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Relevant bibliographies by topics / Photographic surveying. Aerial photography

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Academic literature on the topic 'Photographic surveying. Aerial photography'

Author: Grafiati

Published: 4 June 2021

Last updated: 16 February 2022

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Journal articles on the topic "Photographic surveying. Aerial photography"

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Jianming, Chen. "Map of the Mount Gongga Glacier: A Combination of Terrestrial and Aerial Photogrammetry." Annals of Glaciology 8 (1986): 34–36. http://dx.doi.org/10.1017/s0260305500001099.

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For use in glaciological research, between 1982 and 1984, we succeeded in surveying and mapping the Mount Gongga Glacier, on a scale of 1:25 000, by means of a combination of terrestrial and aerial photogrammetry. This paper describes the method in detail. In the survey area, we set up an independent, triangulation network, with microwave distance measurement, and two, independent, straight-line traverses, for basic control. Control points were observed by intersection. The terrestrial, photogrammetric baselines were projected and corrected into distances on the. plane of the map. Terrestrial photography accounted for the majority of the photographs of the survey area. Surveying and mapping of planimetrie and topographic features were completed on a stereo-autograph, using plates mainly from terrestrial photogrammetry. Where these data were insufficient, they were supplemented by aerial photography, plotted on a photographic plotting instrument. Orientation points of the aerial photographs were established by terrestrial, photogrammetric analysis and located on the map by an optical, mechanical method. The practical result showed that a combination of terrestrial and aerial photogrammetry, in mapping a high, mountain, glacier area, on a large scale, is more feasible and flexible than other methods and more economical as well.

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Jianming, Chen. "Map of the Mount Gongga Glacier: A Combination of Terrestrial and Aerial Photogrammetry." Annals of Glaciology 8 (1986): 34–36. http://dx.doi.org/10.3189/s0260305500001099.

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For use in glaciological research, between 1982 and 1984, we succeeded in surveying and mapping the Mount Gongga Glacier, on a scale of 1:25 000, by means of a combination of terrestrial and aerial photogrammetry. This paper describes the method in detail.In the survey area, we set up an independent, triangulation network, with microwave distance measurement, and two, independent, straight-line traverses, for basic control. Control points were observed by intersection. The terrestrial, photogrammetric baselines were projected and corrected into distances on the. plane of the map.Terrestrial photography accounted for the majority of the photographs of the survey area. Surveying and mapping of planimetrie and topographic features were completed on a stereo-autograph, using plates mainly from terrestrial photogrammetry. Where these data were insufficient, they were supplemented by aerial photography, plotted on a photographic plotting instrument. Orientation points of the aerial photographs were established by terrestrial, photogrammetric analysis and located on the map by an optical, mechanical method.The practical result showed that a combination of terrestrial and aerial photogrammetry, in mapping a high, mountain, glacier area, on a large scale, is more feasible and flexible than other methods and more economical as well.

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Pisetskaya, Olga, Yanina Isayeva, and Maksim Goutsaki. "Application of Unmanned Flying Vehicle for Obtaining Digital Orthofotomaps." Baltic Surveying 11 (November 20, 2019): 60–69. http://dx.doi.org/10.22616/j.balticsurveying.2019.018.

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Nowadays, surveys using unmanned aerial vehicles is becoming popular. The resulting orthophotomap is the final product for creating digital plans and cardboard. The objectives of the study are to study the possibilities of obtaining orthophotomaps from survey materials using unmanned aerial vehicles based on the results of the experiment. The article describes various types of aerial photography. Some types of unmanned flying vehicles to conduct aerial photography for the purpose of monitoring, engineering surveys, inventory of agricultural land, and crop forecasts are considered. A description of aerial photography surveying is given on the example of the city of Dzerzhinsk, Minsk Region, which is performed taking into account the unmanned flying vehicles of GeoScan 201 and the Republican agricultural aero-geodesic unitary enterprise BelPSHAGI. A description of the GeoScan Planner software and basic pre-flight preparation is given. The stages of the preparatory work before the aerial photography, the creation of the planning and high-altitude geodetic justification, the implementation of aerial photography procedures, the steps of the aerial photograph anchorage procedure are considered. Agisoft Photoscan, which allows to get clouds of points, surfaces, 3D models and orthophotomaps using digital raster images are presented. The map of heights (DEM) of the terrain and the orthophotomap was made on the basis of a dense points cloud. According to the results of the research, a conclusion was made on the possibility of using aerial photography materials obtained using unmanned flying vehicles to get orthophotomaps of the required accuracy.

