Map Use: Reading, Analysis, Interpretation, Sample Chapter
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Geomatics Guidance Note 3
Geomatics Guidance Note 3 Contract area description Revision history Version Date Amendments 5.1 December 2014 Revised to improve clarity. Heading changed to ‘Geomatics’. 4 April 2006 References to EPSG updated. 3 April 2002 Revised to conform to ISO19111 terminology. 2 November 1997 1 November 1995 First issued. 1. Introduction Contract Areas and Licence Block Boundaries have often been inadequately described by both licensing authorities and licence operators. Overlaps of and unlicensed slivers between adjacent licences may then occur. This has caused problems between operators and between licence authorities and operators at both the acquisition and the development phases of projects. This Guidance Note sets out a procedure for describing boundaries which, if followed for new contract areas world-wide, will alleviate the problems. This Guidance Note is intended to be useful to three specific groups: 1. Exploration managers and lawyers in hydrocarbon exploration companies who negotiate for licence acreage but who may have limited geodetic awareness 2. Geomatics professionals in hydrocarbon exploration and development companies, for whom the guidelines may serve as a useful summary of accepted best practice 3. Licensing authorities. The guidance is intended to apply to both onshore and offshore areas. This Guidance Note does not attempt to cover every aspect of licence boundary definition. In the interests of producing a concise document that may be as easily understood by the layman as well as the specialist, definitions which are adequate for most licences have been covered. Complex licence boundaries especially those following river features need specialist advice from both the survey and the legal professions and are beyond the scope of this Guidance Note. -
The Evolution of Earth Gravitational Models Used in Astrodynamics
JEROME R. VETTER THE EVOLUTION OF EARTH GRAVITATIONAL MODELS USED IN ASTRODYNAMICS Earth gravitational models derived from the earliest ground-based tracking systems used for Sputnik and the Transit Navy Navigation Satellite System have evolved to models that use data from the Joint United States-French Ocean Topography Experiment Satellite (Topex/Poseidon) and the Global Positioning System of satellites. This article summarizes the history of the tracking and instrumentation systems used, discusses the limitations and constraints of these systems, and reviews past and current techniques for estimating gravity and processing large batches of diverse data types. Current models continue to be improved; the latest model improvements and plans for future systems are discussed. Contemporary gravitational models used within the astrodynamics community are described, and their performance is compared numerically. The use of these models for solid Earth geophysics, space geophysics, oceanography, geology, and related Earth science disciplines becomes particularly attractive as the statistical confidence of the models improves and as the models are validated over certain spatial resolutions of the geodetic spectrum. INTRODUCTION Before the development of satellite technology, the Earth orbit. Of these, five were still orbiting the Earth techniques used to observe the Earth's gravitational field when the satellites of the Transit Navy Navigational Sat were restricted to terrestrial gravimetry. Measurements of ellite System (NNSS) were launched starting in 1960. The gravity were adequate only over sparse areas of the Sputniks were all launched into near-critical orbit incli world. Moreover, because gravity profiles over the nations of about 65°. (The critical inclination is defined oceans were inadequate, the gravity field could not be as that inclination, 1= 63 °26', where gravitational pertur meaningfully estimated. -
Vertical Component
ARTIFICIAL SATELLITES, Vol. 46, No. 3 – 2011 DOI: 10.2478/v10018-012-0001-2 THE PROBLEM OF COMPATIBILITY AND INTEROPERABILITY OF SATELLITE NAVIGATION SYSTEMS IN COMPUTATION OF USER’S POSITION Jacek Januszewski Gdynia Maritime University, Navigation Department al. JanaPawla II 3, 81–345 Gdynia, Poland e–mail:[email protected] ABSTRACT. Actually (June 2011) more than 60 operational GPS and GLONASS (Satellite Navigation Systems – SNS), EGNOS, MSAS and WAAS (Satellite Based Augmentation Systems – SBAS) satellites are in orbits transmitting a variety of signals on multiple frequencies. All these satellite signals and different services designed for the users must be compatible and open signals and services should also be interoperable to the maximum extent possible. Interoperability definition addresses signal, system time and geodetic reference frame considerations. The part of compatibility and interoperability of all these systems and additionally several systems under construction as Compass, Galileo, GAGAN, SDCM or QZSS in computation user’s position is presented in this paper. Three parameters – signal in space, system time and coordinate reference frame were taken into account in particular. Keywords: Satellite Navigation System (SNS), Saellite Based Augmentation System (SBAS), compability, interoperability, coordinate reference frame, time reference, signal in space INTRODUCTION Information about user’s position can be obtained from specialized electronic position-fixing systems, in particular, Satellite Navigation Systems (SNS) as GPS and GLONASS, and Satellite Based Augmentation Systems (SBAS) as EGNOS, WAAS and MSAS. All these systems are known also as GNSS (Global Navigation Satellite System). Actually (June 2011) more than 60 operational GPS, GLONASS, EGNOS, MSAS and WAAS satellites are in orbits transmitting a variety of signals on multiple frequencies. -
