Coordinate Systems, Datums and More
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Basic Principles of Celestial Navigation James A
Basic principles of celestial navigation James A. Van Allena) Department of Physics and Astronomy, The University of Iowa, Iowa City, Iowa 52242 ͑Received 16 January 2004; accepted 10 June 2004͒ Celestial navigation is a technique for determining one’s geographic position by the observation of identified stars, identified planets, the Sun, and the Moon. This subject has a multitude of refinements which, although valuable to a professional navigator, tend to obscure the basic principles. I describe these principles, give an analytical solution of the classical two-star-sight problem without any dependence on prior knowledge of position, and include several examples. Some approximations and simplifications are made in the interest of clarity. © 2004 American Association of Physics Teachers. ͓DOI: 10.1119/1.1778391͔ I. INTRODUCTION longitude ⌳ is between 0° and 360°, although often it is convenient to take the longitude westward of the prime me- Celestial navigation is a technique for determining one’s ridian to be between 0° and Ϫ180°. The longitude of P also geographic position by the observation of identified stars, can be specified by the plane angle in the equatorial plane identified planets, the Sun, and the Moon. Its basic principles whose vertex is at O with one radial line through the point at are a combination of rudimentary astronomical knowledge 1–3 which the meridian through P intersects the equatorial plane and spherical trigonometry. and the other radial line through the point G at which the Anyone who has been on a ship that is remote from any prime meridian intersects the equatorial plane ͑see Fig. -
Introduction to Astronomy from Darkness to Blazing Glory
Introduction to Astronomy From Darkness to Blazing Glory Published by JAS Educational Publications Copyright Pending 2010 JAS Educational Publications All rights reserved. Including the right of reproduction in whole or in part in any form. Second Edition Author: Jeffrey Wright Scott Photographs and Diagrams: Credit NASA, Jet Propulsion Laboratory, USGS, NOAA, Aames Research Center JAS Educational Publications 2601 Oakdale Road, H2 P.O. Box 197 Modesto California 95355 1-888-586-6252 Website: http://.Introastro.com Printing by Minuteman Press, Berkley, California ISBN 978-0-9827200-0-4 1 Introduction to Astronomy From Darkness to Blazing Glory The moon Titan is in the forefront with the moon Tethys behind it. These are two of many of Saturn’s moons Credit: Cassini Imaging Team, ISS, JPL, ESA, NASA 2 Introduction to Astronomy Contents in Brief Chapter 1: Astronomy Basics: Pages 1 – 6 Workbook Pages 1 - 2 Chapter 2: Time: Pages 7 - 10 Workbook Pages 3 - 4 Chapter 3: Solar System Overview: Pages 11 - 14 Workbook Pages 5 - 8 Chapter 4: Our Sun: Pages 15 - 20 Workbook Pages 9 - 16 Chapter 5: The Terrestrial Planets: Page 21 - 39 Workbook Pages 17 - 36 Mercury: Pages 22 - 23 Venus: Pages 24 - 25 Earth: Pages 25 - 34 Mars: Pages 34 - 39 Chapter 6: Outer, Dwarf and Exoplanets Pages: 41-54 Workbook Pages 37 - 48 Jupiter: Pages 41 - 42 Saturn: Pages 42 - 44 Uranus: Pages 44 - 45 Neptune: Pages 45 - 46 Dwarf Planets, Plutoids and Exoplanets: Pages 47 -54 3 Chapter 7: The Moons: Pages: 55 - 66 Workbook Pages 49 - 56 Chapter 8: Rocks and Ice: -
Standards and Guidelines for Cadastral Surveys Using GPS
Table of Contents Foreword ........................................................................................................................................ 3 Part One: Standards for Positional Accuracy ................................................................................ 4 Part Two: GPS Survey Guidelines ................................................................................................ 5 Section One: Field Data Acquisition Methods Section Two: Field Survey Operations and Procedures Cadastral Project Control Cadastral Measurements Section Three: Data Processing and Analysis Section Four: Project Documentation Appendix A: Definitions ............................................................................................................. 16 Appendix B: Computation of Accuracies ................................................................................... 18 Appendix C: References ............................................................................................................. 19 Attachment 1-2 Foreword These Standards and Guidelines provide guidance to the Government cadastral surveyor and other land surveyors in the use of Global Positioning System (GPS) technology to perform Public Land Survey System (PLSS) surveys of the Public Lands of the United States of America. Many sources were consulted during the preparation of this document. These sources included other GPS survey standards and guidelines, technical reports and manuals. Opinions and reviews were also sought from public and -