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Cai, Z., W. Liu, G. Luo, and Z. Xiang. "STUDY ON PRACTICAL TECHNOLOGIES OF AERIAL TRIANGULATION FOR REAL SCENE 3D MOELING WITH OBLIQUE PHOTOGRAPHY." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-3 (April 30, 2018): 119–21. http://dx.doi.org/10.5194/isprs-archives-xlii-3-119-2018.

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The key technologies in the real scene 3D modeling of oblique photography mainly include the data acquisition of oblique photography, layout and surveying of photo control points, oblique camera calibration, aerial triangulation, dense matching of multi-angle image, building of triangulation irregular network (TIN) and TIN simplification and automatic texture mapping, among which aerial triangulation is the core and the results of aerial triangulation directly affect the later model effect and the corresponding data accuracy. Starting from this point of view, this paper aims to study the practical technologies of aerial triangulation for real scene 3D modeling with oblique photography and finally proposes a technical method of aerial triangulation with oblique photography which can be put into practice.

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Bryn, Mikhail Y., and Dinara R. Bashirova. "COMPARATIVE EVALUATION EFFICIENCY OF MOBILE LASER SCANNING AND AERIAL SURVEYING FROM UNMANNED AERIAL VEHICLES FOR ROAD SURVEY." Vestnik SSUGT (Siberian State University of Geosystems and Technologies) 26, no. 3 (2021): 20–27. http://dx.doi.org/10.33764/2411-1759-2021-26-3-20-27.

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The application of mobile laser scanning and aerial photography from unmanned aerial vehicles for shooting highways is considered. The aim of the research was to compare the results of shooting using mobile laser scanning systems and aerial photography from an unmanned aerial vehicle to de-termine the preferred option for shooting a highway. The experimental part of the research was carried out using the following equipment: scanning was performed using the Topcon IP - S2 Compact sys-tem, aerial photography was carried out from the GEOSCAN 201 unmanned aerial vehicle. Based on the comparative tests performed on the section of the A - 121 "Sortavala" highway, a comparative analysis of the data obtained for various indicators was carried out: the speed of the shooting stages, the cost of a set of equipment, the cost of shooting, and the accuracy of the results was evaluated. Practical recommendations for the application of these methods are given, their advantages and disad-vantages are indicated.

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Ma, De Ying, and Hong Bin Lai. "Designing and Development of the Aerial Surveying Digital Data Management Information System Based on Two-Tier C/S Structure Model." Advanced Materials Research 610-613 (December 2012): 3702–7. http://dx.doi.org/10.4028/www.scientific.net/amr.610-613.3702.

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It’s necessary for surveying and mapping departments to manage aerial surveying digital data. How to manage increasing data automatically has become an urgent problem to be settled.The framework designing of the aerial digital data management information system is deeply dissertated and discussed in this paper. Then the system based on two-tier C/S structured model, using the Borland's Delphi development tool, Microsoft’s SQL Server 2000 ultra-large databases and SuperMap Objects graphical components is established, using parts of present data collecting from the aerial photographic surveying department.Compared with traditional systems, this aerial digital data management system has a good nature.It realize the automation management and operation easily.

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Rylskiу, Ilya, Evgeniy Eremchenko, and Tatiana Kotova. "Elimination of cloud shadows on materials of aviation shooting in the visible range." InterCarto. InterGIS 26, no. 2 (2020): 286–97. http://dx.doi.org/10.35595/2414-9179-2020-2-26-286-297.

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Aerial photography is often impossible due to the presence of high clouds with contrasting shadows that do not allow to obtain materials suitable for decryption. At the same time, in a significant proportion of projects in Russia, the snowless season suitable for surveying is very short. The inability to perform aerial photography while flying below the clouds leads to cost increasing. In some cases, projects cannot be completed. Existing software does not allow to solve the problem of equalizing the brightness in the shadows for several reasons. The main reason is the inability to identify the boundaries of the shadows using only the spectral characteristics of the images, the inability to determine the amount of correction for shaded areas. To solve this problem, it is proposed to use reference images of the worse resolution obtained from the satellites. Reference images are used to localize and determine the magnitude of the spectral correction of aerial photographs. The work is performed with single orthophotographs or orthophotomosaics in the same coordinate system. To determine the boundaries of the shaded zones and the values of the corrections in brightness, methods of cartographic algebra on regular data arrays are used. Further, the obtained correction matrices are subject to filtering and are used to correct high-resolution aerial photographs. The paper gives an example of the use of free (or cheap) satellite images to eliminate or reduce the contrast of shadows on aerial photographs with a detail of 20 cm. The created prototype software allows to perform additive or multiplicative correction of an array of individual aerial photographs. The proposed approach requires more time for data processing, but gives much more acceptable results for visual (manual) decryption. The method is not recommended for use when working with images in more than 10 cm, when solving monitoring tasks with frequent repeated surveys, and also, if necessary, to carry out automated decoding using spectral standards.

