Academic literature on the topic 'Topographic positioning'
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Journal articles on the topic "Topographic positioning"
Mikita, Tomáš, and Martin Klimánek. "Topographic Exposure and its Practical Applications." Journal of Landscape Ecology 3, no. 1 (January 1, 2010): 42–51. http://dx.doi.org/10.2478/v10285-012-0022-3.
Full textWang, Lihui, Le Yu, and Yanhua Zhu. "Construction Method of the Topographical Features Model for Underwater Terrain Navigation." Polish Maritime Research 22, s1 (September 1, 2015): 121–25. http://dx.doi.org/10.1515/pomr-2015-0043.
Full textHan, Jen-Yu, Yu Wu, and Rou-Yu Liu. "Determining the optimal site location of GNSS base stations." Boletim de Ciências Geodésicas 18, no. 1 (March 2012): 154–69. http://dx.doi.org/10.1590/s1982-21702012000100009.
Full textRodrigues, Thiago G., Waldir R. Paradella, and Cleber G. Oliveira. "Evaluation of the altimetry from SRTM-3 and planimetry from high-resolution PALSAR FBD data for semi-detailed topographic mapping in the Amazon Region." Anais da Academia Brasileira de Ciências 83, no. 3 (September 2011): 953–66. http://dx.doi.org/10.1590/s0001-37652011000300014.
Full textCarreno-Luengo, Hugo, Guido Luzi, and Michele Crosetto. "First Evaluation of Topography on GNSS-R: An Empirical Study Based on a Digital Elevation Model." Remote Sensing 11, no. 21 (October 31, 2019): 2556. http://dx.doi.org/10.3390/rs11212556.
Full textWilson, John P., Damian J. Spangrud, Gerald A. Nielsen, Jeffrey S. Jacobsen, and David A. Tyler. "Global Positioning System Sampling Intensity and Pattern Effects on Computed Topographic Attributes." Soil Science Society of America Journal 62, no. 5 (September 1998): 1410–17. http://dx.doi.org/10.2136/sssaj1998.03615995006200050038x.
Full textSevruk, B., and K. Mieglitz. "The effect of topography, season and weather situation on daily precipitation gradients in 60 Swiss valleys." Water Science and Technology 45, no. 2 (January 1, 2002): 41–48. http://dx.doi.org/10.2166/wst.2002.0025.
Full textScambos, Ted A., Nadine A. Nereson, and Mark A. Fahnestock. "Detailed topography of Roosevelt Island and Siple Dome, West Antarctica." Annals of Glaciology 27 (1998): 61–67. http://dx.doi.org/10.3189/1998aog27-1-61-67.
Full textBarliba, Livia Luminita, Costel Barliba, and Adrian Smuleac. "Topographical survey work and stake out of an agroindustrial building from Periam village, Timis county." Bulletin of University of Agricultural Sciences and Veterinary Medicine Cluj-Napoca. Horticulture 73, no. 2 (November 30, 2016): 299. http://dx.doi.org/10.15835/buasvmcn-hort:12274.
Full textHerbei, Mihai Valentin, Roxana Claudia Herbei, and Larisa Ofelia Filip. "Spatial Representation of Useful Minerals Deposits." Mining Revue 27, no. 2 (June 1, 2021): 84–92. http://dx.doi.org/10.2478/minrv-2021-0019.
Full textDissertations / Theses on the topic "Topographic positioning"
Itame, Otávio Yassuo 1956. "Avaliação do posicionamento plano-altimétrico com receptor gps em diferentes tipos de uso do solo /." Botucatu : [s.n.], 2008. http://hdl.handle.net/11449/101877.
