New Pieces in the Picture Puzzle of an Astrogeodetic Geoid Map of the World

Total Page:16

File Type:pdf, Size:1020Kb

New Pieces in the Picture Puzzle of an Astrogeodetic Geoid Map of the World Irene FISCHER, Mary SLUTSKY, F.R. SHIRLEY, P.Y. WYATT lit Army Map Service, Washington, D.C. NEW PIECES IN THE PICTURE PUZZLE OF AN ASTROGEODETIC GEOID MAP OF THE WORLD Abstract The astrogeodetic geoid map presented to the IUGG at Helsinki in 1960 has been updated to reflect the accumulation of new data. The geoid map of North America has been recomputed, that of South and Central America enlarged. A geoid chart of Australia has been added. Various other improvements were made. Terrestrial gravity was used for interpolation, and satellite observations for inter- continental connection. World datum parameters were derived in various solutions. Satellite positioning of the major astrogeodetic datum blocks leads to an equatorial radius a = 6378142 m for a flatteningf = 1/298.25. If surface gravity is included, the radius is larger. A reference figure a = 6378150 m and f = 1/298.3 is recom- mended for practical applications ? 1. Introduction Quite a few geoid charts are to be found in the current technical literature. They were derived from satellite data and cover the world. Why should we still be interested in the laborious process of piecing an astrogeodetic chart together. While such comments are heard occasionally, astrogeodetic charts are nonetheless used as standard for comparing the various satellite charts. One reason is the variety of these charts depicting presumably the same geoidal surface : the charts look similar at first sight, but less so if specific geoidal heights at specific places are needed. The limitations of the classical astrogeodetic method to land areas permit a direct comparison only for stations within the same datum, after allowing for the difference in reference system. The land limitations are relaxed somewhat through the use of HIRAN, stellar triangulation, and SECOR, that is through geometric techniques by which the area of a specified geoidal datum can be extended. If such extension is carried far enough so as to overlap with the area of another geodetic datum, conversion formulae can be derived to put both areas on the same datum. Also dynamic satellite results in the form of geoid charts or tracking station coordinates can be used to connect the isolated astrogeodetic datum blocks. Furthermore, dynamic results provide the relation to the center of 199 6 Irene FISCHER, Mary SLUTSKY, F.R. SHIRLEY, P.Y. WYATT III mass of the earth. The advice received from these various satellite results on how the astrogeodetic blocks should be put together in relation to each other and to the center of mass is, however, not exactly the same at this time. The construction of astrogeodetic geoid charts for the purpose of detailed local information as well as for the derivation of world geodetic systems has been carried out at the Army Map Service within a series of studies of the Figure of the Earth over several years. The present study is but one of this series. For proper perspective some highlights of the series are briefly recapitulated here. When the two long meridional arcs from Canada to Chile and from Finland to South Africa were completed in 1953 and 1954, a tentative size of the earth was derived from astrogeodetic deflections of the vertical, indica[ing that the equatorial radius of the International ellipsoid was much too large [ 1 ]. Then the method was changed from deflections to geoidal heights [ 2 ] . All available geoid charts were collected and new ones constructed, and the Molodenskiy correction was introduced to cope with scale distortions in poorly fitting extended nets. The result upheld that of the previous study, suggesting that also the International flattening was too large. For various reasons, however, the conventional flattening 1/297 paired with an equatorial radius of a = 6378270 m (the Hough ellipsoid) was adopted for the Vanguard Datum and the Tentative World Datum [ 3 ], although the free-air solutions had shown smaller values. Soon after that the first satellites went up. The analysL of observations from the Vanguard satellite yielded the value 1/298.3 for the flatt~,ning [ 4 ] , which v~as adopted for the Figure of the Earth studies. The mathematical relationship between values of the flattening and of the radius for the same observational material would automatically yield a smaller radius. A recomputation, incorporating all astrogeodetic, gravimetric, and satellite data available at that time, was presented to the IUGG at Helsinki in 1960 [ 5 ] . The results were confirmed by also using elaborate statistical methods on the same data [ 6 ] . The Mercury Datum (a = 6378166 m for f = 1/298.3) is solution 4 in reference 5b, using gravimetric orientation. The ellipsoid used in the South Asia Datum (a = 6378155 m for f = 1/298.3) is solution 3, derived purely astrogeodeti- cally. A third solution a = 6378160 m (p. 249, s was submitted to the Working Group on Astronomical Constants of the International Astronomical Union, Hamburg 1964. The present study updates the Helsinki paper. The astrogeodetic geoid chart has been extended to formerly blank areas, and satellite results were used for intercontinental connections. 