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Kuznetsov, Evgeniy, Galina Koretskaia, and Asmelash Abay. "Comparative Analysis of Aerial Photography with Instrumental Survey." E3S Web of Conferences 174 (2020): 01031. http://dx.doi.org/10.1051/e3sconf/202017401031.

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At present, in Kuzbass, various methods of automation of plane surveys in open mining are used. In most cases, the choice of method depends on the material base of the enterprise and the professionalism of the performers. Typically, the work on the surveying automation consists in using electronic tachometers, which reduce time and simplify field and office work. However, the use of electronic tachometers remains the human factor and does not allow solving the problem of displaying the situation throughout the open pit at one physical moment of time. Aerial photography (AP) significantly increases the performance of plane surveys and makes it possible to most fully and reliably display the information about the surface and ensure the safety of fieldwork. The article presents a comparative analysis of the accuracy of constructing a digital terrain model obtained during aerial photography by AN-2 aircraft and instrumental survey performed with electronic tachometer Leica TS 06 plus, by example of surveying a trench of section № 1 at Olzherassky open pit in the Kemerovo region. The advantages and disadvantages of AP from an airplane and prospects of using AP from an unmanned aerial vehicle (UAV) are given.

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Jamieson, A., I. E. Bassett, L. M. W. Hill, S. Hill, A. Davis, N. W. Waipara, E. G. Hough, and I. J. Horner. "Aerial surveillance to detect kauri dieback in New Zealand." New Zealand Plant Protection 67 (January 8, 2014): 60–65. http://dx.doi.org/10.30843/nzpp.2014.67.5723.

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The causal agent of kauri dieback Phytophthora taxon Agathis (PTA) poses a significant threat to kauri (Agathis australis) in northern New Zealand Groundbased field surveys have previously confirmed PTA presence at several locations across Auckland and Northland However ground surveys are limited to areas adjacent to tracks because of difficulty and cost associated with offtrack access in steep terrain along with concern about furthering spread of PTA A methodology for aerial photographic surveillance of kauri dieback was developed and implemented in Wait257;kere Ranges Hunua Ranges and adjacent forest areas Using recently developed GPS technology photographs were embedded with position data so unhealthy trees were easily located later for groundtruthing Aerial survey was found to be a time and costeffective method for surveying large inaccessible areas of forest for kauri dieback The methodology would also be applicable for detection of visible disease or damage symptoms in other canopy tree species

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Martínez-Carricondo, Patricio, Francisco Agüera-Vega, and Fernando Carvajal-Ramírez. "Use of UAV-Photogrammetry for Quasi-Vertical Wall Surveying." Remote Sensing 12, no. 14 (July 10, 2020): 2221. http://dx.doi.org/10.3390/rs12142221.

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In this study, an analysis of the capabilities of unmanned aerial vehicle (UAV) photogrammetry to obtain point clouds from areas with a near-vertical inclination was carried out. For this purpose, 18 different combinations were proposed, varying the number of ground control points (GCPs), the adequacy (or not) of the distribution of GCPs, and the orientation of the photographs (nadir and oblique). The results have shown that under certain conditions, the accuracy achieved was similar to those obtained by a terrestrial laser scanner (TLS). For this reason, it is necessary to increase the number of GCPs as much as possible in order to cover a whole study area. In the event that this is not possible, the inclusion of oblique photography ostensibly improves results; therefore, it is always advisable since they also improve the geometric descriptions of break lines or sudden changes in slope. In this sense, UAVs seem to be a more economic substitute compared to TLS for vertical wall surveying.