Full textBanca: José Milton Arana
Banca: Osmar Delmanto Junior
Banca: Lincoln Gering Cardoso
Banca: Vilmar Antonio Rodrigues
Resumo: Neste trabalho, foram realizados levantamentos topográficos para a avaliação do efeito da cobertura vegetal, na recepção de sinais GPS, para obtenção de posicionamento tri-dimensional, considerando os estudos realizados em diferentes tipos de uso do solo. Vértices foram implantados em diferentes tipos de uso do solo; em área com pastagem, com plantação de seringueiras e com eucaliptos, e as suas posições determinadas com estação total, nivelamento geométrico e com receptores GPS. Na avaliação do posicionamento altimétrico adotou-se como valores de referência os desníveis determinados com o nivelamento geométrico para avaliação dos dados obtidos com receptores GPS. As coordenadas planimétricas obtidas com receptores GPS foram analisadas utilizando-se com valores de referência os dados obtidos com a estação total. No levantamento topográfico com estação total foram adotadas as prescrições estabelecidas nas Normas da Associação Brasileira de Normas Técnicas (ABNT) NBR 13.133, Execução de Levantamentos Topográficos, para poligonais do tipo IVP. Foi realizada a análise de exatidão e de precisão do posicionamento tridimensional, adotando como padrão a NBR 13133 da ABNT para a classe do levantamento executado. Para aplicações do GPS na altimetria há necessidade do conhecimento da ondulação geoidal (N), que neste trabalho, para a sua determinação foram coletados dados com receptor na referência de nível (RN). Os resultados obtidos indicam que cuidados especiais devem ser tomados nos levantamentos com receptores GPS em áreas com cobetura vegetal, pois estas interferem na propagação das ondas eletromagnéticas provenientes dos satélites podendo inviabilizar o posicionamento.
In this work, topographic surveys were carried out in order to evaluate the effect of vegetal cover, on the reception of GPS signals, for 3D positioning, considering studies to be made in different types of land use. Points were set up on different types of land use, in areas containing grass, rubber trees and eucalyptus, which had their positions defined using a total station, geometric leveling and GPS receivers In the evaluation of height positioning it was adopted as reference values the height differences determined by geometric levelling in order to evaluate data obtained through GPS receivers. Planimetric coordinates obtained by using GPS receivers were analysed using as reference values the data obtained using a total station. During the topographic survey using a total station the recommendations set up by the Brazilian Association for Technical Rules (ABNT) NBR 13.133, regarding the execution of topographic surveys, for transverses of type IVP. Accuracy and precision analysis was made on the 3D positioning, also considering ABNT NBR 13.133, for the class of topographic survey which was carried out. In order to apply GPS on height positiong it is necessary to know the geoidal ondulation (N) and, in this work, N was computed based upon data acquired employing receivers at the level reference (RN). The results obtained indicate that special care must be taken during the surveys carried out with the use of GPS receivers on areas with vegetal cover, because it causes interference in the propagation of electromagnetic waves from the satellite which can even make the positioning become unviable.
Doutor
Itame, Otávio Yassuo [UNESP]. "Avaliação do posicionamento plano-altimétrico com receptor gps em diferentes tipos de uso do solo." Universidade Estadual Paulista (UNESP), 2008. http://hdl.handle.net/11449/101877.
Full textNeste trabalho, foram realizados levantamentos topográficos para a avaliação do efeito da cobertura vegetal, na recepção de sinais GPS, para obtenção de posicionamento tri-dimensional, considerando os estudos realizados em diferentes tipos de uso do solo. Vértices foram implantados em diferentes tipos de uso do solo; em área com pastagem, com plantação de seringueiras e com eucaliptos, e as suas posições determinadas com estação total, nivelamento geométrico e com receptores GPS. Na avaliação do posicionamento altimétrico adotou-se como valores de referência os desníveis determinados com o nivelamento geométrico para avaliação dos dados obtidos com receptores GPS. As coordenadas planimétricas obtidas com receptores GPS foram analisadas utilizando-se com valores de referência os dados obtidos com a estação total. No levantamento topográfico com estação total foram adotadas as prescrições estabelecidas nas Normas da Associação Brasileira de Normas Técnicas (ABNT) NBR 13.133, Execução de Levantamentos Topográficos, para poligonais do tipo IVP. Foi realizada a análise de exatidão e de precisão do posicionamento tridimensional, adotando como padrão a NBR 13133 da ABNT para a classe do levantamento executado. Para aplicações do GPS na altimetria há necessidade do conhecimento da ondulação geoidal (N), que neste trabalho, para a sua determinação foram coletados dados com receptor na referência de nível (RN). Os resultados obtidos indicam que cuidados especiais devem ser tomados nos levantamentos com receptores GPS em áreas com cobetura vegetal, pois estas interferem na propagação das ondas eletromagnéticas provenientes dos satélites podendo inviabilizar o posicionamento.
