Relevant bibliographies by topics / Height determination

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Height determination'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 January 2023

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Journal articles on the topic "Height determination"

1

Dodson, A. H. "GPS FOR HEIGHT DETERMINATION." Survey Review 33, no. 256 (April 1995): 66–76. http://dx.doi.org/10.1179/sre.1995.33.256.66.

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Eresmaa, N., A. Karppinen, S. M. Joffre, J. Räsänen, and H. Talvitie. "Mixing height determination by ceilometer." Atmospheric Chemistry and Physics Discussions 5, no. 6 (December 9, 2005): 12697–722. http://dx.doi.org/10.5194/acpd-5-12697-2005.

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Abstract. A novel method for estimating the mixing height based on ceilometer measurements is described and tested against commonly used methods for determining mixing height. In this method an idealised backscatter profile is fitted to the observed backscatter profile. The mixing height is one of the idealised backscatter profile parameters. An extensive amount of ceilometer data and vertical soundings data from the Helsinki area in 2002 is utilized to test the applicability of the ceilometer for mixing height determination. The results, including 71 convective and 38 stable cases, show that in clear sky conditions the mixing heights determined from ceilometer based aerosol profiles and BL-height estimates based on sounding data are in a good agreement. Rejected outlier cases corresponded to very low aerosol concentrations in the mixed layer leading to a very weak aerosol backscatter signal in the lowest layer.
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Eresmaa, N., A. Karppinen, S. M. Joffre, J. Räsänen, and H. Talvitie. "Mixing height determination by ceilometer." Atmospheric Chemistry and Physics 6, no. 6 (May 8, 2006): 1485–93. http://dx.doi.org/10.5194/acp-6-1485-2006.

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Abstract. A novel method for estimating the mixing height based on ceilometer measurements is described and tested against commonly used methods for determining mixing height. In this method an idealised backscatter profile is fitted to the observed backscatter profile. The mixing height is one of the idealised backscatter profile parameters. An extensive amount of ceilometer data and vertical soundings data from the Helsinki area in 2002 is utilized to test the applicability of the ceilometer for mixing height determination. The results, including 71 convective and 38 stable cases, show that in clear sky conditions the mixing heights determined from ceilometer based aerosol profiles and BL-height estimates based on sounding data are in a good agreement. Rejected outlier cases corresponded to very low aerosol concentrations in the mixed layer leading to a very weak aerosol backscatter signal in the lowest layer.
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Lee, Youg-Wook, and Jeong-Hyun Park. "Accuracy Analysis of Ellipsoid Height for GNSS Height Determination." Journal of the Korean Cadastre Information Association 20, no. 1 (April 30, 2018): 121–30. http://dx.doi.org/10.46416/jkcia.2018.04.20.1.121.

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Münkel, Christoph. "Mixing height determination with lidar ceilometers results from Helsinki Testbed." Meteorologische Zeitschrift 16, no. 4 (August 30, 2007): 451–59. http://dx.doi.org/10.1127/0941-2948/2007/0221.

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Grenzdörffer, G. J. "Crop height determination with UAS point clouds." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XL-1 (November 7, 2014): 135–40. http://dx.doi.org/10.5194/isprsarchives-xl-1-135-2014.

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The accurate determination of the height of agricultural crops helps to predict yield, biomass etc. These relationships are of great importance not only for crop production but also in grassland management, because the available biomass and food quality are valuable information. However there is no cost efficient and automatic system for the determination of the crop height available. 3D-point clouds generated from high resolution UAS imagery offer a new alternative. Two different approaches for crop height determination are presented. The "difference method" were the canopy height is determined by taking the difference between a current UAS-surface model and an existing digital terrain model (DTM) is the most suited and most accurate method. In situ measurements, vegetation indices and yield observations correlate well with the determined UAS crop heights.
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Golay, Francis, Guillaume Dutilleux, and David Ecotière. "Source Height Determination for Several Sources at the Same Height." Acta Acustica united with Acustica 96, no. 5 (September 1, 2010): 863–72. http://dx.doi.org/10.3813/aaa.918345.

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Kuhar, Miran, Robert Brglez, and Božo Koler. "Quality determination of mean sea level heights with GNSS levelling on the Ljubljana city area." Geodetski vestnik 65, no. 02 (2021): 219–33. http://dx.doi.org/10.15292/geodetski-vestnik.2021.02.219-233.