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Dissertations / Theses on the topic "Photographic surveying. Aerial photography"

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Brandtberg, Tomas. "Automatic individual tree-based analysis of high spatial resolution remotely sensed data /." Uppsala : Swedish Univ. of Agricultural Sciences (Sveriges lantbruksuniv.), 1999. http://epsilon.slu.se/avh/1999/91-576-5852-8.pdf.

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Lee, Won Hee. "Bundle block adjustment using 3D natural cubic splines." Columbus, Ohio : Ohio State University, 2008. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1211476222.

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Kelly, Michael A. "Spatial association in archaeology. Development of statistical methodologies and computer techniques for spatial association of surface, lattice and point processes, applied to prehistoric evidence in North Yorkshire and to the Heslerton Romano-British site." Thesis, University of Bradford, 1986. http://hdl.handle.net/10454/4397.

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The thesis investigates the concepts of archaeological spatial association within the context of both site and regional data sets. The techniques of geophysical surveying, surface distribution collection and aerial photography are described and discussed. Several new developments of technique are presented as well as a detailed discussion of the problems of data presentation and analysis. The quantitative relationships between these data sets are explored by modelling them as operands and describing association in terms of operators. Both local and global measures of association are considered with a discussion as to their relative merits. Methods for the spatial association of regional lattice and point processes are developed. A detailed discussion of distance based spatial analysis techniques is presented.

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Kelly, Michael Anthony. "Spatial association in archaeology : development of statistical methodologies and computer techniques for spatial association of surface, lattice and point processes, applied to prehistoric evidence in North Yorkshire and to the Heslerton Romano-British site." Thesis, University of Bradford, 1986. http://hdl.handle.net/10454/4397.

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The thesis investigates the concepts of archaeological spatial association within the context of both site and regional data sets. The techniques of geophysical surveying, surface distribution collection and aerial photography are described and discussed. Several new developments of technique are presented as well as a detailed discussion of the problems of data presentation and analysis. The quantitative relationships between these data sets are explored by modelling them as operands and describing association in terms of operators. Both local and global measures of association are considered with a discussion as to their relative merits. Methods for the spatial association of regional lattice and point processes are developed. A detailed discussion of distance based spatial analysis techniques is presented.

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Brimicombe, A. J. "Uncertainty and fitness-for-use in handling aerial photographic interpretive data in geographical information systems." Thesis, Hong Kong : University of Hong Kong, 1994. http://sunzi.lib.hku.hk/hkuto/record.jsp?B14394820.

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Ahmad, Baharin Bin Biological Earth &amp 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.

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This research assesses the accuracy of SRTM and AIRSAR DEMs acquired over the mountainous-hillands of Cameron Highlands with DEMs generated from Digital Aerial Photograph (DAP) with a fine (2 m) spatial resolution and height resolution of about 0.5 m. The ground control points used for generating stereo models from the DAP were acquired during field work using GPS which achieved accuracy better than 2 cm in most cases. To overcome the difficulty of overlaying the DEMs with the DAP DEM as no features can be easily identified on both the images, therefore a technique of using transects and contours generated from the DEMs were used to correct the horizontal displacement. For AIRSAR DEM, comparing the accompanying AIRSAR composite images was also employed. These then allowed an analysis of the height accuracy to be undertaken. The height of both the AIRSAR and SRTM DEMs were also corrected by applying Linear Regression Models. These models were produced by comparing pixels obtained from points, profiles and an area. Once again the corrected DEMs were assessed. Finally the extracted profiles and contours from the corrected SRTM and AIRSAR were compared with the reference DEM. From the comparisons, the horizontal errors were found to be about one and the half pixels (138.72 m: for SRTM) to the east and 1 pixel (10 m: for AIRSAR) to the south. The SD of height differences of the SRTM and AIRSAR DEMs using 90% data were 9.2 m and 5.2 m with profiles comparison; 10.4 m and 5.4 m with area comparison; 10.8 m and 2.4 m with GPS GCPs comparison respectively. From the three comparisons, the means of height differences are 5.2 m, 6.1 m and 15.2 m for SRTM and 8.1 m, 8.3 m and 7.9 m for AIRSAR DEM. The results suggest there is height offset in the AIRSAR DEM. When both heights of DEMs were corrected, the generated contours are close to each other and to reference contours. Using contour colours images and height modelling, the corrected DEM was found to have the potential to detect areas that prone to flash floods and mudslides.

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Wiles, Steven Jay. "Evaluation of photographic properties for area estimation." Thesis, Virginia Tech, 1988. http://hdl.handle.net/10919/44695.