2, Geoid Charts The North American geoid chart presented at Toronto 1957 has been recomputed with some deflection values and a new method [ 7 ]. Geoidal profiles along meridians and parallels spaced 1~ apart were computed by formulas conform- ing to the projection method, and the geoidal height values at the intersection points were adjusted with weights reflecting the number of given deflection values pertinent to the adjacent l~ sections. The geoid profile along the 35 th 200 NEW PIECES IN THE PICTURE PUZZLE ... parallel, observed and computed by the Coast and Geodetic Survey [ 8 ], was held fixed after the reference was changed to conform with zero meters at the origin Meades Ranch. As a second backbone a dense meridional geoid profile in the center of the country was constructed by gravimetric interpolation of the astrogeodetic deflections. The southern part of this profile was computed by the Coast and Geodetic Survey, using the circular template method. For the northern part the Coast and Geodetic Survey had observed a 200-mile wide band of gravity values ; the profile was computed by the Army Map Service [ 9 ] with a new automated method of small uniform rectangular template compartments [ 10 ] . The North American Datum was tentatively extended along the North Atlantic HI RAN path through utilizing the six deflections on the icecap observed by the 1959 Interna- tional Glaciological Expedition to Greenland, together with the astronomic positions observed by the Army Map Service at some HI RAN stations. Also stellar triangulation provided some geoidal heights. With more deflections in Mexico and Central America the geoid compu- tation was extended to South America. A geoid chart of South America on 1956 Provisional South American Datum and also on the more suitable Corrego Allegre Datum was prepared for the Pan American Consultation in Guatemala City, 1965, with all deflections available at that time [ 11 ]. Since then more values in eastern and southern Brazil became available and the chart could be extended through Uruguay and along the 25th parallel in Paraguay. It is hoped that in the near future an Argentinian geoid profile from the border with Uruguay to the border with Chile will become available and will strengthen the huge loop around the continent. Transformation formulae between 1956 SAD and 1927 NAD were derived at the junctions in Nutibara, Colombia, and in Trinidad. Figure 1 shows the geoid contours in the Western Hemisphere on 1927 North American Datum. Figure 2 shows the geoid contours on European Datum for Europe, Asia, and Africa. The chart for Europe is very similar to G. Bomford's more detailed chart of 1963. Spain has been recomputed. New deflections in southern Italy and corrections to some Greek values have lowered the geoidal height at Athens by several meters. A loop around the Mediterranean Sea has been attempted by extending Dufour's geoid contours in Morocco, Algeria and Tunisia to Libya and Egypt, then using Tengstr6m's gravimetric profile from El Alamein to Athens [ 12 ] . There is still a misclosure of ten meters, the African route yielding a negative value of about - 6 m. For the time being the value of zero meters with an uncertainty of + 5 m was adopted at Athens. This lowers the profile through Turkey and Iran by ten meters and slightly changes the transformulation formulas at Koh-i-Malik between South Asia Datum and European Datum to the following : A N ( E D--SA D ) = + 112 cos ~ cos ~ + 49 cos ~ sin ~k + 116 sin r + 94 sin2 ~ _ 233 South Asia Datum itself is, of course, not affected. Geoid contours on that datum were extended to Thailand and West Malaysia (Figure 3), and then 201 Irene FISCHER, Mary SLUTSKY, F.R. SHIRLEY, P.Y. WYATT III converted to European Datum by the above formula. The ED contours in the USSR were recomputed, replacing Dubovkiy's chart with Molodenskiy's. The Manchurian tie was strengthened considerably by establishing transformations between horizontal positions on Iman Datum, Svobodny Datum, Manchurian Principal System, and Pulkovo 1942 Datum [ 13 ]. A three-dimensional transformation between Pulkovo 1942 Datum and Manchurian Principal System could now be derived, based on position and height differences at Svobodny, and strengthened by height differences along the two arcs from Vladi- vostok to Khabarovsk and along the Amur, This changed somewhat the transfor- mation between Tokyo Datum and European Datum. New deflections permitted an extension of the geoid chart of Japan to the south, including the Ryukyu Islands. In Africa, data outside the 30th meridian are beginning to come in slowly but surely. A geoidal profile along the 30th parallel south was observed and computed by B.M.