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This paper describes the quality determination of heights above mean sea level using RTK GNSS-levelling and new height reference surface SLO_VRP2016/Koper on the city area of Ljubljana. At 57 chosen benchmarks, quasigeoid heights were determined using ellipsoidal heights, determined with RTK GNNS-levelling technique and heights above mean sea level in the new height system SVS2010. The measured quasigeoid heights were compared with values interpolated from the new height reference surface SLO_VRP2016/Koper.
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Shkaruba, M. V., and D. I. Danilov. "DETERMINATION OF LOW-DRAINED SUBSTATIONS HEIGHT." Dynamics of Systems, Mechanisms and Machines 5, no. 3 (2017): 140–44. http://dx.doi.org/10.25206/2310-9793-2017-5-3-140-144.

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Chaudhary, Shalini, and Sarvesh. "Personal Height Determination from Head Length." Medico-Legal Update 14, no. 1 (2014): 69. http://dx.doi.org/10.5958/j.0974-1283.14.1.016.

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Dissertations / Theses on the topic "Height determination"

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Sandidge, Matthew Jay. "Truck height determination using digital video." Thesis, Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/44893.

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Over-height trucks are not only a hazard to the over-height trucks themselves, but they pose a threat to the bridges they come into contact with, and most importantly the other drivers on the road way when a collision takes place with a low clearance structure. Therefore, there is a need for an over-height detection system that is affordable yet also reliable. At this time there exist over-height detection systems using laser and infrared beam devices however, they are expensive. This high cost makes it impossible for Department of Transportations across the nation to implement these systems at all low-clearance headroom roadways. In this research a machine vision based system is proposed to detect the height of trucks and provide a warning for over-height vehicles. The height determination will be completed using line detection and blob tracking; these two methods will be overlapped where an upper point of the truck can be compared to a lower point on the ground. These 2D coordinates will then be translated into 3D world coordinates that will provide an approximation of the truck height. If the truck is over the set height then a warning will sound. The accuracy of the test proves that the method is a reliable method of height determination, achieving a 96.59% accuracy rate for measured trucks. The method does have an error rate of 3.3%. The merit of this work is the creation of an automatic image based method which can provide height determination of trucks and is a low cost alternative to the current expensive laser and infrared detection systems.
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Beamson, Glen Andrew. "Precise height determination of tide gauges using GPS." Thesis, University of Nottingham, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.282691.

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Alsaaq, Faisal. "Determination of Tide Height Using Global Navigation Satellite Systems." Thesis, Curtin University, 2017. http://hdl.handle.net/20.500.11937/59047.

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This research studies the methodology of using GNSS for tide estimation. It mainly investigates suitable filtering methods to extract tide signal from temporal changes in GNSS estimated height of the sea surface. These GNSS heights were estimated in nearshore and offshore environments and factors affecting tide estimation in both environments were analysed. The results suggest that GNSS estimated tides is suitable for hydrographic surveying, marine geodesy and in real time for natural hazard warning systems.
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Sandström, Gustav. "Height Determination of the Acceleration Region for Dayside Occurring Auroral Arcs." Thesis, KTH, Skolan för teknikvetenskap (SCI), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-153797.

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The aim for this bachelor thesis is to determine the altitude of the auroral acceleration region occuring on the dayside. Substantial work has already been done on this topic, but for occurrence at the nightside. In this paper only negative quasi-static potential structures were considered, as they are the main contributor for producing aurora. The data for this study was obtained by the Cluster satellite constellation, and was processed by scripting in MATLAB in order to find the events for this paper. Namely, 17 passages of the auroral oval, especially occurring within two magnetic local time sectors, symmetrically around noon (12 MLT). The results show that the acceleration region occurs from below 2 RE up to an altitude of 4.5 RE with an average of 3.40 ± 0.84 RE, considerably higher than for the nightside. More specifically, fore and afternoon sectors have altitude averages of 2.44 ± 0.49 RE and 4.00 ± 0.26 RE, respectively. A significant difference between the two sectors. By regarding the pseudo altitude and classifying identified events as either -part of a larger scale coherent structure or - a small scaleauroral arc, a general occurrence pattern and height-dependence of the AAR was discovered. The large-scale arcs occur on average at a higher altitude (3.89 ± 0.22 RE) than the small-scale arcs (2.82 ± 0.80 RE).
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Sandström, Gustav. "Height determination of the acceleration region for dayside occuring auroral arcs." Thesis, KTH, Skolan för elektro- och systemteknik (EES), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-199369.

