Dissertations / Theses on the topic 'Digital aerial photography'
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Millinor, William A. "Digital Vegetation Delineation on Scanned Orthorectified Aerial Photography of Petersburg National Battlefield." NCSU, 2000. http://www.lib.ncsu.edu/theses/available/etd-20001123-131211.
Full textI developed a new methodology to produce an orthorectified mosaic and a vegetation database of Petersburg National Battlefield using mostly digital methods. Both the mosaic and the database meet National Map Accuracy Standards and proved considerably faster than traditional aerial photograph interpretation methods. I classified vegetation polygons to the formation level using the Nature Conservancy?s National Vegetation Classification System. Urban areas were classified using Mitchell?s Classification Scheme for Urban Forest Mapping with Small-Scale Aerial Photographs. This method reduced the production time by 2/3, compared to traditional methods. It also reduced the chance of user error because re-tracing of the linework is not required.
My method started with scanning 75 aerial color IR photos, provided by Petersburg National Battlefield, at 600 dpi. Erdas Imagine was used to rectify the images using United States Geological Service (USGS) Digital Elevation Models (DEM) and black and white USGS Digital Orthophoto Quarter Quadrangles (DOQQ) as reference. The images were then mosaiced to create a seamless color infrared orthorectified basemap of the park. The vegetation polygons were drawn onscreen using ArcMap from Environmental Systems Research Institute, Inc. (ESRI) with the color, orthorectified mosaic as a background image. Stereo pairs of the aerial photos were referenced as needed for clarification of the vegetation. I used a minimum mapping unit (mmu) of 0.2 hectares, which exceeds guidelines defined by the United States Geological Survey ? National Park Service Vegetation Mapping Program. This methodology is easily learned quickly and has already been applied to several other studies.
The production of an orthorectified mosaic, created during the process, from the aerial photographs greatly increases the value of the photographs at little additional cost to the user. The orthorectified basemap can then be used as a backdrop for existing data layers or it can be used to create new GIS data layers. I used a minimum mapping unit (mmu) of 0.2 hectare, which exceeds guidelines defined by the United States Geological Survey-National Park Service Vegetation Mapping Program
Traditionally, vegetation polygons are delineated on acetate for each photograph. The linework on the acetates is then transferred to a basemap using a zoom transfer scope or other transfer instrument. The linework is traced again to digitize it for use in a GIS program. This process is time consuming, and the linework is drawn three times. The redundant tracing increases the chance of user error. My new methodology requires that polygons be delineated only once. I wanted to avoid using the zoom transfer scope and to avoid the redundant linework.
A total of 228 polygons were delineated over 20 separate vegetation and land cover classes with an overall thematic accuracy of 87.42% and a Kappa of .8545. Positional accuracy was very good with a RMSE of 1.62 meters in the x direction and 2.81 meters in the y direction. The Kappa and RMSE values compare favorably with accuracies obtained using traditional vegetation mapping methods.
Korpela, Ilkka. "Individual tree measurements by means of digital aerial photogrammetry." Helsinki : Finnish Forest Research Institute, Finnish Society of Forest Science, 2004. http://catalog.hathitrust.org/api/volumes/oclc/55872310.html.
Full textEdwards, Esther. "An investigation into the use of aerial digital photography for monitoring coastal sand dunes." Thesis, Bath Spa University, 2001. http://researchspace.bathspa.ac.uk/1442/.
Full textBaxter, Kieran Andrew. "Topography and flight : the creative application of aerial photography and digital visualisation for landscape heritage." Thesis, University of Dundee, 2017. https://discovery.dundee.ac.uk/en/studentTheses/e22373db-adee-4bb1-9fbe-43691816ce85.
Full textKoch, Frank Henry Jr. "A Comparison of Digital Vegetation Mapping and Image Orthorectification Methods Using Aerial Photography of Valley Forge National Historical Park." NCSU, 2001. http://www.lib.ncsu.edu/theses/available/etd-20010417-180334.
