process and it will also be relevant for geotechnology diffusion considering its integration to geographic information systems which include geocoding tools.

关键词： Geoprocessing georeferencing Highways Geographic Precision

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Method for Automated georeferencing and Integrating Printed Maps in GIS for Collecting Addresses

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Journal of Geographic Information System 2013年第1期5卷 33-39页

作者： Mohamed El Imame Malaainine Hassane Rhinane Lahcen Baidder Omar Bachir Alami Ecole Hassania des Travaux Publics Casablanca Maroc Faculté des sciences Ain Chock Université Hassan II-Casablanca Casablanca Maroc

Addresses are important data for urban applications. About 80% of the information local authorities use have a geographic component that is generally related to addresses. Addressing systems efficiency depend on the quality of addresses locators. There are several methods to collect data. Surveys from the field are essential: GPS and pre-printed maps can be used to achieve this goal. GPS surveys from the field may be a solution, but it remains practical only for limited areas. To insure an accepted accuracy, GPS methods need special considerations that are time and money consuming. For Casablanca’s addressing locators, an alternative approach was adopted to collect 400 000 points. It took two months, 200 operators and 3500 printed maps to cover a study area of1,226 km2. This paper is to develop an optimized approach based on automated procedure for reintegrating printed maps in a geographic information system (GIS). It saves georeferencing time from 5min to just seconds per document. It insures, more importantly, an accuracy that is between20 cmto1 mfor scales that are between 1/500 and 1/2500. It ensures maps’ integration, independently of base map and coordinates system by introducing the notion of georeferencing Code (GC).

关键词： GIS Addressing Reference georeferencing Geodatabase Raster Data NAC GC

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Vehicle Detection and Tracking in UAV Imagery via YOLOv3 and Kalman Filter

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Computers, Materials & Continua 2023年第7期76卷 1249-1265页

作者： Shuja Ali Ahmad Jalal Mohammed Hamad Alatiyyah Khaled Alnowaiser Jeongmin Park Department of Computer Science Air UniversityIslamabad44000Pakistan Department of Computer Science College of Sciences and Humanities in AflajPrince Sattam Bin Abdulaziz UniversityAl-KharjSaudi Arabia Department of Computer Engineering College of Computer Engineering and SciencesPrince Sattam Bin Abdulaziz UniversityAl-Kharj11942Saudi Arabia Department of Computer Engineering Tech University of Korea237 Sangidaehak-roSiheung-si15073Gyeonggi-doKorea

Unmanned aerial vehicles(UAVs)can be used to monitor traffic in a variety of settings,including security,traffic surveillance,and traffic *** academics have been drawn to this topic because of the challenges and the large variety of *** paper proposes a new and efficient vehicle detection and tracking system that is based on road extraction and identifying objects on *** is inspired by existing detection systems that comprise stationary data collectors such as induction loops and stationary cameras that have a limited field of view and are not *** goal of this study is to develop a method that first extracts the region of interest(ROI),then finds and tracks the items of *** suggested system is divided into six *** photos from the obtained dataset are appropriately georeferenced to their actual locations in the first phase,after which they are all *** ROI,or road and its objects,are retrieved using the GrabCut method in the second *** third phase entails data *** segmented images’noise is eliminated using Gaussian blur,after which the images are changed to grayscale and forwarded to the following stage for additional morphological *** YOLOv3 algorithm is used in the fourth step to find any automobiles in the *** that,the Kalman filter and centroid tracking are used to perform the tracking of the detected *** Lucas-Kanade method is then used to perform the trajectory analysis on the *** suggested model is put to the test and assessed using the Vehicle Aerial Imaging from Drone(VAID)*** detection and tracking,the model was able to attain accuracy levels of 96.7%and 91.6%,respectively.

关键词： Kalman filter georeferencing object detection object tracking YOLO

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A review of laser scanning for geological and geotechnical applications in underground mining

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International Journal of Mining Science and Technology 2023年第2期33卷 133-154页

作者： Sarvesh Kumar Singh Bikram Pratap Banerjee Simit Raval School of Minerals and Energy Resources Engineering University of New South WalesSydneyNSW 2052Australia Agriculture Victoria Grains Innovation ParkHorshamVIC 3400Australia

Laser scanning can provide timely assessments of mine sites despite adverse challenges in the operational *** there are several published articles on laser scanning,there is a need to review them in the context of underground mining *** this end,a holistic review of laser scanning is presented including progress in 3D scanning systems,data capture/processing techniques and primary applications in underground *** scanning technology has advanced significantly in terms of mobility and mapping,but there are constraints in coherent and consistent data collection at certain mines due to feature deficiency,dynamics,and environmental influences such as dust and *** suggest that laser scanning has matured over the years for change detection,clearance measurements and structure mapping ***,there is scope for improvements in lithology identification,surface parameter measurements,logistic tracking and autonomous *** scanning has the potential to provide real-time solutions but the lack of infrastructure in underground mines for data transfer,geodetic networking and processing capacity remain limiting ***,laser scanners are becoming an integral part of mine automation thanks to their affordability,accuracy and mobility,which should support their widespread usage in years to come.