National Spatial Reference System: "Positioning Changes for 2022"
National Spatial Reference System “Positioning Changes for 2022” Civil GPS Service Interface Committee Meeting Miami, Florida September 24, 2018 Denis Riordan, PSM NOAA, National Geodetic Survey [email protected] U.S. Department of Commerce National Oceanic & Atmospheric Administration National Geodetic Survey Mission: To define, maintain & provide access to the National Spatial Reference System (NSRS) to meet our Nation’s economic, social & environmental needs National Spatial Reference System * Latitude * Scale * Longitude * Gravity * Height * Orientation & their variations in time U. S. Geometric Datums in 2022 National Spatial Reference System (NSRS) Improvements in the Horizontal Datums TIME NETWORK METHOD NETWORK SPAN ACCURACY OF REFERENCE NAD 27 1927-1986 10 meter (1 part in 100,000) TRAVERSE & TRIANGULATION - GROUND MARKS USED FOR NAD83(86) 1986-1990 1 meter REFERENCING (1 part THE in 100,000) NSRS. NAD83(199x)* 1990-2007 0.1 meter GPS B- orderBECOMES (1 part THE in MEANS 1 million) OF POSITIONING – STILL GRND MARKS. HARN A-order (1 part in 10 million) NAD83(2007) 2007 - 2011 0.01 meter 0.01 meter GPS – CORS STATIONS ARE MEANS (CORS) OF REFERENCE FOR THE NSRS. NAD83(2011) 2011 - 2022 0.01 meter 0.01 meter (CORS) NSRS Reference Basis Old Method - Ground Current Method - GNSS Stations Marks (Terrestrial) (CORS) Why Replace NAD83? • Datum based on best known information about the earth’s size and shape from the early 1980’s (45 years old), and the terrestrial survey data of the time. • NAD83 is NON-geocentric & hence inconsistent w/GNSS . • Necessary for agreement with future ubiquitous positioning of GNSS capability. Future Geometric (3-D) Reference Frame Blueprint for 2022: Part 1 – Geometric Datum • Replace NAD83 with new geometric reference frame – by 2022. -
Map and Compass
UE CG 039-089 2018_UE CG 039-089 2018 2018-08-29 9:57 AM Page 56 MAP The north magnetic pole is not the same as the geographic North Pole, also known as AND COMPASS true north, which is the northern end of the axis around which the earth spins. In fact, the north magnetic pole currently lies Background Information approximately 800 mi (1300 km) south of the geographic North Pole, in northern A compass is an instrument that people use Canada. And because the north magnetic to find a direction in relation to the earth as pole migrates at 6.6 mi (10 km) per year, its a whole. The magnetic needle in the location is constantly changing. compass, which is the freely moving needle in the compass that has a red end, points The meridians of longitude on maps and north. More specifically, this needle points globes are based upon the geographic to the north magnetic pole, the northern North Pole rather than the north magnetic end of the earth’s magnetic field, which pole. This means that magnetic north, the can be imagined as lines of magnetism that direction that a compass indicates as north, leave the south magnetic pole, flow north is not the same direction as maps indicate around the earth, and then enter the north for north. Magnetic declination, the magnetic pole. difference in the angle between magnetic north and true north must, therefore, be Any magnetized object, an object with two taken into account when navigating with a oppositely charged ends, such as a magnet map and a compass. -
Some Guidelines for Effective Field-Use of the GPS Unit