Full textIn recent years, mapping software utilizing scanned?or ?softcopy??aerial photographs has become widely available. Using scanned photos of Valley Forge (PA) National Historical Park, I explored some of the latest tools for image processing and computer-based vegetation mapping. My primary objective was to compare different approaches for their efficiency and accuracy. In keeping with the USGS-NPS Vegetation Mapping Program protocol, I classified the park?s vegetation according to The Nature Conservancy?s National Vegetation Classification System (NVCS).
Initially, I scanned forty-nine 1:6000 color-infrared air photos of the area at 600 dpi using an Epson desktop scanner. I orthorectified the images by two different methods. First, I did so on a single-image basis using ERDAS Imagine. In this approach, United States Geological Survey (USGS) Digital Ortho Quarter Quadrangles (DOQQ) and a 10-meter Digital Elevation Model (DEM) served as references for between seven and twelve ground control points per photo. After achieving a root mean square error (RMSE) of less than 1 meter for an image, I resampled it into an orthophoto. I then repeated the process using Imagine Orthobase. Via aerial triangulation, Orthobase generated an RMSE solution for the entire block of images, which I resampled into orthophotos using a batch process.
Positional accuracies were remarkably similar for image mosaics I created from the single-image as well as the Orthobase orthophotos. For both mosaics, planimetric x-coordinate accuracy met the U.S. National Map Accuracy Standard for Class 1 maps, while planimetric y-coordinate accuracy met the Class 2 standard. However, the Orthobase method is faster?reducing process time by 50%?and requires 20% (or less) of the ground control points necessary for the single-image method.
I delineated the park?s vegetation to the formation level of the NVCS. Using ESRI ArcMap, I digitized polygons of homogeneous areas observed from the orthophotos. This on-screen mapping approach was largely monoscopic, though I verified some areas using a scanning stereoscope and the original hard-copy photos. The minimum mapping unit (MMU) was 0.5 acres (ac), smaller than that recommended by the USGS-NPS protocol. Based on field data, thematic accuracy for this map met the National Map Accuracy Standard of 80%. Misestimation of the hydrologic period of certain polygons resulted in some classification errors, as did confusion between evergreen and deciduous vegetation.
In addition to orthophotos, Orthobase creates a stereo block viewable in ERDAS Stereo Analyst, a digital stereoscopic software package. Using Crystal Eyes? eyewear and a high-refresh-rate monitor, a user can observe imagery full screen, three-dimensionally. Features delineated on the images are stored in ESRI shapefile format. I created a preliminary vegetation map at the alliance level of the NVCS with this software. Thematic accuracy of this map will be known when assessment is completed this summer. Notably, the classification scheme has required revision to accommodate the anthropogenically altered landscape of Valley Forge.
Nevertheless, it is clear that Stereo Analyst offers advantages for vegetation and other types of mapping. Stereoscopic view and sharp zoom-in capabilities make photo interpretation straightforward. Because features are delineated directly into a GIS, Stereo Analyst cuts process time by 70% and avoids two steps that can introduce errors in conventional mapping methods (i.e., transfer to map base and digitizing). Perhaps most importantly, joint use of Orthobase and Stereo Analyst allows simultaneous orthophoto creation and GIS data collection; in contrast, the ArcMap approach requires finished orthophotos before features can be delineated. Ultimately, though, both monoscopic and stereoscopic methods have roles in vegetation mapping projects. The level of detail required for the project should determine which technique is most appropriate.
Pacurari, Doru I. "Evaluation of the use of remotely sensed images to speciate mixed Appalachian forests." Morgantown, W. Va. : [West Virginia University Libraries], 2000. http://etd.wvu.edu/templates/showETD.cfm?recnum=1550.
Full textTitle from document title page. Document formatted into pages; contains x, 128 p. : ill. (some col.), maps (some col.) Vita. Includes abstract. Includes bibliographical references (p. 116-121).