关键词： Mine automation Point cloud Rock mass characterisation Change detection Data registration georeferencing

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Accuracy assessment of real-time kinematics(RTK)measurements on unmanned aerial vehicles(UAV)for direct geo-referencing

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Geo-Spatial Information Science 2020年第2期23卷 165-181页

作者： Desta Ekaso Francesco Nex Norman Kerle Department of Earth Systems Analysis ITC-Faculty of Geo-Information Science and Earth Observation of the University of TwenteEnschedeThe NetherlandsDepartment of Earth Systems AnalysisITC-Faculty of Geo-Information Science and Earth Observation of the University of TwenteEnschedeThe NetherlandsDepartment of Earth Systems AnalysisITC-Faculty of Geo-Information Science and Earth Observation of the University of TwenteEnschedeThe Netherlands

Geospatial information acquired with Unmanned Aerial Vehicles(UAV)provides valuable decision-making support in many different domains,and technological advances coincide with a demand for ever more sophisticated data *** consequence is a research and development focus on more accurately referenced images and derivatives,which has long been a weakness especially of low to medium cost UAV systems equipped with relatively inexpensive inertial measurement unit(IMU)and Global Navigation Satellite System(GNSS)*** research evaluates the positional accuracy of the real-time kinematics(RTK)GNSS on the DJI Matrice 600 Pro,one of the first available and widely used UAVs with potentially surveying-grade *** a very high positional accuracy of the drone itself of 2 to 3 cm is claimed by DJI,the actual accuracy of the drone RTK for positioning the images and for using it for mapping purposes without additional ground control is not *** begin with,the actual GNSS RTK position of reference center(the physical point on the antenna)on the drone is not indicated,and uncertainty regarding this also exists among the professional user *** this study the reference center was determined through a set of experiments using the dual frequency static Leica GNSS with RTK *** RTK positioning data from the drone were then used for direct georeferencing,and its results were *** flights were carried out over a 70 x 70 m area with an altitude of 40 m above the ground,with a ground sampling distance of 1.3 *** against ground control points,the planimetric accuracy of direct georeferencing for the photogrammetric product ranged between 30 and 60 *** of direct georeferencing results showed a time delay of up to 0.28 seconds between the drone GNSS RTK and camera image acquisition affecting direct georeferencing results.

关键词： UAV GNSS RTK direct georeferencing aerial triangulation lever arm offset

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Portable device to assess dynamic accuracy of global positioning system(GPS)receivers used in agricultural aircraft

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International Journal of Agricultural and Biological Engineering 2014年第2期7卷 68-74页

作者： Steven J.Thomson Yanbo Huang Lowrey A.Smith United States Department of Agriculture(USDA) Agricultural Research Service(ARS)Crop Production Systems Research UnitStonevilleMS 38776USA

A device was designed to test the dynamic accuracy of Global Positioning System(GPS)receivers used in agricultural aircraft and other aerial *** system works by directing a sun-reflected light beam from the ground to the aircraft using mirrors.A photo detector points downward from the aircraft to detect the light beam,and photo detection circuitry triggers an event in the guidance system data file at the aircraft’s location corresponding to the precisely georeferenced position on the *** details are presented on the mirror-based light reflection system and photo-electronic circuitry designed to trigger an event in the guidance system’s log *** example application evaluated the horizontal accuracy of a stand-alone GPS receiver by matching dynamic data with data from the aircraft’s guidance *** indicated a 2.16 s lead in position registered by the stand-alone receiver over that registered by the aircraft’s guidance system GPS receiver,which had been previously evaluated to be within 0.13 s of Real-Time Kinematic(RTK)-referenced time and position.

关键词： GPS receiver accuracy agricultural aircraft aerial application remote sensing georeferencing UAV

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The Accuracy of GIS Tools for Transforming Assumed Total Station Surveys to Real World Coordinates

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Journal of Geographic Information System 2013年第5期5卷 486-491页

作者： Ragab Khalil Landscape Architecture Department KAU Jeddah Saudi Arabia

Most surveying works for mapping or GIS applications are performed with total station. Due to the remote nature of many of the sites surveyed, the surveys are often done in unprojected, local, assumed coordinate systems. However, without the survey data projected in real world coordinates, the range of possible analyses is limited and the value of existing imagery, elevation models, and hydrologic layers cannot be exploited. This requires a transformation from the local assumed to the real world coordinate systems. There are various built-in and add-in tools to perform transformations through GIS programs. This paper studies the effect of using georeferencing tool, Spatial Adjustment tool (Affine and similarity) and CHaMP tool on the precision and relative accuracy of total station survey. This transformation requires real-world coordinates of at least two control points, which can be collected from different sources. This paper also studies the effect of using geodetic GPS, hand-held GPS, Google Earth (GE) and Bing Basemaps as sources for control points on the precision and relative accuracy of total station survey. These effects have been tested by using 111 points covered area of 60,000 m2and the results have shown that the CHaMP tool is the best for preserving the relative accuracy of the transformed points. The georeferencing and spatial adjustment (similarity) tools give the same results and their accuracy are between 1/1000 and 1/300 depending on the source of control points. The results have also shown that the cornerstone to preserve the precision and relative accuracy of the transformed coordinates is the relative position of the control points despite their source.

关键词： Control Network Topographic Surveying Coordinate Transformation Spatial Adjustment georeferencing CHaMP Accuracy Total Station

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