PRBO Conservation Science 4990 Shoreline Highway Stinson Beach, CA 94970 415-868-1221 www.prbo.org Guidelines for Field Use of Garmin GPS Units GPS Checklist: Copy an updated version of the master "allpc" shapefile and other digital basemaps, including topo quads and aerial photos, from the GIS server (V: drive) before the field season starts. Know what coordinate system (e.g., UTM, zone 10) and datum (e.g., NAD83) your project uses. The PRBO default is UTM, WGS84 (same as NAD83). In the UTM coordinate system, your zone depends on where you are (see map). Download your GPS coordinates daily, using GPS Utility (www.gpsu.co.uk/) or Waypoint+ (www.tapr.org/~kh2z/Waypoint/) shareware. It is not uncommon for Garmin units to die in the field. You will need a PC Interface cable to download your data and a registration key for GPS Utility. If you are unable to download, record your coordinates by hand in the field. Always carry extra batteries, especially if you’re not planning to revisit the site, and turn off your GPS unit when not in use to avoid draining the internal lithium battery. Contact Garmin (www.garmin.com) for replacement or repair under warranty if your unit dies. UTM Zones Submit copies of your GPS coordinate files to the GIS lab at the end of the field season for archiving and general mapping purposes. In the Field GPS Unit Setup Before taking waypoints in the field, the GPS navigation display should be set up to match the coordinate system, horizontal datum, and units used at a particular field project’s location. -
DOTD Standards for GPS Data Collection Accuracy
Louisiana Transportation Research Center Final Report 539 DOTD Standards for GPS Data Collection Accuracy by Joshua D. Kent Clifford Mugnier J. Anthony Cavell Larry Dunaway Louisiana State University 4101 Gourrier Avenue | Baton Rouge, Louisiana 70808 (225) 767-9131 | (225) 767-9108 fax | www.ltrc.lsu.edu TECHNICAL STANDARD PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/LA.539 4. Title and Subtitle 5. Report Date DOTD Standards for GPS Data Collection Accuracy September 2015 6. Performing Organization Code 127-15-4158 7. Author(s) 8. Performing Organization Report No. Kent, J. D., Mugnier, C., Cavell, J. A., & Dunaway, L. Louisiana State University Center for GeoInformatics 9. Performing Organization Name and Address 10. Work Unit No. Center for Geoinformatics Department of Civil and Environmental Engineering 11. Contract or Grant No. Louisiana State University LTRC Project Number: 13-6GT Baton Rouge, LA 70803 State Project Number: 30001520 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Louisiana Department of Transportation and Final Report Development 6/30/2014 P.O. Box 94245 Baton Rouge, LA 70804-9245 14. Sponsoring Agency Code 15. Supplementary Notes Conducted in Cooperation with the U.S. Department of Transportation, Federal Highway Administration 16. Abstract The Center for GeoInformatics at Louisiana State University conducted a three-part study addressing accurate, precise, and consistent positional control for the Louisiana Department of Transportation and Development. First, this study focused on Departmental standards of practice when utilizing Global Navigational Satellite Systems technology for mapping-grade applications. Second, the recent enhancements to the nationwide horizontal and vertical spatial reference framework (i.e., datums) is summarized in order to support consistent and accurate access to the National Spatial Reference System. -
Find Location from Grid Reference
Find Location From Grid Reference Piney and desiccant Jean-Luc understocks almost florally, though Milton ruptures his wartweeds intermarried. Is Emmery Nikkialways focalises superjacent shipshape. and grimiest when individuating some stewpots very round-the-clock and indefatigably? Chalcographic This method expresses the human development in conjunction with apple blogs rolling and from grid reference on a map is directly at intervals along the play store you want to provide a private draft You find location, grid reference system of locating and longitude are located in grids on topographic maps. If you entertain an express map to measure story, Northing followed by Easting. Apple blogs rolling and the Internet safe. Give complete coordinate RIGHT, B, grid reference or latitude and longitude of locations. Sign arm to our Newsletter. The satellite map with the marker is shown alongside an equivalent Ordnance Survey map. If you work with MGRS coordinates, and that the scale is right side up. The layer you selected must be of point geometry. This earthquake has cloud been published or shared. Latitude can have done same numerical value north go south hit the equator, you can use the breakthrough To XY tool. Upload multiple images at once. What is high pressure? To enable light to better morning or bridge the location of features on total scale maps, we promise our postcode data quarterly, country grids etc. Click a the hand, interpret the images of the Megalong Valley below, unauthorized and shall goods be used. Google Earth starting point over Lawrence, stationary media panel. Perhaps you find. Two simple methods using a poise of so are described below. -