In this work, topographic surveys were carried out in order to evaluate the effect of vegetal cover, on the reception of GPS signals, for 3D positioning, considering studies to be made in different types of land use. Points were set up on different types of land use, in areas containing grass, rubber trees and eucalyptus, which had their positions defined using a total station, geometric leveling and GPS receivers In the evaluation of height positioning it was adopted as reference values the height differences determined by geometric levelling in order to evaluate data obtained through GPS receivers. Planimetric coordinates obtained by using GPS receivers were analysed using as reference values the data obtained using a total station. During the topographic survey using a total station the recommendations set up by the Brazilian Association for Technical Rules (ABNT) NBR 13.133, regarding the execution of topographic surveys, for transverses of type IVP. Accuracy and precision analysis was made on the 3D positioning, also considering ABNT NBR 13.133, for the class of topographic survey which was carried out. In order to apply GPS on height positiong it is necessary to know the geoidal ondulation (N) and, in this work, N was computed based upon data acquired employing receivers at the level reference (RN). The results obtained indicate that special care must be taken during the surveys carried out with the use of GPS receivers on areas with vegetal cover, because it causes interference in the propagation of electromagnetic waves from the satellite which can even make the positioning become unviable.
Teshome, Bezuayehu, Stefan Facsko, and Adrian Keller. "Topography-controlled alignment of DNA origami nanotubes on nanopatterned surfaces." Royal Society of Chemistry, 2014. https://tud.qucosa.de/id/qucosa%3A36286.
Full textRodrigues, Ramon Juliano 1982. "Precisão de planta planialtimétrica gerada por modelagem numérica de superfície a partir de coordenadas UTM plano retangulares coletadas em receptor GPS topográfico /." Botucatu : [s.n.], 2006. http://hdl.handle.net/11449/90585.
Full textBanca: Sérgio Pascoal de Campos
Banca: Rutênio José Latanze
Resumo: O planejamento de atividades em áreas, notadamente em áreas extensas como o caso canaviais, rurais é inegavelmente melhor dimensionado quando se tem em mãos acuradas plantas planialtimetricas. Em que use a existência de cartas oficiais, como são exemplos as cartas do IBGE e as cartas do plano Cartográfico do Estado de São Paulo, não raras vezes o planejador necessitsa de maior acuracidade no que diz respeito à equidistância vertical entre curvas. O tradicional levantamento topográfico convencional embora apresente excelente resultado, tem como inconveniência o tempo dispendido e custos. Dentro desse contexto, foi desenvolvido o presente projeto que teve como objetivo constatar a acurácia de carta de relevo obtida pelo sistema de posicionamento global, tendo como testemunha cordões de contorno precisamente locados através de método geométrico. Paralelamente o presente projeto teve também por objetivo comparar diferenças de área segundo superfície em plano e inclinado calculado segundo métodos eletrônico e manual e a possível influência do relevo na estimativa de produção de cana-deaçúcar. 2 Os resultados obtidos mostram, que os dados coletados por um receptor GPS topográfico Pró XR Trimble permitiram a geração de planta planialtimétrica com equidistância vertical de 1,0 metro cuja precisão foi compatível com o relevo real de campo, pelo que se pode sugerir a utilização do método como sustentação ao planejamento de projetos agrícolas. Foi também possível constatar que as metodologias adotadas para cálculo de área considerando plano inclinado (X Y Z) nos métodos manual e eletrônico, proporcionaram os mesmos resultados sendo que ambos apresentaram diferença de 0,27% com relação à respectiva projeção horizontal o que não explica a diferença entre a produção estimada e real geralmente ao redor de 5,0 %, segundo a Associação dos Plantadores de Cana do Médio Tietê.