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Zhang, Kefei. "An evaluation of FFT geoid determination techniques and their application to height determination using GPS in Australia." Thesis, Curtin University, 1997. http://hdl.handle.net/20.500.11937/910.

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A new, high resolution, high precision and accuracy gravimetric geoid of Australia has been produced using updated data, theory and computational methodologies. The fast Fourier transform technique is applied to the computation of the geoid and terrain effects. The long, medium and short wavelength components of the geoid are determined from the OSU91A global geopotential model, 2'x2' (residual gravity anomalies in a 3 degrees cap and 1'x1' digital terrain model (DTM), respectively.Satellite altimeter gravity data have been combined with marine gravity data to improve the coverage of the gravity data, and thus the quality of the geoid. The best gridding procedure for gravity data has been studied and applied to the gravity data gridding. It is found that the gravity field of Australia behaves quite differently. None of the free-air, Bouguer or topographic-isostatic gravity anomalies are consistently the smoothest. The Bouguer anomaly is often rougher than the free-air anomaly and thus should be not used for gravity field gridding. It is also revealed that in some regions the topography often contains longer wavelength features than the gravity anomalies.It is demonstrated that the inclusion of terrain effects is crucial for the determination of an accurate gravimetric geoid. Both the direct and indirect terrain effects need to be taken into account in the precise geoid determination of Australia. The existing AUSGEOID93 could be in error up to 0.7m in terms of the terrain effect only. In addition, a series of formulas have been developed to evaluate the precision of the terrain effects. These formulas allow the effectiveness of the terrain correction and precision requirement for a given DTM to be studied. It is recommended that the newly released 9"x9" DTM could be more effectively used if it is based on 15"x15" grid.It is estimated from comparisons with Global Positioning System (GPS) and Australian Height Datum Data that the absolute accuracy of the new geoid is better than 33cm and the relative precision of the new geoid is better than 10~20cm. This new geoid can support Australian GPS heighting to third-order specifications.
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Zhang, Kefei. "An evaluation of FFT geoid determination techniques and their application to height determination using GPS in Australia." Curtin University of Technology, School of Surveying and Land Information, 1997. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=11047.

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A new, high resolution, high precision and accuracy gravimetric geoid of Australia has been produced using updated data, theory and computational methodologies. The fast Fourier transform technique is applied to the computation of the geoid and terrain effects. The long, medium and short wavelength components of the geoid are determined from the OSU91A global geopotential model, 2'x2' (residual gravity anomalies in a 3 degrees cap and 1'x1' digital terrain model (DTM), respectively.Satellite altimeter gravity data have been combined with marine gravity data to improve the coverage of the gravity data, and thus the quality of the geoid. The best gridding procedure for gravity data has been studied and applied to the gravity data gridding. It is found that the gravity field of Australia behaves quite differently. None of the free-air, Bouguer or topographic-isostatic gravity anomalies are consistently the smoothest. The Bouguer anomaly is often rougher than the free-air anomaly and thus should be not used for gravity field gridding. It is also revealed that in some regions the topography often contains longer wavelength features than the gravity anomalies.It is demonstrated that the inclusion of terrain effects is crucial for the determination of an accurate gravimetric geoid. Both the direct and indirect terrain effects need to be taken into account in the precise geoid determination of Australia. The existing AUSGEOID93 could be in error up to 0.7m in terms of the terrain effect only. In addition, a series of formulas have been developed to evaluate the precision of the terrain effects. These formulas allow the effectiveness of the terrain correction and precision requirement for a given DTM to be studied. It is recommended that the newly released 9"x9" DTM could be more effectively used if it is based on 15"x15" grid.It is estimated from comparisons with Global ++
Positioning System (GPS) and Australian Height Datum Data that the absolute accuracy of the new geoid is better than 33cm and the relative precision of the new geoid is better than 10~20cm. This new geoid can support Australian GPS heighting to third-order specifications.
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Shin, Dong Seok. "Applications of machine vision to cloud studies using stereoscopic satellite images." Thesis, University College London (University of London), 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309448.

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Johnston, Gary Michael, and n/a. "GPS heighting : the effect of the GPS antenna phase center variation on height determination." University of Canberra. Management & Technology, 2000. http://erl.canberra.edu.au./public/adt-AUC20060802.155533.