The History of Geodesy Told Through Maps
The History of Geodesy Told through Maps Prof. Dr. Rahmi Nurhan Çelik & Prof. Dr. Erol KÖKTÜRK 16 th May 2015 Sofia Missionaries in 5000 years With all due respect... 3rd FIG Young Surveyors European Meeting 1 SUMMARIZED CHRONOLOGY 3000 BC : While settling, people were needed who understand geometries for building villages and dividing lands into parts. It is known that Egyptian, Assyrian, Babylonian were realized such surveying techniques. 1700 BC : After floating of Nile river, land surveying were realized to set back to lost fields’ boundaries. (32 cm wide and 5.36 m long first text book “Papyrus Rhind” explain the geometric shapes like circle, triangle, trapezoids, etc. 550+ BC : Thereafter Greeks took important role in surveying. Names in that period are well known by almost everybody in the world. Pythagoras (570–495 BC), Plato (428– 348 BC), Aristotle (384-322 BC), Eratosthenes (275–194 BC), Ptolemy (83–161 BC) 500 BC : Pythagoras thought and proposed that earth is not like a disk, it is round as a sphere 450 BC : Herodotus (484-425 BC), make a World map 350 BC : Aristotle prove Pythagoras’s thesis. 230 BC : Eratosthenes, made a survey in Egypt using sun’s angle of elevation in Alexandria and Syene (now Aswan) in order to calculate Earth circumferences. As a result of that survey he calculated the Earth circumferences about 46.000 km Moreover he also make the map of known World, c. 194 BC. 3rd FIG Young Surveyors European Meeting 2 150 : Ptolemy (AD 90-168) argued that the earth was the center of the universe. -
Advanced Positioning for Offshore Norway
Advanced Positioning for Offshore Norway Thomas Alexander Sahl Petroleum Geoscience and Engineering Submission date: June 2014 Supervisor: Sigbjørn Sangesland, IPT Co-supervisor: Bjørn Brechan, IPT Norwegian University of Science and Technology Department of Petroleum Engineering and Applied Geophysics Summary When most people hear the word coordinates, they think of latitude and longitude, variables that describe a location on a spherical Earth. Unfortunately, the reality of the situation is far more complex. The Earth is most accurately represented by an ellipsoid, the coordinates are three-dimensional, and can be found in various forms. The coordinates are also ambiguous. Without a proper reference system, a geodetic datum, they have little meaning. This field is what is known as "Geodesy", a science of exactly describing a position on the surface of the Earth. This Thesis aims to build the foundation required for the position part of a drilling software. This is accomplished by explaining, in detail, the field of geodesy and map projections, as well as their associated formulae. Special considerations is taken for the area offshore Norway. Once the guidelines for transformation and conversion have been established, the formulae are implemented in MATLAB. All implemented functions are then verified, for every conceivable method of opera- tion. After which, both the limitation and accuracy of the various functions are discussed. More specifically, the iterative steps required for the computation of geographic coordinates, the difference between the North Sea Formulae and the Bursa-Wolf transformation, and the accuracy of Thomas-UTM series for UTM projections. The conclusion is that the recommended guidelines have been established and implemented. -
Determination of Geoid and Transformation Parameters by Using GPS on the Region of Kadınhanı in Konya
Determination of Geoid And Transformation Parameters By Using GPS On The Region of Kadınhanı In Konya Fuat BAŞÇİFTÇİ, Hasan ÇAĞLA, Turgut AYTEN, Sabahattin Akkuş, Beytullah Yalcin and İsmail ŞANLIOĞLU, Turkey Key words: GPS, Geoid Undulation, Ellipsoidal Height, Transformation Parameters. SUMMARY As known, three dimensional position (3D) of a point on the earth can be obtained by GPS. It has emerged that ellipsoidal height of a point positioning by GPS as 3D position, is vertical distance measured along the plumb line between WGS84 ellipsoid and a point on the Earth’s surface, when alone vertical position of a point is examined. If orthometric height belonging to this point is known, the geoid undulation may be practically found by height difference between ellipsoidal and orthometric height. In other words, the geoid may be determined by using GPS/Levelling measurements. It has known that the classical geodetic networks (triangulation or trilateration networks) established by terrestrial methods are insufficient to contemporary requirements. To transform coordinates obtained by GPS to national coordinate system, triangulation or trilateration network’s coordinates of national system are used. So high accuracy obtained by GPS get lost a little. These results are dependent on accuracy of national coordinates on region worked. Thus results have different accuracy on the every region. The geodetic network on the region of Kadınhanı in Konya had been established according to national coordinate system and the points of this network have been used up to now. In this study, the test network will institute on Kadınhanı region. The geodetic points of this test network will be established in the proper distribution for using of the persons concerned. -