Noguez, Cristiane Teixeira. "Construção do sistema de informações geográficas da margem esquerda do canal do Rio Grande / SJN (SIG-MECR/SJN) com base em imagens digitais de pequeno formato." reponame:Repositório Institucional da FURG, 2005. http://repositorio.furg.br/handle/1/3649.
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Este estudo apresenta um mapeamento detalhado do uso do solo da margem esquerda do Canal do Rio Grande, no município de São José do Norte, realizado através da fotointerpretação de imagens digitais, 35 mm, no modo visível, adquiridas com o sensor aerotransportado ADAR 1000 e de verificações de campo. As imagens foram inseridas no programa MegaGIS, criando um Sistema de Informações Geográficas (SIGs), denominado SIG-MECRG/SJN. A alta resolução das fotografias aéreas (0,5m por pixel) permitiu a visualização e identificação dos diferentes alvos. Através do uso de produtos de sensoriamento remoto e do uso das tecnologias de geoprocessamento, é possível mapear e identificar as feições observadas. O uso das fotografias aéreas é adequado para o mapeamento de áreas urbanas, devido à sua alta resolução espacial. Além das informações digitais, foram obtidas informações sobre as residências da área através de entrevistas com os moradores. Para a elaboração do SIG, foram utilizados programas para georreferenciar, exportar e manipular as fotografias aéreas. O emprego destas fotografias foi satisfatório para o reconhecimento e identificação das feições estudadas. As principais feições mapeadas na área de estudo foram as residências, a linha de costa, a hidrografia, as marismas, as dunas e as modificações antrópicas. Todas as informações inseridas no SIG, podem ser consultadas de acordo com o interesse do pesquisador. Estas consultas podem ser disponibilizadas na forma de gráficos para a visualização dos dados.
This study presents a detailed mapping of the land uses along the left margin of the Canal do Rio Grande, municipality of São José do Norte. The mapping was conducted using (a) interpretation of digital photographs (35 mm) acquired by airborne sensor ADAR 1000 and (b) field surveys. A Geographical Information System (GIS), denominated SIG-MECRG/SJN, was created using the MegaGIS software. To build the GIS, it was necessary the application of geoprocessing techniques, and export and enhancement of digital photos. Additionally, data about the properties identified in the photos were obtained through interviews with local residents. The high resolution of the aerial photos (0.5 m per pixel) combined with geoprocessing techniques allowed the identification of the different targets in the urban area. The main targets identified in the area are: houses, coastline, water flows, salt marshes, dunes, and man-made changes in the landscape. The GIS allows searching of information according to specific needs from which data can be displayed in tabular or graphic formats.
Nilsson, Niklas. "Feature detection for geospatial referencing." Thesis, Umeå universitet, Institutionen för fysik, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-159809.