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This thesis examines the effect on height determination of the antenna phase centre variation of GPS user segment antennae. A discussion of the various antenna types in common use is followed by an explanation of the problem at hand. In particular the effect of the antenna's environment on the phase centre variation is covered more fully, since the phase variation phenomenon itself is largely unexplained in the engineering community to date. A number of examples of the heighting errors caused by this phenomenon are presented, followed by specifically designed experiments, which quantify the effect. Finally the phase centre variation itself is modelled for a particular GPS antenna in common use by surveyors in Australia. The overall conclusion, arrived at by demonstration, is that the antenna phase centre offsets and the variation model are very important for high accuracy determinations of height.
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Kim, Sangseop. "Determination of Wall Thickness and Height when Cutting Various Materials with Wire Electric Discharge Machining Processes." BYU ScholarsArchive, 2005. https://scholarsarchive.byu.edu/etd/294.

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This thesis looks at the capabilities of cutting thin webs on Wire EDM machines that are difficult or impossible to machine using conventional methods. Covered is an investigation of how different material and web thickness affect the capability of machining thin-walled parts. Five different metals are used for the test; Aluminum 6061 T6, Yellow Brass SS360, 420 Stainless Steel, D2 unheat-treated tool steel 25-30 RC, and D2 heat-treated tool steel 60-65 RC. The small parts were cut to a 6mm (0.2362 inch) height with six different wall thicknesses: 0.30mm (0.0118 inch), 0.25mm (0.0098 inch), 0.20mm (0.0078 inch), 0.15mm (0.0059 inch), 0.10mm (0.0039 inch), and 0.05mm (0.0020 inch). A Sodick AQ325L Wire EDM machine was utilized for testing. The methods employed during the study include the following: • Machine settings and offsets were limited to the default setting selected from the Sodick AQ325L database. • Two different pre-test cuts were taken on the material to check for web bending during the cutting process. • Hardness was tested for comparison of the web heights. This thesis shows that bending increased as webs became thinner and that bending occurred toward the wire as the second side of the web was cut. Bending does affect the height of the web. Physical properties of materials also impacted the height of the web with the hardest material staying intact during the cutting process. This study shows that two factors, physical properties of materials and web thickness, significantly affect cutting results for thin web parts.
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Books on the topic "Height determination"

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1936-, Pelzer Hans, Niemeier W, and Fritzensmeier Klaus, eds. Determination of heights and height changes: Contributions to the Symposium on Height Determination and Recent Vertical Crustal Movements in Western Europe held at the University of Hannover, September 15-19, 1986. Bonn: Ferd. Dümmler, 1987.

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Hein, Gumlunter W. Orthometric height determination using GPS observations and the integrated geodesy adjustment model. Rockville, Md: U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, Office of Charting and Geodetic Services, 1985.

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Hein, Günter W. Orthometric height determination using GPS observations and the integrated geodesy adjustment model. Rockville, Md: U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, Office of Charting and Geodetic Services, 1985.

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Yamazaki, Hidekatsu. Determination of wave height spectrum by means of a joint probability density function. College Station, Tex: Sea Grant College Program, Texas A & M University, 1985.

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Waters, Anne-Marie. Assessment of self-reported height and weight and their use in the determination of body mass index: Analysis of data from the 1989 Risk Factor Prevalence Survey. Canberra, ACT: Australian Institute of Health and Welfare, 1993.

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Welker, Kenneth E. Determination of tide heights from airborne bathymetric data. Monterey, Calif: Naval Postgraduate School, 1989.

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Determination of heights and height changes: Contributions to the Symposium on Height Determination and Recent Vertical Crustal Movements in Western Europe ... of Hannover, September 15-19, 1986. Ferd. Dummler, 1987.

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Guideline for determination of good engineering practice stack height: (technical support document for the stack height regulations). Research Triangle Park, NC: U.S. Environmental Protection Agency, Office of Air and Radiation, Office of Air Quality Planning and Standards, 1985.

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Tuuri, Rebecca. Strategic Sisterhood. University of North Carolina Press, 2018. http://dx.doi.org/10.5149/northcarolina/9781469638904.001.0001.