Abstract: The planning of activities in agricultural areas, especially in extensive areas as the canaviais, undeniably it is better calculated when there are improved altimetric plain plants. Where it uses the existence of official letters, as the letters of IBGE and the letters of the Cartographic plan of the State of São Paulo are examples, not rare times the planner needs bigger exactness in relation to the equality of vertical distance between curves. The traditional conventional topographical survey, even so presents excellent result, has as inconvenience the spent time and costs. Inside of this context, the present project was developed that had as objective to evidence the exactness of the relief letter gotten for the global positioning system, having as witness laces of contour necessarily leased through the geometric method. Parallel, the present project had also for objective to compare differences of area as surface in plan and inclined, calculated as eletronic and manual methods and the possible influence of the relief in the estimate cane-of-sugar production. The gotten results show that the data collected for a topographical receiver GPS Pró XR Trimble had allowed the generation of altimetric plain plant with 4 equality of vertical distance of 1,0 meter whose precision was compatible with the real relief of field, for what if can suggest the use of the method as sustentation to the planning of agricultural projects. It was also possible to evidence that the methodologies adopted for calculation for area considering plain inclined (X, Y, Z) in the manual and electronic methods, had provided the same results, being that both had presented difference of 0,27% with regard to the respective horizontal... (Complete abstract click electronic access below)
Mestre
Rodrigues, Ramon Juliano [UNESP]. "Precisão de planta planialtimétrica gerada por modelagem numérica de superfície a partir de coordenadas UTM plano retangulares coletadas em receptor GPS topográfico." Universidade Estadual Paulista (UNESP), 2006. http://hdl.handle.net/11449/90585.
Full textUniversidade Estadual Paulista (UNESP)
O planejamento de atividades em áreas, notadamente em áreas extensas como o caso canaviais, rurais é inegavelmente melhor dimensionado quando se tem em mãos acuradas plantas planialtimetricas. Em que use a existência de cartas oficiais, como são exemplos as cartas do IBGE e as cartas do plano Cartográfico do Estado de São Paulo, não raras vezes o planejador necessitsa de maior acuracidade no que diz respeito à equidistância vertical entre curvas. O tradicional levantamento topográfico convencional embora apresente excelente resultado, tem como inconveniência o tempo dispendido e custos. Dentro desse contexto, foi desenvolvido o presente projeto que teve como objetivo constatar a acurácia de carta de relevo obtida pelo sistema de posicionamento global, tendo como testemunha cordões de contorno precisamente locados através de método geométrico. Paralelamente o presente projeto teve também por objetivo comparar diferenças de área segundo superfície em plano e inclinado calculado segundo métodos eletrônico e manual e a possível influência do relevo na estimativa de produção de cana-deaçúcar. 2 Os resultados obtidos mostram, que os dados coletados por um receptor GPS topográfico Pró XR Trimble permitiram a geração de planta planialtimétrica com equidistância vertical de 1,0 metro cuja precisão foi compatível com o relevo real de campo, pelo que se pode sugerir a utilização do método como sustentação ao planejamento de projetos agrícolas. Foi também possível constatar que as metodologias adotadas para cálculo de área considerando plano inclinado (X Y Z) nos métodos manual e eletrônico, proporcionaram os mesmos resultados sendo que ambos apresentaram diferença de 0,27% com relação à respectiva projeção horizontal o que não explica a diferença entre a produção estimada e real geralmente ao redor de 5,0 %, segundo a Associação dos Plantadores de Cana do Médio Tietê.