Full textDå drönarindustrin växer så det knakar, har flygfoton blivit allt viktigare för en rad applikationer i vårt samhälle. Att flyga över ett svårnavigerat område med en drönare kan ge bättre översikt och är ofta snabbare, billigare och mer precist än skisser eller andra alternativa översiktsmetoder. Med denna ökade användning kommer också ett ökat behov av automatisk bildprocessering för att hjälpa till i analysen av dessa fotografier. Denna avhandling presenterar en metod för automatisk positionsbedömning av flygfoton, med hjälp av databaser med flygfoton och satellitfoton. Den presenterade metoden är baserad på inledande tester av existerande feature detection, feature description och feature matching algoritmer på ett något förenklat problem, där givna foton är väldigt grafiskt lika. Efter detta implementerades ytterligare modifikationer och förbättringar för att göra metoden mer robust även för bilder med en hög nivå av grafisk diskrepans, exempelvis skillnad i synvinkel, kamera- och linsparametrar, temporära objekt och vädereffekter. Den föreslagna metoden ger nöjaktiga resultat i geografiska regioner med en proportionellt stor mängd grafiska särdrag som enkelt kan särskiljas från varandra och där den grafiska diskrepansen inte är allt för stor. Särskilt goda resultat ses i bland annat städer och vissa typer av jordbruksområden, där metoden kan ge betydligt bättre resultat än metoder baserade på kända kameraparametrar och fotografens GPS-positionering, vilket har varit ett vanligt sätt att utföra denna typ av automatisk positionsbestämning tidigare. Dessutom är den presenterade metoden ofta enklare att applicera, då precisionen för diverse mätinstrument som annars måste användas när fotot tas inte spelar in alls i metodens beräkningar. Dessutom har metoden utökats för automatisk processering av videoströmmar. På grund av bristfälligt referensdata kan inga definitiva slutsatser dras angående metodens precision för detta användningsområde. Men det är ändå tydligt att beräkningstiden kan minskas drastiskt genom att använda faktumet att två påföljande ögonblicksbilder har ett stort grafiskt överlapp. Genom att använda en sorts extrapolering kan inverkan från grafiskt brus också minskas, brus som kan göra positionsbestämning omöjligt för en given ögonblicksbild.
Walstra, Jan. "Historical aerial photographs and digital photogrammetry for landslide assessment." Thesis, Loughborough University, 2006. https://dspace.lboro.ac.uk/2134/2501.
Full textZagalikis, Georgios D. "Estimation of forest stand parameters using digital orthorectified aerial photographs." Thesis, University of Aberdeen, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.274879.
Full textAhmad, Baharin Bin Biological Earth & Environmental Sciences Faculty of Science UNSW. "Assessment and correction of DEM generation from airborne and space borne radar systems with reference to geo-hazard identification in the Cameron Highlands, Malaysia." Publisher:University of New South Wales. Biological, Earth & Environmental Sciences, 2008. http://handle.unsw.edu.au/1959.4/41422.
Full textBortolot, Zachary Jared. "An Adaptive Computer Vision Technique for Estimating the Biomass and Density of Loblolly Pine Plantations using Digital Orthophotography and LiDAR Imagery." Diss., Virginia Tech, 2004. http://hdl.handle.net/10919/27454.
Full textPh. D.
Santos, Rodrigo Borges dos. ""Metodologias para geração e atualização de mosaicos de fotos aéreas no Projeto ARARA"." Universidade de São Paulo, 2004. http://www.teses.usp.br/teses/disponiveis/55/55134/tde-06122004-154803/.
Full textThe generation of photographic mosaics is an important activity in many areas such as map production, environment monitoring and agricultural management. Photogrammetry, and specially aero-photogrammetry, are the sciences that deal, among other subjects, with mosaic generation using time consuming procedures, making the maintenance and updating of photographic mosaics a difficult and high-cost task. The ARARA Project (Autonomous and Radio Assisted Reconaissance Aircrafts), presents a low cost alternative to acquire aerial photographs. An onboard, small format digital camera can take automatically the photographs used for the mosaic generation. This work proposes a methodology for mosaic generation and updating using oblique, digital, small format aerial photographs taken by ARARA aircraft. Photographs can be corrected both geometrically and radiometrically by orthorectification and digital image processing procedures. The methodology presented in this work avoids the use of ground control points, focusing on the automatic and semi-automatic mosaic generation. An automatic procedure make possible the use of a large number of small format photographs to replace the photographs normally used in conventional aerophotogrammetry.
Fernandes, Sandro Roberto. "Ferramenta de visão computacional para processos fotogramétricos." Universidade do Estado do Rio de Janeiro, 2008. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=718.
Full textIn this dissertation is presented the development of a computational tool for the processing of pairs of images estereoscópicas obtained by metric and not metric aerial cameras. The program was developed in the program language C++ and the library was used OpenGL. The result of the program is a three-dimensional image from where it can be extracted height quotas and land forms. These images can be used in the study of risk areas on slopes.