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When women were denied a major speaking role at the 1963 March on Washington, Dorothy Height, head of the National Council of Negro Women (NCNW), organized her own women's conference for the very next day. Defying the march's male organizers, Height helped harness the womanpower waiting in the wings. Height’s careful tactics and quiet determination come to the fore in this first history of the NCNW, the largest black women's organization in the United States at the height of the civil rights, Black Power, and feminist movements of the 1960s and 1970s. Offering a sweeping view of the NCNW's behind-the-scenes efforts to fight racism, poverty, and sexism in the late twentieth century, Rebecca Tuuri examines how the group teamed with U.S. presidents, foundations, and grassroots activists alike to implement a number of important domestic development and international aid projects. Drawing on original interviews, extensive organizational records, and other rich sources, Tuuri’s work narrates the achievements of a set of seemingly moderate, elite activists who were able to use their personal, financial, and social connections to push for change as they facilitated grassroots, cooperative, and radical activism.
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de Bruijne, Arnoud, Joop van Buren, Anton Kösters, and Hans van der Marel. Geodetic reference frames in the Netherlands. Nederlandse Commissie voor Geodesie, 2005. http://dx.doi.org/10.54419/vy3c94.

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Unambiguous and homogeneous geodetic reference frames are essential to the proper determination of locations and heights. The reference frames used in the Netherlands are the Rijksdriehoekmeting (RD) for locations and the Normaal Amsterdamse Peil (NAP) for heights. The RD has traditionally been managed by the Kadaster; the NAP by Rijkswaterstaat. The emergence of satellite positioning has resulted in drastic changes to these geodetic reference frames. A surveyor is now offered one instrument, GPS (the Global Positioning System), capable of the simultaneous determination of locations and heights. This is possible by virtue of one three-dimensional geodetic reference system - the European Terrestrial Reference System (ETRS89) - which in the Netherlands is maintained in a collaborative arrangement between the Kadaster and Rijkswaterstaat. GPS has been advanced as a practical measurement technique by linking the definition of the RD grid to ETRS89. Nevertheless the introduction of GPS also revealed distortions in the RD grid, which are modelled in the RDNAPTRANSTM2004 transformation. Furthermore, the use of the geoid model has become essential to the use of GPS in determining the height in comparison to NAP. Subsidence that has disrupted the backbone of the NAP gave cause to the need for a large-scale adjustment of the heights of the underground benchmarks and, in so doing, of the grid. Consequently new NAP heights have been introduced at the beginning of 2005; a new definition of the RD grid that had already been introduced in 2000 was once again modified in 2004. During the past few years two NCG subcommissions have devoted a great deal of time to these modifications. This publication lays down ETRS89, the RD and the NAP, together with their mutual relationships. In addition to reviewing the history of the reference frames and the manner in which they are maintained (including, for example, the use of AGRS.NL as the basis for the Dutch geometric infrastructure), the publication also discusses the status of the frames as at 1 January 2005. This encompasses the realisation of ETRS89 via AGRS.NL, the revision and new definition of the RD grid in 2004, and the new NAP publication in 2005. The publication also describes the mutual relationships between the frames in the modernized RDNAPTRANSTM2004 transformation consisting of the new NLGEO2004 geoid model and a model for the distortions of the RD grid. In conclusion, the publication also devotes attention to the future maintenance of the ETRS89, RD and NAP. The continuity of the link between the traditional frames and the three-dimensional frames is of great importance, and ETRS89 will continue to fulfil this linking role. The GPS base network and AGRS.NL reference stations will increasingly assume the leading role in the maintenance of the RD frame. The maintenance of the NAP will continue to be necessary, although during the coming decades the the primary heights will not need revision. In so doing the high quality of the geodetic reference frames required for their use in actual practice will continue to be guaranteed.
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Book chapters on the topic "Height determination"

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Heck, Bernhard. "Tidal Corrections in Geodetic Height Determination." In Applications of Geodesy to Engineering, 11–24. Berlin, Heidelberg: Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-77958-9_2.

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Hayden, T., E. Rangelova, M. G. Sideris, and M. Véronneau. "Contribution of Tide Gauges for the Determination of W0 in Canada." In Gravity, Geoid and Height Systems, 241–48. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-10837-7_31.

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Cheng, Luying, and Hou-tse Hsu. "Determination of Sea Level Height Variation by Dynamics Crossover Adjustment." In International Association of Geodesy Symposia, 221–24. Berlin, Heidelberg: Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-642-18861-9_26.