A Guide to Coordinate Systems in Great Britain
A guide to coordinate systems in Great Britain An introduction to mapping coordinate systems and the use of GPS datasets with Ordnance Survey mapping A guide to coordinate systems in Great Britain D00659 v2.3 Mar 2015 © Crown copyright Page 1 of 43 Contents Section Page no 1 Introduction .................................................................................................................................. 3 1.1 Who should read this booklet? .......................................................................................3 1.2 A few myths about coordinate systems ..........................................................................4 2 The shape of the Earth ................................................................................................................ 6 2.1 The first geodetic question ..............................................................................................6 2.2 Ellipsoids ......................................................................................................................... 6 2.3 The Geoid ....................................................................................................................... 7 2.3.1 Local geoids .....................................................................................................8 3 What is position? ......................................................................................................................... 9 3.1 Types of coordinates ......................................................................................................9 -
CERI 7211/8211 Global Geodynamics
Earth’s Size I What are the early ideas on the Earth’s shape? I What are the qualitative observations against them? I Understand how Eratosthenes measured the Earth’s size (Fig. 2.1 of Lowry 2007). I His estimate of the Earth’s circumference is 46,250 km. 15 % greater than the modern value, 40,030 km. Earth’s Size cont’d I A French astronomer, Picard measured the length of one degree of meridian arc in 1671 using triangulation. He got 6372 km as the radius of the Earth: cf. modern value, 6371 km Earth’s Shape I Jean Richer’s finding (1672) that his accurate pendulum clock, calibrated in Paris, was “losing 2m 30s” (i.e., indicated an increased period of the pendulum!) on an equatorial island of Cayenne. I What does it imply about the shape of the Earth? q l I Hint: T = 2π g I What was Newton’s idea on the shape of the Earth? Oblate or prolate? I How was the length of a degree of meridian measured? Earth’s Gravity I Newton’s law of universal gravitation: m M F = −G ^r r 2 I Gravitational acceleration M a = −G ^r G r 2 I Gravitational potential M U = −G G r I How to measure aG? I How to measure G? I see https://www.aps.org/publications/ apsnews/201605/big-g.cfm Earth’s Gravity cont’d I What is the mass and the mean density of the Earth? I Kepler’s thirs law: 4π2 GM = a3; (1) T 2 where G is the gravitational constant, M is the mass of a planet, T is the period of the orbital motion and a is the semi-major axis of the orbit. -
Uk Offshore Operators Association (Surveying and Positioning
U.K. OFFSHORE OPERATORS ASSOCIATION (SURVEYING AND POSITIONING COMMITTEE) GUIDANCE NOTES ON THE USE OF CO-ORDINATE SYSTEMS IN DATA MANAGEMENT ON THE UKCS (DECEMBER 1999) Version 1.0c Whilst every effort has been made to ensure the accuracy of the information contained in this publication, neither UKOOA, nor any of its members will assume liability for any use made thereof. Copyright ã 1999 UK Offshore Operators Association Prepared on behalf of the UKOOA Surveying and Positioning Committee by Richard Wylde, The SIMA Consultancy Limited with assistance from: Roger Lott, BP Amoco Exploration Geir Simensen, Shell Expro A Company Limited by Guarantee UKOOA, 30 Buckingham Gate, London, SW1E 6NN Registered No. 1119804 England _____________________________________________________________________________________________________________________Page 2 CONTENTS 1. INTRODUCTION AND BACKGROUND .......................................................................3 1.1 Introduction ..........................................................................................................3 1.2 Background..........................................................................................................3 2. WHAT HAS HAPPENED AND WHY ............................................................................4 2.1 Longitude 6°W (ED50) - the Thunderer Line .........................................................4 3. GUIDANCE FOR DATA USERS ..................................................................................6 3.1 How will we map the -