ITAYA, Akemi, 明美 板谷, Shin-Ichi YAMAMOTO, and 進一 山本. "Development of a digital orthophoto generation system for analysis of forest canopy dynamics." 名古屋大学農学部付属演習林, 2003. http://hdl.handle.net/2237/8523.
Full textHsieh, Yi-Sheng, and 謝怡昇. "A STUDY OF LAND INTENSITY USING DIGITAL AERIAL PHOTOGRAPHY DATA." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/89680213978935379360.
Full text國立政治大學
地政學系
89
It needs the information of land use intensity to control the growth of cities, such as building coverage ratio and building bulk ratio. It spends much manpower and time to get the information. The improving technology of digital photogrammetry and geographic information systems can assist investigate and collect the information. The objective of this research has been to analyze the land use intensity with assistance of geographic information systems and digital photogrammetry. Digital aerial photographs have been used to collect 3-D spatial information of research area. This information has been imported into a geographic information system. Building coverage ratio and building bulk ratio of whole research area could be established thereafter. The information collected by digital photogrammetry has also been investigated and checked in situ. The results have indicated that: 1.The ratios of both building coverage ratio and building bulk ratio to the original planned record have been of 1.1~1.2. 2.The most suitable height of each floor is 3.3m when calculating the floor number of building in the research area. 3.Digital aerial photographs could be very useful when the information of land use intensity was required.
Gomes, João Filipe Airosa. "The use of digital aerial photography as support for restoration, management and habitat monitoring programmes." Master's thesis, 2012. https://repositorio-aberto.up.pt/handle/10216/65007.
Full textGomes, João Filipe Airosa. "The use of digital aerial photography as support for restoration, management and habitat monitoring programmes." Dissertação, 2012. https://repositorio-aberto.up.pt/handle/10216/65007.
Full textLemonds, Rodney Wade. "Delineating river bottom substrate using very high-resolution digital imagery derived from large scale aerial photography." 2006. http://www.lib.ncsu.edu/theses/available/etd-11072006-101902/unrestricted/etd.pdf.
Full textMount, RE. "Small format digital aerial photography for mapping and monitoring seagrass habitats in shallow temperate marine waters." Thesis, 2006. https://eprints.utas.edu.au/288/1/01_front.pdf.
Full textMount, RE. "Small format digital aerial photography for mapping and monitoring seagrass habitats in shallow temperate marine waters." 2006. http://eprints.utas.edu.au/288.
Full textRomán, Glenda M. "Spectral merging and object-oriented classification of National Agriculture Imagery Program (NAIP) digital aerial photography and landsat TM data." 2006. http://catalog.hathitrust.org/api/volumes/oclc/71514930.html.
Full textTypescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 48-50).
Yuan, Lung-Sheng, and 袁龍生. "Digital Terrain Model Construction based on Historical Aerial Photography, and its Application for the 1951 Ruei-Suie Earthquake Deformation Estimation." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/c79s4m.