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Kaya, Efdal, and Arzu Erener. "Automatic Building and Height Determination from Unmanned Aerial Vehicle Data." In Advances in Remote Sensing and Geo Informatics Applications, 163–66. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01440-7_38.

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Gámez, Javier, Manuel Zarzoso, Alex Raventós, Marta Valero, Enrique Alcántara, Amparo López, Jaime Prat, and Pedro Vera. "Determination of the Optimal Saddle Height for Leisure Cycling (P188)." In The Engineering of Sport 7, 255–60. Paris: Springer Paris, 2008. http://dx.doi.org/10.1007/978-2-287-09413-2_31.

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Altiparmaki, O. N., D. A. Natsiopoulos, and G. S. Vergos. "SLA Determination in Coastal Areas Using Least-Squares Collocation and Cryosat-2 Data." In International Symposium on Gravity, Geoid and Height Systems 2016, 201–7. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/1345_2017_11.

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Beyrich, Frank, Sven-Erik Gryning, Sylvain Joffre, Alix Rasmussen, Petra Seibert, and Philippe Tercier. "Mixing Height Determination for Dispersion Modelling - A Test of Meteorological Pre-Processors." In Air Pollution Modeling and Its Application XII, 541–49. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-1-4757-9128-0_55.

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Vande Hey, Joshua D. "Determination of Cloud Base Height and Vertical Visibility from a Lidar Signal." In A Novel Lidar Ceilometer, 107–46. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-12613-5_5.

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Fotiou, A., V. N. Grigoriadis, C. Pikridas, D. Rossikopoulos, I. N. Tziavos, and G. S. Vergos. "Combination Schemes for Local Orthometric Height Determination from GPS Measurements and Gravity Data." In Gravity, Geoid and Earth Observation, 309–14. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-10634-7_40.

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Foroughi, Ismael, Petr Vaníček, Pavel Novák, Robert William Kingdon, Michael Sheng, and Marcelo C. Santos. "Optimal Combination of Satellite and Terrestrial Gravity Data for Regional Geoid Determination Using Stokes-Helmert’s Method, the Auvergne Test Case." In International Symposium on Gravity, Geoid and Height Systems 2016, 37–43. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/1345_2017_22.

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Conference papers on the topic "Height determination"

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Shakun, L. S., and V. D. Motritch. "Twilight ray height determination." In Twenty-third European Meeting on Atmospheric Studies by Optical Methods, edited by Vasily N. Ivchenko. SPIE, 1997. http://dx.doi.org/10.1117/12.284778.

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Münkel, Christoph. "Lidar mixing height determination during Helsinki testbed." In Remote Sensing, edited by James R. Slusser, Klaus Schäfer, and Adolfo Comerón. SPIE, 2006. http://dx.doi.org/10.1117/12.689753.

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Shin, D. "Cloud height determination from satellite stereo images." In IEE Colloquium on Image Processing for Remote Sensing. IEE, 1996. http://dx.doi.org/10.1049/ic:19960158.

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Harris, M. J., Donald L. Kunz, and Joshuah A. Hess. "Analytical Determination of a Helicopter Height-Velocity Curve." In 2018 Modeling and Simulation Technologies Conference. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2018. http://dx.doi.org/10.2514/6.2018-3258.

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Levy, Danny, Joseph Shamir, and Yehuda Leviatan. "Step height determination by a focused Gaussian beam." In Optical Engineering in Israel: 9th Meeting, edited by Itzhak Shladov, Yitzhak Wiessman, and Natan Kopeika. SPIE, 1995. http://dx.doi.org/10.1117/12.211186.

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Al-Qaisia, Saif, Fereydoun Aghazadehb, and Laura Ikumab. "Determination of Forces Required to Open Valves." In Applied Human Factors and Ergonomics Conference. AHFE International, 2018. http://dx.doi.org/10.54941/ahfe100061.