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From the known image positional errors on aerial photographs, this thesis computes and evaluates acreage estimation errors. Four hypothetical tracts were used in simulating aerial photographs with 104 different camera orientation combinations. Flying heights of 4000 and 6000 feet, focal lengths of 24 and 50 millimeters with and without lens distortion, and tilts of 0, 3, 6, and 12 degrees were simulated. The 416 photographs were all simulated with the camera exposure station centered above the midpoint of the respective tract's bounding rectangle. The topographic relief of the tracts ranged from 19 feet in the Coastal Plain to 105 feet in the Piedmont.

It was found that lens focal length did not have an independent effect on the acreage estimates. Relief error, the lowest, averaged -0.080%. In comparison, small errors in calculating scale were shown to be larger than relief errors. Tilt was recommended to be limited to six degrees, averaging +1.6% error at six degrees tilt. Because of its positive exponential nature when the tracts are centered, tilt can induce large biases. including tilts from zero to six degrees,the average was 0.634%. Lens distortion error averaged -0.686%. Overall, the average acreage error was 0.363% for simulations up to and including six degrees of tilt with and without lens distortion. This result is for centered tracts, and it was felt many of the errors were compensating given this situation. In conclusion, the photographic images can estimate areas to $1%, however, additional errors are imparted during actual measurement of the photographs.
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Williams, Allan Robert. "British photographic intelligence during the Second World War : a study of Operation Crossbow." Thesis, University of Edinburgh, 2016. http://hdl.handle.net/1842/22046.

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In 2013 the candidate published Operation Crossbow: The Untold Story of Photographic Intelligence and the Search for Hitler’s V Weapons. Through a detailed examination of the relevant primary sources – including aerial photography recently released to the National Collection of Aerial Photography in Edinburgh - this book investigates the role of British photographic interpretation in the hunt for German V-weapons during Operation Crossbow. In so doing, it provides a wealth of information on such matters as the wartime development of photographic interpretation, the techniques used by the interpreters, the personalities involved, the significance of photographic intelligence to the operation, and the wider politics of wartime intelligence. In particular, it contests some of the claims made by R. V. Jones in his memoir, Most Secret War (1978), about the role of photographic interpretation in the Crossbow investigation. It also demonstrates the wider importance of photographic intelligence in the British military history of the war and offers some explanation as to why this has become a ‘missing dimension’ of wartime intelligence studies. The critical review seeks to provide an academic superstructure for the book, which was intended for a general readership, and demonstrates that the research included therein is commensurate with that required for a PhD.

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Park, Keith Marron. "The global-to-local search method: A systematic search procedure that uses the context of the textured layout to locate and detect low-contrast targets in aerial images." CSUSB ScholarWorks, 1993. https://scholarworks.lib.csusb.edu/etd-project/700.

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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.

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碩士
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.

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Books on the topic "Photographic surveying. Aerial photography"

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1943-, Berlin Graydon Lennis, ed. Interpretation of aerial photographs. 4th ed. New York: Macmillan Publ.Co., 1985.

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1943-, Berlin Graydon Lennis, ed. Interpretation of aerial photographs. 4th ed. Minneapolis, Minn: Burgess Pub. Co., 1985.

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Zbornik radova. Beograd: [s.n.], 1989.

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Ciciarelli, John A. A practical guide to aerial photography: With anintroduction to surveying. New York: Van Nostrand Reinhold, 1991.

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A practical guide to aerial photography: With an introduction to surveying. New York: Van Nostrand Reinhold, 1991.

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Aerial mapping: Methods and applications. Boca Raton: Lewis, 1995.

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Falkner, Edgar. Aerial mapping: Methods and applications. 2nd ed. Boca Raton [Fla.]: Lewis, 2002.

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1951-, Morgan Dennis, ed. Aerial mapping: Methods and applications. 2nd ed. Boca Raton, Fla: Lewis Publishers, 2001.

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Ciciarelli, John A. A Practical Guide to Aerial Photography with an Introduction to Surveying. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7.

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Scarso, Marisa, Giuliana Baso, and Francesca Rizzi. Visione nadirale: Riprese aeree, immagini satellitari, fotopiani e archivi digitali del Veneto. Padova: Il poligrafo, 2007.

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Book chapters on the topic "Photographic surveying. Aerial photography"

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Ciciarelli, John A. "Aerial Photography as a Surveying Tool." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 77–93. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_5.