Recommended publications
  • Implications for the Adoption of Global Reference Geodesic System SIRGAS2000 on the Large Scale Cadastral Cartography in Brazil
    Implications for the Adoption of Global Reference Geodesic System SIRGAS2000 on the Large Scale Cadastral Cartography in Brazil Vivian de Oliveira FERNANDES and Ruth Emilia NOGUEIRA, Brazil Key words: SIRGAS2000, SAD69, Global Geodesic System SUMMARY Since 2005 Brazil is going through a singular moment into Cartography. In January 2005, SIRGAS2000 began to be the geodetic official reference system for Geodesy and Cartography, with the concomitant use of SAD69. Since January 2015, only SIRGAS2000 will be official, and all cartographical products will have to be referenced into this Datum. The adoption of a geocentric reference system happens from the technological evolution that has favored an improvement of the Geodetic Reference System – SGR. Differently of a single alternative for the improvement of the SGR, the adoption of a new geocentric reference system is a basic necessity into the world-wide scenery to activities that depend on spatialized information. The technological advancements in the global positioning methods, specially in the satellite positioning systems. This change reaches more quickly the organs that need spatialized information in their infrastructure and planning activities, like town halls and services concessionaires like Telecommunications, Sanitation, Electric Energy among others, which need the real knowledge of the urban space: use and occupation of the soil, subsoil and air space, fiscal and housing technical register, generic plant of values, block plant, register reference plant, municipal master plan, among others that are derived from a cartographical basis of quality. Officially, were adopted these geodetic reference systems in Brazil: Córrego Alegre, Astro Datum Chuá, SAD69, and now SIRGAS2000. For legislation it is in transition for the SIRGAS2000.
    [Show full text]
  • Sistemas De Coordendas Celestes
    Prof. DR. Carlos Aurélio Nadal - Sistemas de Referência e Tempo em Geodésia – Aula 05 1.3 Posicionamento na Terra Elipsóidica Na cartografia utiliza-se como modelo matemático para a forma da Terra o elipsóide de revolução Posicionamento na Terra Elipsóidica Prof. DR. Carlos Aurélio Nadal - Sistemas de Referência e Tempo em Geodésia – Aula 05 O SISTEMA GPS EFETUA MEDIÇÕES GEODÉSICAS Posicionamento na Terra Elipsóidica Prof. DR. Carlos Aurélio Nadal - Sistemas de Referência e Tempo em Geodésia – Aula 05 Qual é a forma da Terra? Qual é a representação matemática da superfície de referência para a cartografia? A superfície topográfica da Terra apresenta uma forma muito irregular, com elevações e depressões. Posicionamento na Terra Elipsóidica Prof. DR. Carlos Aurélio Nadal - Sistemas de Referência e Tempo em Geodésia – Aula 05 Modelos utilizados para a Terra esfera elipsóide geóide PosicionamentoTerra na Terra Elipsóidica Prof. DR. Carlos Aurélio Nadal - Sistemas de Referência e Tempo em Geodésia – Aula 05 O GEÓIDE Geóide: superfície cuja normal coincide com a vertical do lugar V V´ Superfície equipotencial O geóide é uma superfície equipotencial coincidente com o nível médio dos mares g considerados em repouso. Posicionamento na Terra Elipsóidica Prof. DR. Carlos Aurélio Nadal - Sistemas de Referência e Tempo em Geodésia – Aula 05 Geóide tem uma superfície irregular, determinável ponto a ponto. Causas: crosta terrestre heterogenea. Isostasia |f| = k m1 m2 2 d12 Posicionamento na Terra Elipsóidica Prof. DR. Carlos Aurélio Nadal - Sistemas de Referência e Tempo em Geodésia – Aula 05 REPRESENTAÇÃO GEODÉSICA DA TERRA Elipsóide de revolução: elipse girando em torno do seu eixo menor (2b) Círculo máximo a= raio maior ou semi-eixo maior b= raio menor ou semi-eixo menor Prof .M A Zanetti Posicionamento na Terra Elipsóidica Prof.