The planning of activities in agricultural areas, especially in extensive areas as the canaviais, undeniably it is better calculated when there are improved altimetric plain plants. Where it uses the existence of official letters, as the letters of IBGE and the letters of the Cartographic plan of the State of São Paulo are examples, not rare times the planner needs bigger exactness in relation to the equality of vertical distance between curves. The traditional conventional topographical survey, even so presents excellent result, has as inconvenience the spent time and costs. Inside of this context, the present project was developed that had as objective to evidence the exactness of the relief letter gotten for the global positioning system, having as witness laces of contour necessarily leased through the geometric method. Parallel, the present project had also for objective to compare differences of area as surface in plan and inclined, calculated as eletronic and manual methods and the possible influence of the relief in the estimate cane-of-sugar production. The gotten results show that the data collected for a topographical receiver GPS Pró XR Trimble had allowed the generation of altimetric plain plant with 4 equality of vertical distance of 1,0 meter whose precision was compatible with the real relief of field, for what if can suggest the use of the method as sustentation to the planning of agricultural projects. It was also possible to evidence that the methodologies adopted for calculation for area considering plain inclined (X, Y, Z) in the manual and electronic methods, had provided the same results, being that both had presented difference of 0,27% with regard to the respective horizontal... (Complete abstract click electronic access below)
Wu, Yu, and 吳宇. "Quality Assessment for GNSS Relative Positioning under Topographic Obstruction." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/18629414122868735753.
Full text國立臺灣大學
土木工程學研究所
99
As the spatial information technology advances, one could easily have access to high quality digital terrain data (e.g., digital surface model, digital elevation model, etc.). This advance also makes possible an accurate analysis for the topographic effects in the Global Navigation Satellite System (GNSS) positioning task. In this study, an integrated approach for analyzing the impact of topographic obstruction on GNSS relative positioning has been established and verified by numerical validations. Results from case studies reveals that, by incorporating terrain data in an analysis, the rate of successfully predicted number of satellites has been improved by 40%. It illustrates that the topographic effect should be an essential consideration in a satellite surveying. Additionally, the proposed methodology was also applied successfully to three related tasks, including baseline accuracy assessment, base station location optimization, and GPS network desification. Consequently, the reliability for a satellite surveying and its related applications can now be significantly improved by incorporating the proposed approach.
Chun-Hung, Liu, and 劉俊宏. "The Study on Multi-path Effect the RTK Positioning Accuracy Caused by Canopy and Topography." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/18720848973961259203.
Full text國立屏東科技大學
森林系
93
Due to the rapid development of the Real-time Differential Positioning System, the accuracy has minimized to smaller unit such as centimeter. However, in a forest environment, GPS satellite signals are interfered by the multi-path effect which is formed by crown canopies and terrains. This would unfortunately lead to unpredictable errors. The objective of this research is to use the true evidence of the influential degree of Real-time Differential Positioning system that tested under multi-path effect in a forest environment to discuss the difference of the error effects. This research begins with the direct relation of multi-path effect with three factors, crown canopies, terrains and distance. Crown canopies effect starts from the vertical crown canopies edge, set 4 rover stations with interval of 8 meters from the vertical line of crown edge. It is found that the Real-time Differential System measurement error has reduced obviously after 8 meters. The structure of the satellite Dilution of Precision distribution was influenced by the covered crown canopies and the relative movement of the rover stations and has shown irregular distribution. Rising the observation angle would help to reduce the influence on the multi-path effect which is formed by the terrain, but the number and initial rate of observation satellite would lowered, and rising Dilution of Precision value has limitation on the control method. Under different terrain coverage such as 30%, 40% and 50%, showed that position error and the coverage has no direct relation. Getting more close to the base point of the slope, the bigger position error occur. The longer the base line between base station and rover station, the larger the Real-time Differential position error. However, when the length of the base line exceed 1.82 meter, the difference is not that apparent. The factor that influence the individual rover station position precision is the satellite Dilution of Precision.