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Ciciarelli, John A. "Using Your Own Aerial Photography." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 94–108. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_6.

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Ciciarelli, John A. "Map Surveying." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 147–58. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_9.

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Ciciarelli, John A. "Surveying Accuracy and Precision." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 38–53. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_3.

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Ciciarelli, John A. "Some Fundamentals of Surveying." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 109–28. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_7.

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Ciciarelli, John A. "Trigonometry." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 1–17. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_1.

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Ciciarelli, John A. "Some Practical Area and Volume Considerations." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 18–37. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_2.

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Ciciarelli, John A. "Some Fundamentals of Photogrammetry." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 54–76. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_4.

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Ciciarelli, John A. "Project Layout and Planning." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 129–46. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_8.

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Aber, James S., Irene Marzolff, and Johannes B. Ries. "Photographic Composition." In Small-Format Aerial Photography, 57–68. Elsevier, 2010. http://dx.doi.org/10.1016/b978-0-444-53260-2.10005-5.

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Conference papers on the topic "Photographic surveying. Aerial photography"

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Wang, Ping, Fan Yang, Zheng Wei, Ji-Sheng Zeng, and Yu-Chao Sun. "The Application of A3 Aerial Photography in Island Surveying and Mapping." In 2nd 2016 International Conference on Sustainable Development (ICSD 2016). Paris, France: Atlantis Press, 2017. http://dx.doi.org/10.2991/icsd-16.2017.96.

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Ciminale, M., E. Ricchetti, and A. De Siena. "Aerial photography and magnetic surveying in the archaeological park of Metaponto (Southern Italy)." In 4th EEGS Meeting. European Association of Geoscientists & Engineers, 1998. http://dx.doi.org/10.3997/2214-4609.201407217.

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Pukite, Vivita, Vita Celmina, and Dainora Jankauskiene. "ECONOMIC ANALYSIS OF QUARRY SURVEYING." In GEOLINKS International Conference. SAIMA Consult Ltd, 2020. http://dx.doi.org/10.32008/geolinks2020/b2/v2/18.

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There are several surveying methods whose practical function is to determine the areas of land, distances, heights, the amount of earthwork, and to produce reduced images of the earth's surface. The research looks at how geodetic and remote sensing methods can be used, and the results they provide in quarry surveying. The most important in quarry surveying is to get an accurate land surface for calculation of the volume of mineral resources. After quarries surveying, it is possible to calculate the amount of remaining mineral resources. Within the framework of the research, were performed surveying in quarries with geodetic surveying and remote sensing methods. For geodetic surveying was used GNSS receiver and a robotic total station, but from remote sensing methods were used aerial photography and aerial laser scanning. The most important reason why it is important to get an accurate surface and make an accurate volume calculation in quarry surveying is the economic factor. The economic analysis was carried out using a comparison method based on volume, market price and natural resources tax. The research presents the advantages and disadvantages of each surveying method and explains the results obtained, based on economic calculations. The main conclusion is that the accuracy of the preparation of land surface relief models is based mainly on economic calculations because mineral resources are a commodity that is bought and sold for which tax is payable.

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Busko, Małgorzata. "Updated Land Use in the Modernization of the Cadastre – Analysis of the Surveying and Legal Procedures and the Financial Consequences." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.175.

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Land uses are features of the cadastral database. When carrying out the modernization of the cadastre, their update is necessary, according to the Regulation on the register of land and buildings, applicable in Poland. The Regulation sets out the principles for assigning land use categories to given land. The manner of land use carries specific consequences for the owner, namely, it is the determinant of the tax rate which, together with the surface area of the land, results in a specified amount of annual tax liabilities. For this reason, defining the type and extent of land use in the real estate cadastre raises intense feelings. Here, the affairs of land owners, who wish to incur the lowest possible costs associated with the possessed property, and of the municipality – the beneficiary of the property tax, are in contradiction. The article presents the procedure for updating land uses during the modernization of the cadastre. According to the Regulation on the register of land and buildings, a digital description of the contour of land use may be drawn up, based on the results of field measurements, digitization of the analog map or the processed aerial photographs. In the project, which is the basis of this article, the sources of information on the land uses included the cadastral map in the analog form as well as surveying and cartographic materials from individual surveying tasks. However, the content of the current orthophotomap, prepared for the modernization of the cadastre, and the data from the field surveys were of the greatest importance.

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