Full text國立臺北科技大學
土木與防災研究所
100
A sequence of earthquakes, from October 22 to December 5 in 1951, occurred from Hualien to Taitung of Longitudinal Valley. There was a serials of surface rupture caused by the earthquakes around Ruei-Suie area. Chung(2003) demonstrate that 1951 rupture may separate to three segments, Ruei-Suie,Yuli and Chihshang segment. The maximum displacement of Ruei-Suie segment about 2 meters. Most of the studies are focus on the description in 1951 earthquake, to characteristics of near-fault activity and deformation, however the surface rupture of 1951 earthquake did not discuss in details. By the advancing technology in recent years, the serials of the remote-sensing images taken in different periods have been wildly applied for multi-displine, especially for surface and environmental change analysis. The earliest aerial photographs were taken by the U.S. Air force during the 1940s in Taiwan. Nevertheless, because of absent of aerial information, difficult to acquire and image damages, it’s difficult to achieve and for application. In this study, the aerial images were taken by the U.S. Air force and TW Air force during 1940-1960. The Real Time Kinematic GPS equipment has been used accordingly to measure the ground reference points to calculating the exterior orientation parameters of each image. The photos is thus been orthorectified by means of the Airborne LiDAR data. Finally, the 1951 Ruei-Suie earthquake deformation is analyzed by means of Particle Image Velocimetry (PIV) sub-pixel matching technique and feature point measurements base on the orthorectified images. The results shows 2008’s DTM is better than 5M_DEM official data. The most important of DTM construction based on historical aerial photography is the definition of image. It’s difficult to calculate the coseismic displacement by PIV sub-pixel matching technique, because of the topography has been change a lot. By the feature points, it indicates Ruei-Suie fault show a left-lateral reverse fault, and the average displacement is 3.66 m , the maximum displacement is 5.77 m.
Iqbal, IA. "Evaluating photogrammetric point clouds for forest inventory." Thesis, 2020. https://eprints.utas.edu.au/35033/1/Iqbal_whole_thesis.pdf.
Full textChen, Kuan-Yu, and 陳冠宇. "Extraction of man-made structures in digital aerial photographs." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/61953817037409995346.
Full textYu, Yau-Kuang, and 余曜光. "Application of ADS40 Digital Aerial Photographs on Forest Land-use Classification." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/95658897559316802417.
Full text國立屏東科技大學
森林系所
100
Traditional forest inventory have to put in a lot of manpower and material resources to address weaknesses at the lowest cost, and new forest inventory methods based on remote sensing that have been an important issue. ADS40 airborne multispectral images are high-resolution aerial photographs that have been widely applied in forest inventory. In this study, we used the ADS40 airborne multispectral images to classify the land-use types of the Fourth Survey Forest Resource project. The use of High-Resolution Remote-Sensing (HRRS) imagery of classification is liable to cause heavy Salt-and-Pepper Noises; therefore, I chose object-oriented classification methods for ADS40 images to reduce material quantity of imageodesy. The results showed that the image segmentation scale 400 type was better than other image segmentation scales; hence image classification results of accuracy were used to compare pixel-base and object-base image classifications. The analysis determined that object-base image classification was better than pixel-base image classification. Each image information type was collected and used as the image of the superimposed images, and Maximum Likelihood Classification was used to compare different superimposed images of overall classification accuracy. The image group was elected of using Duncan statistical analysis that the result has 54.82% of overall classification accuracy, 0.4997 of overall kappa, and Kappa values were used to compare the two classification methods of Maximum Likelihood and the Knowledge-Based Classification to applicability of ADS40 images. In conclusion, Knowledge-Based Classification showed that the result had 78.20% of overall classification accuracy and 0.7597 of overall kappa statistics better than results of maximum likelihood classification.
Cheng, Jhian-De, and 鄭健得. "Application of digital image correlation method to theanalysis of aerial photographs for establishing thethree-dimensional digital terrain model." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/46922770324782744434.
Full text國立高雄大學
土木與環境工程學系碩士班
103
Unmanned aerial vehicle (UAV) can be used to take aerial photographs, and it has drawn widely attraction in recent years. This study will use aerial photographs and digital image correlation method (DIC) to establish three-dimensional terrain models. In this study, instead of manual selection, digital image correlation method is used to obtain the image coordinates of control points. A series of experiments are carried out to confirm the results that DIC can improve the accuracy of the control point positioning. The experiments are divided into indoor and outdoor experiments. The indoor experiments used flat specimen, three-dimensional ladder test specimen and oval model to discuss the influence of the amount of control points on analysis error. According to the indoor experiments, the high variability of control point elevation can improve accuracy of camera calibration, and using seven control points to the analysis is better than using five or six control points. At last, the result of reconstructing spatial coordinates of the oval model shows that the standard error of elevation is 0.1mm, and the ratio of this error to the object distance corresponds to 2.4 / 10000. In outdoor experiments, the aerial photographs of NUK are taken, and these images are used to calibrate the camera and reconstruct three-dimensional coordinates. According to the results, the standard error of elevation coordinate is about 0.136m, and its ratio to the 3 object distance is about 14/10000. This ratio is larger than that obtained by Airborne LiDAR and ImageStation Automatic Elevations.