Books on the topic "Topographic positioning"
Takāmul nuẓum taḥdīd al-mawāqiʻ, wa-nuẓum al-maʻlūmāt al-jughrāfīyah, wa-nuẓum al-istishʻār min buʻd, wa-nuẓum al-masāḥah al-jawwīyah al-raqamīyah li-taḥdīth al-kharāʼiṭ al-ṭubūghrāfīyah al-Saʻūdīyah dhāta al-miqyās 1:50,000: Wādī Ḥanīfah namūdhaj lil-dirāsah. al-Kuwayt: Markaz Dirāsāt al-Khalīj wa-al-Jazīrah al-ʻArabīyah, Jāmiʻat al-Kuwayt, 2001.
Find full textBontrager, Kenneth L. Textbook of radiographic positioning and related anatomy. 4th ed. St. Louis: Mosby, 1997.
Find full textBontrager, Kenneth L. Textbook of radiographic positioning and related anatomy. 3rd ed. St. Louis, MO: C.V. Mosby, 1993.
Find full textT, Anthony Barry, and Bontrager Kenneth L, eds. Textbook of radiographic positioning and related anatomy. 2nd ed. St. Louis, MO: C.V. Mosby, 1987.
Find full textP, Lampignano John, ed. Textbook of radiographic positioning and related anatomy. 7th ed. St. Louis, Mo: Mosby/Elsevier, 2010.
Find full textBontrager, Kenneth L. Textbook of radiographic positioning and Related anatomy. 2nd ed. Miossouri: The C. V. Mosby Company, 1987.
Find full textBontrager, Kenneth L. Textbook of radiographic positioning and related anatomy. 4th ed. St. Louis: Mosby, 1997.
Find full textTextbook of radiographic positioning and related anatomy. 3rd ed. St. Louis: Mosby Year Book, 1993.
Find full textUnited States. National Ocean Service, ed. National height modernization study: Report to Congress : executive summary. [Silver Spring, Md.]: U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, National Geodetic Survey, 1998.
Find full textKleijer, Frank. Troposphere modeling and filtering for precise GPS leveling. Delft: Nederlandse Comissie voor Geodesie, 2004.
Find full textBook chapters on the topic "Topographic positioning"
Rizos, Chris, and Richard Coleman. "Vertical Datum Definition for Oceanographic Studies Using the Global Positioning System." In Sea Surface Topography and the Geoid, 129–38. New York, NY: Springer New York, 1990. http://dx.doi.org/10.1007/978-1-4684-7098-7_15.
Full textRomano, Francesca Vera, Vincenzo Nunzio Scalcione, Paola D’Antonio, Chiara D'Antonio, and Emilia Lacetra. "Precision agriculture and conservation of coastal landscapes." In Proceedings e report, 580–85. Florence: Firenze University Press, 2020. http://dx.doi.org/10.36253/978-88-5518-147-1.58.
Full textOsmanovic, Smajo. "Imaging." In Glaucoma. Oxford University Press, 2012. http://dx.doi.org/10.1093/oso/9780199757084.003.0010.
Full text"Topographical Surveying Using Abney Levels and Global Positioning Systems." In Field Guide to Environmental Engineering for Development Workers, 75–90. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/9780784409855.ch05.
Full textDas, Sajal K., Hemanshu R. Pota, and Ian R. Petersen. "Advanced Vibration Control of Atomic Force Microscope Scanner." In Handbook of Research on Advanced Intelligent Control Engineering and Automation, 84–106. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-7248-2.ch003.
Full textConference papers on the topic "Topographic positioning"
Ajemba, Peter O., Nelson G. Durdle, Doug L. Hill, and V. J. Raso. "Posture and re-positioning considerations of a complete torso topographic analysis system for assessing scoliosis." In Electronic Imaging 2006, edited by Brian D. Corner, Peng Li, and Matthew Tocheri. SPIE, 2006. http://dx.doi.org/10.1117/12.643183.