Horizontal Datums Knowing Where in the World You Are Maralyn L. Vorhauer Geodesist National Geodetic Survey
Horizontal Datums Knowing where in the world you are Maralyn L. Vorhauer Geodesist National Geodetic Survey A major concern of people everywhere is to know where they are at any time and how to get where they are going. The determination of such positions on the earth’s surface and their relationship is a primary concern of the science of geodesy and the scientists called geodesists. Understanding and using datums form an integral part of this positioning. Geodesy is defined as the science of determining the size and shape of the earth. Geodesists are concerned with the precise measurement of various physical properties of the earth in order to determine these values as accurately as possible. As these measurements become more and more precise, the earth’s size and shape can be more and more accurately represented. This knowledge of the size and shape of the earth enables more precise positioning of points on the earth’s surface-such as a boundary, a road or even a car. To compute these positions, this knowledge of the size and shape of the earth must be known. However, the earth is not a regular surface, so a figure must be used which represents as closely as possible the irregular shape of the earth so as to allow computation of positions on the surface using known mathematical equations. This figure has been found to be an ellipsoid. Still, determining an accurate model for the earth is only the first step in computing an accurate position of a point on the surface of the earth. -
Geodetic System 1 Geodetic System
Geodetic system 1 Geodetic system Geodesy Fundamentals Geodesy · Geodynamics Geomatics · Cartography Concepts Datum · Distance · Geoid Fig. Earth · Geodetic sys. Geog. coord. system Hor. pos. represent. Lat./Long. · Map proj. Ref. ellipsoid · Sat. geodesy Spatial ref. sys. Technologies GNSS · GPS · GLONASS Standards ED50 · ETRS89 · GRS 80 NAD83 · NAVD88 · SAD69 SRID · UTM · WGS84 History History of geodesy NAVD29 Geodetic systems or geodetic data are used in geodesy, navigation, surveying by cartographers and satellite navigation systems to translate positions indicated on their products to their real position on earth. The systems are needed because the earth is an imperfect sphere. Also the earth is an imperfect ellipsoid. This can be verified by differentiating the equation for an ellipsoid and solving for dy/dx. It is a constant multiplied by x/y. Then derive the force equation from the centrifugal force acting on an object on the earth's surface and the gravitational force. Switch the x and y components and multiply one of them by negative one. This is the differential equation which when solved will yield the equation for the earth's surface. This is not a constant multiplied by x/y. Note that the earth's surface is also not an equal-potential surface, as can be verified by calculating the potential at the equator and the potential at a pole. The earth is an equal force surface. A one kilogram frictionless object on the ideal earth's surface does not have any force acting upon it to cause it to move either north or south. There is no simple analytical solution to this differential equation. -
Article Is Part of the Spe- Senschaft, Kunst Und Technik, 7, 397–424, 1913
IUGG: from different spheres to a common globe Hist. Geo Space Sci., 10, 151–161, 2019 https://doi.org/10.5194/hgss-10-151-2019 © Author(s) 2019. This work is distributed under the Creative Commons Attribution 4.0 License. The International Association of Geodesy: from an ideal sphere to an irregular body subjected to global change Hermann Drewes1 and József Ádám2 1Technische Universität München, Munich 80333, Germany 2Budapest University of Technology and Economics, Budapest, P.O. Box 91, 1521, Hungary Correspondence: Hermann Drewes ([email protected]) Received: 11 November 2018 – Revised: 21 December 2018 – Accepted: 4 January 2019 – Published: 16 April 2019 Abstract. The history of geodesy can be traced back to Thales of Miletus ( ∼ 600 BC), who developed the concept of geometry, i.e. the measurement of the Earth. Eratosthenes (276–195 BC) recognized the Earth as a sphere and determined its radius. In the 18th century, Isaac Newton postulated an ellipsoidal figure due to the Earth’s rotation, and the French Academy of Sciences organized two expeditions to Lapland and the Viceroyalty of Peru to determine the different curvatures of the Earth at the pole and the Equator. The Prussian General Johann Jacob Baeyer (1794–1885) initiated the international arc measurement to observe the irregular figure of the Earth given by an equipotential surface of the gravity field. This led to the foundation of the International Geodetic Association, which was transferred in 1919 to the Section of Geodesy of the International Union of Geodesy and Geophysics. This paper presents the activities from 1919 to 2019, characterized by a continuous broadening from geometric to gravimetric observations, from exclusive solid Earth parameters to atmospheric and hydrospheric effects, and from static to dynamic models.