Huang, Ten-Yu, and 黃天佑. "A Study on the Database Management System Developped for Digital Imageries Derived from Aerial Photographs." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/01107593912100408564.
Full text國立臺灣大學
森林環境暨資源學研究所
94
The Aerial Survey Office of the Forestry Bureau, Council of Agriculture established in 1956 which is the only relevant agency in Taiwan. It has engaged extensive survey of forest resources for three times. Aerial photography is one of its major services which has already collected over seven hundreds thousands films of image data over the whole Taiwan areas. Since 2001, this office started scanning and digitalizing its treasures. It was estimated that this office will produce over 280,000 digital images in the end of 2004. Aerial photograph is alternative of comprehensive on-site survey which can collect more data on land use and engage further analysis of transition with less manpower. However, due to the vast amount of information of aerial photography, there is a need to develop a holistic database management system for digital imagines derived from aerial photographs. Metadata can play a key role within this management system which will enhance management effectiveness, circulating and exchange of information. Integrating with large memory equipments and an internet framework, this study tried to adopt metadata as the basis of searching service and to apply computer and internet techniques in order to develop a management system of digital aerial images. The result shows that the management system can shorten the management processes, reduce labor cost, and improve searching efficiency. This has made considerable contributions to distribution and sharing of aerial information.
Liao, Cheng-Sung, and 廖晟淞. "Automatic Extraction of Shadow and Non-shadow Landslide Area from ADS-40 Digital Aerial Photographs." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/17000495789452478034.
Full text國立屏東科技大學
熱帶農業暨國際合作系所
100
Remote sensing image is usually used for the detection of landslide locations in disaster monitoring. However, the presence of shadows often disturbs image information, easily affecting classification of the results. Therefore, the objective of this study are to analyze landslide areas on shaded and non-shaded conditions, extracted by ADS-40 airborne multispectral image, and to design an effective and fast method for future monitoring and management. This study used the Jhuoshuei river forest working circles as study area. We used stratified classifications, filter vegetation image, and slope thresholds to discard false positive landslides among the several image classes. Moreover, histogram matching and linear-correlation corrections were used to restore shaded images. Results showed that shaded images are also suitable for classification, but that restoration by histogram matching or linear-correlation correction didn’t affect significantly classification results. Because non-shaded images don’t have shadow interference, non-shaded areas demonstrated good classification ability. In this study, slopes of 25° and 15°demonstrated higher accuracy for landslide detection on shaded and non-shaded areas, respectively. At these slopes, Kappa values of classification were 0.6204 and 0.8859, and overall accuracy were 83.07% and 94.42%, respectively. Finally, after subsuming the mean of textures into analysis of the non-shaded area, the Kappa value and overall classification accuracy increased to 0.9162 and 95.92%, respectively.
Gomes, Pedro José Lopes. "Monitorização e modelação da morfodinâmica costeira através de veículos aéreos não tripulados (VANT): o caso das praias de Ofir e Bonança (Esposende, noroeste de Portugal)." Master's thesis, 2018. http://hdl.handle.net/1822/55831.