    [Show full text]
  • Law of the Sea Bulletin
    LAW OF THE SEA BULLETIN No. 61 2006 DIVISION FOR OCEAN AFFAIRS AND THE LAW OF THE SEA OFFICE OF LEGAL AFFAIRS NOTE The designations employed and the presentation of the material in this publication do not imply the expression of any opinion whatsoever on the part of the Secretariat of the United Nations concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. Furthermore, publication in the Bulletin of information concerning developments relating to the law of the sea emanating from actions and decisions taken by States does not imply recognition by the United Nations of the validity of the actions and decisions in question. IF ANY MATERIAL CONTAINED IN THE BULLETIN IS REPRODUCED IN PART OR IN WHOLE, DUE ACKNOWLEDGEMENT SHOULD BE GIVEN. Copyright © United Nations, 2006 CONTENTS Page I. UNITED NATIONS CONVENTION ON THE LAW OF THE SEA........................................................... 1 Status of the United Nations Convention on the Law of the Sea, of the Agreement relating to the implementation of Part XI of the Convention and of the Agreement for the implementation of the provisions of the Convention relating to the conservation and management of straddling fish stocks and highly migratory fish stocks ............................................................................................................. 1 1. Table recapitulating the status of the Convention and of the related Agreements, as at 31 July 2006.............................................................................................................................
    [Show full text]
  • Supported Coordinate Systems and Geographic Transformations
    Supported coordinate systems and geographic transformations This document contains information about the coordinate systems and geographic (datum) transformations supported in ArcGIS. The information is current as of version 8.1.2 of the Projection Engine. The tables include supported units of measure, spheroids, datums, and prime meridians. The supported map projections and their parameters are listed in one table. The geographic and projected coordinate system areas of interest are available. The geographic transformation tables include the method and parameters as well as the areas of interest. Earlier versions of the Projection Engine will not include all objects listed in these tables. Geographic (datum) transformations, three parameter Name Code Method dX dY dZ Abidjan_1987_To_WGS_1984 8414 Geocentric Translation -124.76 53.0 466.79 Accra_To_WGS_1972_BE 1570 Geocentric Translation -171.16 17.29 323.31 Accra_To_WGS_1984 1569 Geocentric Translation -199 32 322 Adindan_To_WGS_1984_1 8000 Geocentric Translation -166 -15 204 Adindan_To_WGS_1984_2 8001 Geocentric Translation -118 -14 218 Adindan_To_WGS_1984_3 8002 Geocentric Translation -134 -2 210 Adindan_To_WGS_1984_4 8003 Geocentric Translation -165 -11 206 Adindan_To_WGS_1984_5 8004 Geocentric Translation -123 -20 220 Adindan_To_WGS_1984_6 8005 Geocentric Translation -128 -18 224 Adindan_To_WGS_1984_7 8006 Geocentric Translation -161 -14 205 Afgooye_To_WGS_1984 8007 Geocentric Translation -43 -163 45 AGD_1966_To_GDA_1994 8189 Geocentric Translation -127.8 -52.3 152.9 AGD_1966_To_WGS_1984
    [Show full text]
  • The Transformation Package for the Adoption of SIRGAS2000 in Brazil
    ProGriD: The Transformation Package for the Adoption of SIRGAS2000 in Brazil 109 Marcos F. Santos, Marcelo C. Santos, Leonardo C. Oliveira, Sonia A. Costa, Joa˜o B. Azevedo, and Maurı´cio Galo Abstract Brazil adopted SIRGAS2000 in 2005. This adoption called for the provision of the relationships between SIRGAS2000 and the previous reference frames used for positioning, mapping and GIS, namely, the Co´rrego Alegre (CA) and the South American Datum of 1969 (SAD 69). Two programs were designed for this purpose. The first one, TCGeo, provided the relationships based on three- translation Similarity Transformation parameters. TCGeo was replaced in December 2008, by ProGriD. ProGriD offers, besides the same similarity transformation as TCGeo, a set of transformations based on modelling the distortions of the networks used in the various realizations of CA and SAD 69. The distortion models are represented by a grid in which each node contains a transformation value in terms of difference in latitude and in longitude. The grid follows the same specifications of the NTv2 grid, which has been used in other countries, such as Canada, USA and Australia. This paper presents ProGriD and its main functionalities and capabilities. 