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The objectives of this study are: (1) to determine the effects of handwheel height and angle on valve-operators’ torque production; (2) to recommend maximum acceptable torque (MAT) limits for valve systems that will not exceed operators’ capabilities; and (3) to review and summarize the literature concerning the effects of handwheel height and angle on valve-operators. A total of 60 participants were recruited for this study, including 30 males and 30 females. The handwheel heights included knee, elbow, shoulder, and overhead levels. The handwheel angles included 0o, 45o, and 90o. At each height-angle combination, maximum isometric torque exertions on a handwheel were measured. MAT limits were computed using the 5th percentile torque strength values of the female participants. Depending on the height and angle of the handwheel, the average maximum torque exertions ranged from 51.6 Nm (found at overhead 0o) to 74.9 Nm (found at overhead 45o). The MAT limits ranged between 13.7 Nm and 24.1 Nm, depending on the height and angle of the handwheel. The results of similar studies in the literature and the current research are summarized and compared in one table.
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Anderson, J. A., C. M. Pearson, A. S. Abou-Sayed, and G. D. Meyers. "Determination of Fracture Height by Spectral Gamma Log Analysis." In SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 1986. http://dx.doi.org/10.2118/15439-ms.

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de Haij, Marijn, Wiel Wauben, and Henk Klein Baltink. "Determination of mixing layer height from ceilometer backscatter profiles." In Remote Sensing, edited by James R. Slusser, Klaus Schäfer, and Adolfo Comerón. SPIE, 2006. http://dx.doi.org/10.1117/12.691050.

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Martucci, Giovanni, Renaud Matthey, Valentin Mitev, and Hans Richner. "Lidar determination of mixing layer height with high resolution." In Remote Sensing, edited by Klaus Schäfer, Adolfo Comerón, James R. Slusser, Richard H. Picard, Michel R. Carleer, and Nicolaos I. Sifakis. SPIE, 2005. http://dx.doi.org/10.1117/12.627628.

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Lambeva, Tatyana. "ON THE NORMAL HEIGHT DIFFERENCES DETERMINATION FROM GEOPOTENTIAL DIFFERENCES." In 21st SGEM International Multidisciplinary Scientific GeoConference Proceedings 2021. STEF92 Technology, 2021. http://dx.doi.org/10.5593/sgem2021/2.1/s09.49.

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Reports on the topic "Height determination"

1

Simpkins, A. A. Tritium Extraction Facility Stack Height Determination. Office of Scientific and Technical Information (OSTI), January 1998. http://dx.doi.org/10.2172/633950.

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Weinbeck, Steve. MERCURY DISPERSION MODELING AND VENTILATION STACK HEIGHT DETERMINATION FOR MEGA SDUS. Office of Scientific and Technical Information (OSTI), December 2019. http://dx.doi.org/10.2172/1579889.

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Rivera-Giboyeaux, A. Mercury Dispersion Modeling And Purge Ventilation Stack Height Determination For Tank 40H. Office of Scientific and Technical Information (OSTI), May 2017. http://dx.doi.org/10.2172/1365664.

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Weinbeck, S. Mercury Dispersion Modeling and Purge Ventilation Stack Height Determination for Tank 41H. Office of Scientific and Technical Information (OSTI), July 2018. http://dx.doi.org/10.2172/1466195.

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Weinbeck, S. W. Mercury Dispersion Modeling and Purge Ventilation Stack Height Determination for Tank 31H. Office of Scientific and Technical Information (OSTI), March 2019. http://dx.doi.org/10.2172/1504622.

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Rivera-Giboyeaux, Arelis. Mercury Dispersion Modeling and Purge Ventilation Stack Height Determination for Tank 42H. Office of Scientific and Technical Information (OSTI), November 2019. http://dx.doi.org/10.2172/1576219.

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Rivera-Giboyeaux, Arelis. Mercury Dispersion Modeling and Purge Ventilation Stack Height Determination for Tank 37H. Office of Scientific and Technical Information (OSTI), July 2019. http://dx.doi.org/10.2172/1576220.

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Kristo, M. Determination of Optimum Conditions for Distinguishing the Pulse Height Distributions of Atomic and Polyatomic Ions. Office of Scientific and Technical Information (OSTI), December 2006. http://dx.doi.org/10.2172/902349.

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Weinbeck, Steve. Mercury Dispersion Modeling and Purge Ventilation Stack Height Determination for Tank 35H Bulk Sludge Removal. Office of Scientific and Technical Information (OSTI), November 2019. http://dx.doi.org/10.2172/1576218.

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Huang, Dong, Stephen E. Schwartz, and Dantong Yu. Determination of Cloud Base Height, Wind Velocity, and Short-Range Cloud Structure Using Multiple Sky Imagers Field Campaign Report. Office of Scientific and Technical Information (OSTI), July 2016. http://dx.doi.org/10.2172/1294258.

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