Full textTran, Thanh Son, M. G. Mustafin, A. A. Kuzin, and A. A. Kuzin. "Use of Satellite Positioning Technology Using Reference Stations to Create Large-Scale Topographic Plans for Quarries." In Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" dedicated to the 85th anniversary of H.I. Ibragimov (ISEES 2019). Paris, France: Atlantis Press, 2019. http://dx.doi.org/10.2991/isees-19.2019.14.
Full textda Silveira Pereira, Rodrigo, Paula Lucia Ferrucio da Rocha, and João Wagner Alencar Castro. "Topographic beach profiling with differential global positioning system (DGPS) - Peró beach, Cabo Frio, Rio de Janeiro State, Brazil." In 10th International Congress of the Brazilian Geophysical Society. European Association of Geoscientists & Engineers, 2007. http://dx.doi.org/10.3997/2214-4609-pdb.172.sbgf0213_07.
Full textda Silveira Pereira, Rodrigo, Paula Lucia Ferrucio da Rocha, and João Wagner Alencar Castro. "Topographic beach profiling with differential global positioning system (DGPS) - Peró beach, Cabo Frio, Rio de Janeiro State, Brazil." In 10th International Congress of the Brazilian Geophysical Society & EXPOGEF 2007, Rio de Janeiro, Brazil, 19-23 November 2007. Society of Exploration Geophysicists and Brazilian Geophysical Society, 2007. http://dx.doi.org/10.1190/sbgf2007-245.
Full textYokoo, K., T. Nishidoi, H. Urabe, T. Ikenouchi, T. Ninomiya, M. Yoshida, and J. Sugiyama. "RSS-based localization considering topographical feature for pasturing." In 2013 10th Workshop on Positioning, Navigation and Communication (WPNC). IEEE, 2013. http://dx.doi.org/10.1109/wpnc.2013.6533277.
Full textBasu, Debashis, Robert Sewell, Kaushik Das, Ron Janetzke, Biswajit Dasgupta, John Stamatakos, and Deborah Waiting. "Numerical Simulation of Tsunami Run-Up and Inundation for the 2011 Tōhuku-Oki Tsunami: A Parametric Analysis for Tsunami Run-Up and Wave Height." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23138.
Full textPratap, Ashwani, and Karali Patra. "Analysis of Polycrystalline Diamond Micro-Grinding Tool Topography Using Image Processing." In ASME 2019 14th International Manufacturing Science and Engineering Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/msec2019-2862.
Full textYan, Yan, and Qingze Zou. "An Integrated Approach to High-Speed Probe-Based Nanofabrication: SPM Imaging." In 2008 Second International Conference on Integration and Commercialization of Micro and Nanosystems. ASMEDC, 2008. http://dx.doi.org/10.1115/micronano2008-70297.
Full textTorres, Omar, and Stephen J. Katzberg. "Analysis of reflected Global Positioning System (GPS) signals from land for soil moisture determination and topography mapping." In International Symposium on Optical Science and Technology, edited by William L. Barnes. SPIE, 2002. http://dx.doi.org/10.1117/12.451371.
Full textLoychik, Neil, Mathieu Barraja, Afzal Khan, R. Ryan Vallance, Eric R. Marsh, and Dave A. Arneson. "Mechanical Design of a Precision Instrument for Measuring the Roundness Profiles of Micro Shafts." In ASME 2006 International Manufacturing Science and Engineering Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/msec2006-21101.
Full textReports on the topic "Topographic positioning"
Bennett, K., J. Biggs, and P. R. Fresquez. Determination of locational error associated with global positioning system (GPS) radio collars in relation to vegetation and topography in north-central New Mexico. Office of Scientific and Technical Information (OSTI), February 1997. http://dx.doi.org/10.2172/468550.
Full text