109.1 Introduction Historically, two geodetic reference systems have been M.F. Santos S.A. Costa J.B. Azevedo officially and widely used in Brazil in support of Coordenacao de Geode´sia, Instituto Brasileiro de Geografia surveying and mapping. By ‘officially’ it is meant that e Estatistica, Av Brasil 15671, Parada de Lucas, Rio de Janeiro 21241-051, Brazil they were regulated by specific legislation. The first one, the Co´rrego Alegre (CA), started to be developed M.C.
    [Show full text]
  • FIG Guide on the Development of a Vertical Reference Surface for Hydrography
    International Federation of Surveyors Fédération Internationale des Géomètres Internationale Vereinigung der Vermessungsingenieure FIG Guide on the Development of a Vertical Reference Surface ISBN 87-90907-57-4 NO 37 for Hydrography September 2006 Pub37_cover.indd 1 5.9.2006 16:45:31 FIG Guide on the Development of a Vertical Reference Surface for Hydrography INTERNATIONAL FEDERATION OF SURVEYORS FIG Commissions 4 and 5 Working Group 4.2 Published in English Copenhagen, Denmark ISBN 87-90907-57-4 Published by The International Federation of Surveyors (FIG) Lindevangs Allé 4 DK-2000 Frederiksberg DENMARK Tel: + 45 38 86 10 81 Fax: + 45 38 86 02 52 Email: [email protected] September 2006 Foreword Land mapping and ocean charting have traditionally gathered data for quite separate and distinct purposes. Where topographic mapping ends, bathymetric charting begins. For hundreds of years now, each surveying discipline has collected data independently for different purposes. This has been hugely successful and maps and charts now cover the world. They have adequately served our needs for many years. Until now that is. In recent years there has been a growing awareness of the fragile ecosystems that exist in our coastal zones and the requirement to manage our marine spaces in a more structured and sustainable manner. There is a myriad of overlapping and conflicting interests covering this unique environment. Recent natural disasters have demonstrated an urgent need to increase our understanding of the natural processes that threaten our coastal communities. The challenge is to provide seamless spatial data across the land /sea interface. A major impediment is that we do not have a consistent height datum across the land /sea interface.
    [Show full text]
  • Caribbean Datums and the Integration of Geographical Data
    Caribbean Journal of Earth Science, 37 (2003), 1-10. © Geological Society of Jamaica. Caribbean datums and the integration of geographical data KEITH M. MILLER Department of Surveying and Land Information, Faculty of Engineering, University of the West Indies ABSTRACT. Modern electronic positioning systems are capable of locating a point in the vicinity of the Earth’s surface to very high precision. Depending on the sophistication of equipment in use, whether the requirement is relative or absolute and the data processing time available, accuracy from 10 m down to a few millimetres can be achieved in three dimensions. While it is not difficult to measure the position of a point using today’s technology, it can be problematic to relate measurements made today to those made in the past. Advances in applications such as Geographical Information Systems (GIS) for example, that integrate geographic data from a wide range of sources may give misleading results if one position on the surface of the Earth can have a number of different coordinate values. This paper is aimed at explaining the reasons behind such dilemma while giving particular examples that relate to the Caribbean region. It defines and explains the different conventions that are adopted while providing local parameters that enable conversion between modern and some of the traditional datums. The reliability of this information is shown to be variable and there is a need for improvement in the quality of parameters that are made publicly available. 1. INTRODUCTION pole Perpendicular to spheroid The study of geodesy has advanced significantly P in recent times, particularly as the analysis of Greenwich b me rid ian Tangent satellite data has provided a global to spheroid approximation of the geoid.