Full textO litoral constitui um ambiente muito dinâmico e muito sensível a impactes naturais e antrópicos. Nas últimas décadas, no litoral do NW de Portugal tem ocorrido uma erosão generalizada, manifestada essencialmente por migração das praias para o interior, perda de sedimentos e recuo das arribas. Embora natural, este processo tem sido agravado pela ação humana, sobretudo como consequência da implementação de obras de defesa costeira. É neste contexto que existe a necessidade de monitorizar e criar uma base de informação precisa de modo a suportar o planeamento e a gestão adequada destas áreas. A obtenção de dados úteis, fiáveis e de grande precisão permite conhecer e prever a evolução costeira, assim como prevenir potenciais consequências de planeamento e gestão deficientes. Neste trabalho aplicaram-se métodos de monitorização costeira de baixo custo nas praias de Ofir e Bonança, no concelho de Esposende. A fotografia aérea foi obtida através de VANT, procedendo-se a técnicas de fotogrametria e de modelação 3D recorrendo a mapeamento móvel com GPS e tecnologias SIG para: (i) demonstrar a utilidade, eficiência e qualidade de modelos tridimensionais para trabalhos de monitorização da orla costeira, (ii) avaliar tendências evolutivas da morfodinâmica costeira com recurso a modelos tridimensionais, (iii) efetuar medições de volumes para estudo de balanços sedimentares recorrendo a modelos tridimensionais e (iv) complementar, criar e prover dados para futuros estudos de monitorização. A análise dos resultados comprova uma intensa dinâmica do sistema praia-duna, com transporte sedimentar predominantemente no sentido NW-SE, devido ao vento marinho e à perda de areia na zona de contato berma da praia-duna por toda a área de estudo, mas principalmente na praia de Ofir.
The coastal zone is characterized by its intense morphodynamics and by the sensitivity to natural and anthropic impacts. In the last decades, the NW Portugal coastal zone has suffered generalized erosion, mainly expressed by inland beaches migration, sediment loss e cliffs retreat. Despite being a natural occurrence, this erosion is being enhanced by human activities largely as a consequence of the construction of coastal defence structures. Therefore the survey and development of a precise database is need to support an accurate planning and management in these areas. The acquisition of useful, reliable and exact data is essential to better knowledge and prediction in coastal evolution as to prevent wrong planning and management decisions. In this work low cost coastal survey methods were applied in Ofir and Bonança beaches, in the municipality of Esposende (northwest Portugal). Aerial photography obtained by UAV, photogrammetry techniques and 3D models using specific software, GPS mobile mapping and GIS technologies were developed in order to: (i) show the utility, efficiency and quality of 3D models in coastal survey and analysis; (ii) assess the coastal morphodynamics and evolution; (iii) define sediment growths or losses through volume measurements using these tools; (iv) compile and provide data for future research and survey. The results show an intense dynamics in the beach-dune system with sedimentary transport occurring mainly from NW to SE. This is due to the predominant sea winds and to the sand loss in the contact between the beach and the dune. It occurs in all the studied area but mainly in the Ofir beach.
Huang, Wan-Yu, and 黃琬瑜. "A STUDY ON CONTROL SURVEYING OF DIGITAL AERIAL PHOTOGRAPHIC DATA - AN EXAMPLE OF CHENG-CHI UNIVERSITY CAMPUS." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/31105220067260416213.
Full text國立政治大學
地政學系
88
The objective of this thesis has been to investigate the feasibility of digital aerotriangulation using small format photos. A focal length of 9mm camera mounted on a helicopter with format of 11.5cm by 11.5cm color positives have been used for taking pictures of the research area. The premarked ground control points were surveyed by GPS. Photo control was executed using a Leica BC3 analytical plotter and an Intergraph ImageStation respectively. The coordinates measurements of photo points using the two instruments have been evaluated. Both of interior and exterior parameters computed from digital triangulation and digitized photos have been used to produce the orthoimage. The resultant orthoimage was then superimposed and compared with the existing 1/1000 digital map. The results have indicated that: 1. The RMSE of digital method were X = 0.097m, Y = 0.090m, Z = 0.161m; the RMSE of analytical method were X = 0.132m, Y = 0.120m, Z = 0.144m; 2. Digital aerotriangulation could be performed using small format photos.