    [Show full text]
  • SIRGAS95 Report
    TABLE OF CONTENTS LIST OF FIGURES................................................................................................................... v LIST OF TABLES ..................................................................................................................vii 1. INTRODUCTION ................................................................................................................ 1 1.1- STRUCTURE OF THE PROJECT ............................................................................ 2 1.2- LANGUAGES ............................................................................................................ 3 1.3- COMPOSITION OF THE PROJECT......................................................................... 4 1.3.1- COMMITTEE ................................................................................................. 4 1.3.2- WORKING GROUP I: REFERENCE SYSTEM........................................... 6 1.3.3- WORKING GROUP II: GEOCENTRIC DATUM......................................... 7 1.3.4- SCIENTIFIC COUNCIL................................................................................. 8 2. WORKING GROUP I: REFERENCE SYSTEM ................................................................ 9 2.1- INTRODUCTION....................................................................................................... 9 2.2- GPS OBSERVATION CAMPAIGN OF THE SIRGAS REFERENCE FRAME..................................................................................................................... 10
    [Show full text]
  • WGS84RPT.Tif:Corel PHOTO-PAINT
    AMENDMENT 1 3 January 2000 DEPARTMENT OF DEFENSE WORLD GEODETIC SYSTEM 1984 Its Definition and Relationships with Local Geodetic Systems These pages document the changes made to this document as of the date above and form a part of NIMA TR8350.2 dated 4 July 1997. These changes are approved for use by all Departments and Agencies of the Department of Defense. PAGE xi In the 5th paragraph, the sentence “The model, complete through degree (n) and order (m) 360, is comprised of 130,676 coefficients.” was changed to read “The model, complete through degree (n) and order (m) 360, is comprised of 130,317 coefficients.”. PAGE 3-7 2 2 In Table 3.4, the value of U0 was changed from 62636860.8497 m /s to 62636851.7146 m2/s2. PAGE 4-4 æ z u 2 + E2 ö Equation (4-9) was changed from “b = arctanç ÷ ” to read ç 2 ÷ è u x + y ø æ z u 2 + E2 ö “b = arctanç ÷ ”. ç 2 2 ÷ è u x + y ø PAGE 5-1 In the first paragraph, the sentence “The WGS 84 EGM96, complete through degree (n) and order (m) 360, is comprised of 130,321 coefficients.” was changed to read “The WGS 84 EGM96, complete through degree (n) and order (m) 360, is comprised of 130,317 coefficients.”. PAGE 5-3 At the end of the definition of terms for Equation (5-3), the definition of the “k” term was changed from “For m=0, k=1; m>1, k=2” to read “For m=0, k=1; m¹0, k=2”.
    [Show full text]
  • GEOMETRIC GEODESY Part 2.Tif
    GEOMETRIC GEODESY PART II by Richard H. Rapp The Ohio State University Department of Geodetic Science and Surveying 1958 Neil Avenue Columbus, Ohio 4321 0 March 1993 @ by Richard H. Rapp, 1993 Foreword Geometric Geodesy, Volume 11, is a continuation of Volume I. While the first volume emphasizes the geometry of the ellipsoid, the second volume emphasizes problems related to geometric geodesy in several diverse ways. The four main topic areas covered in Volume I1 are the following: the solution of the direct and inverse problem for arbitrary length lines; the transformation of geodetic data from one reference frame to another; the definition and determination of geodetic datums (including ellipsoid parameters) with terrestrial and space derived data; the theory and methods of geometric three-dimensional geodesy. These notes represent an evolution of discussions on the relevant topics. Chapter 1 (long lines) was revised in 1987 and retyped for the present version. Chapter 2 (datum transformation) and Chapter 3 (datum determination) have been completely revised from past versions. Chapter 4 (three-dimensional geodesy) remains basically unchanged from previous versions. The original version of the revised notes was printed in September 1990. Slight revisions were made in the 1990 version in January 1992. For this printing, several corrections were made in Table 1.4 (line E and F). The need for such corrections, and several others, was noted by B.K. Meade whose comments are appreciated. Richard H. Rapp March 25, 1993 Table of Contents 1 . Long Geodesics on the Ellipsoid ..................................................................... 1 1. 1 Introduction ...................................................................................... 1 1.2 An Iterative Solution for Long Geodesics ...................................................
    [Show full text]
  • International Association of Geodesy Association Symposia and Workshops
    IAG INTERNATIONAL ASSOCIATION OF GEODESY ASSOCIATION SYMPOSIA AND WORKSHOPS Excerpt of “Earth: Our Changing Planet. Proceedings of IUGG XXIV General Assembly Perugia, Italy 2007” Compiled by Lucio Ubertini, Piergiorgio Manciola, Stefano Casadei, Salvatore Grimaldi Published on website: www.iugg2007perugia.it ISBN : 978-88-95852-24-6 Organized by IRPI High Patronage of the President of the Republic of Italy Patronage of Presidenza del Consiglio dei Ministri Ministero degli Affari Esteri Ministero dell’Ambiente e della Tutela del Territorio e del Mare Ministero della Difesa Ministero dell’Università e della Ricerca IUGG XXIV General Assembly July 2-13, 2007 Perugia, Italy SCIENTIFIC PROGRAM COMMITTEE Paola Rizzoli Chairperson Usa President of the Scientific Program Committee Uri Shamir President of International Union of Geodesy and Israel Geophysics, IUGG Jo Ann Joselyn Secretary General of International Union of Usa Geodesy and Geophysics, IUGG Carl Christian Tscherning Secretary-General IAG International Association of Denmark Geodesy Bengt Hultqvist Secretary-General IAGA International Association Sweden of Geomagnetism and Aeronomy Pierre Hubert Secretary-General IAHS International Association France of Hydrological Sciences Roland List Secretary-General IAMAS International Association Canada of Meteorology and Atmospheric Sciences Fred E. Camfield Secretary-General IAPSO International Association Usa for the Physical Sciences of the Oceans Peter Suhadolc Secretary-General IASPEI International Italy Association of Seismology and Physics
    [Show full text]
  • GEODESY for the LAYMAN DEFENSE MAPPING AGENCY BUILDING 56 U S NAVAL OBSERVATORY DMA TR 80-003 WASHINGTON D C 20305 16 March 1984
    REPORT DOCUMENT PAGE GEODESY FOR THE LAYMAN DEFENSE MAPPING AGENCY BUILDING 56 U S NAVAL OBSERVATORY DMA TR 80-003 WASHINGTON D C 20305 16 March 1984 FOREWORD 1. The basic principles of geodesy are presented in an elementary form. The formation of geodetic datums is introduced and the necessity of connecting or joining datums is discussed. Methods used to connect independent geodetic systems to a single world reference system are discussed, including the role of gravity data. The 1983 edition of this publication contains an expanded discussion of satellite and related technological applications to geodesy and an updated description of the World Geodetic System. 2. The Defense Mapping Agency is not responsible for publishing revisions or identifying the obsolescence of its technical publications. 3. DMA TR 80-003 contains no copyrighted material, nor is a copyright pending. This publication is approved for public release; distribution unlimited. Reproduction in whole or in part is authorized for U.S. Government use. Copies may be requested from the Defense Technical Information Center, Cameron Station Alexandria, VA 22314. FOR THE DIRECTOR: VIRGIL J JOHNSON Captain, USN Chief of Staff DEFENSE MAPPING AGENCY The Defense Mapping Agency provides mapping, charting and geodetic support to the Secretary of Defense, the Joint Chiefs of Staff, the military departments and other Department of Defense components. The support includes production and worldwide distribution of maps, charts, precise positioning data and digital data for strategic and tactical military operations and weapon systems. The Defense Mapping Agency also provides nautical charts and marine navigational data for the worldwide merchant marine and private yachtsmen.
    [Show full text]