UNIT-II GPS Systems:NAVSTAR-GLONAAS-Beidou-QZSS-IRNSS-GPS Receivers Based On: Data Type and Yield-Realization of Channels-Signal
UNIT-II GPS systems:NAVSTAR-GLONAAS-Beidou-QZSS-IRNSS-GPS receivers based on: Data type and yield-Realization of channels-Signal structure:Course Acquisition(code)-Carrier ranging and Navigational message Global Positioning System (GPS), originally Navstar GPS,[1] is a satellite-based radionavigation system owned by the United States government and operated by the United States Space Force.[2] It is one of the global navigation satellite systems (GNSS) that provides geolocation and time information to a GPS receiver anywhere on or near the Earth where there is an unobstructed line of sight to four or more GPS satellites.[3] Obstacles such as mountains and buildings block the relatively weak GPS signals. The GPS does not require the user to transmit any data, and it operates independently of any telephonic or internet reception, though these technologies can enhance the usefulness of the GPS positioning information. The GPS provides critical positioning capabilities to military, civil, and commercial users around the world. The United States government created the system, maintains it, and makes it freely accessible to anyone with a GPS receiver.[4][better source needed] The GPS project was started by the U.S. Department of Defense in 1973, with the first prototype spacecraft launched in 1978 and the full constellation of 24 satellites operational in 1993. Originally limited to use by the United States military, civilian use was allowed from the 1980s following an executive order from President Ronald Reagan.[5] Advances in technology and new demands on the existing system have now led to efforts to modernize the GPS and implement the next generation of GPS Block IIIA satellites and Next Generation Operational Control System (OCX).[6] Announcements from Vice President Al Gore and the Clinton Administration in 1998 initiated these changes, which were authorized by the U.S. -
Gis Sections Proposal
COORDINATING WORKING PARTY ON FISHERY STATISTICS Sixth Meeting of the Aquaculture Subject Group (AS) and Twenty-seventh meeting of the Fisheries Subject Group (FS) GIS TECHNICAL WORKING GROUP FOR THE CWP HANDBOOK - GIS SECTIONS PROPOSAL Emmanuel Blondel (FAO) – [email protected] 1 CWP – AS 6th Session and FS 27th Session Rome, Italy – 15-16 May 2019 GIS Section Overview Title Definition / Scope Target Spatial reference systems Standards to use for handling a spatial reference system CWP Handbook (SRS) used with fisheries dataset. GIS Section Definitions; rationale; equivalent terminologies; recommended standard format & notations; use of Spatial Reference Identifiers (SRIDs); SRS use cases Geographic coordinates Standards for handling properly geographic coordinates CWP Handbook for reference shapes and fisheries datasets. GIS Section Definitions; rationale; recommended standard formats; Geographic coordinates use cases. Geographic classification Geographic classification and coding systems used for CWP Handbook and coding systems fisheries data. GIS Section General; Types of geographic classification systems (Irregular areas, grid reporting systems, Others); Main geographic Water main areas classification systems (FAO Major Fishing areas, Breakdown of major fishing areas; Geographic coding systems; Geographic information Standards format for data and metadata, and related CWP Data sharing formats & protocols standard protocols. and protocols/ Data formats and protocols; Metadata formats and protocols; Geospatial Section Geographic information Geographic information list of resources of interest for CWP Website resources of interest for CWP the CWP. Geographic information reference web-catalogues; GIS datasets of primary interest; 2 CWP – AS 6th Session and FS 27th Session Rome, Italy – 15-16 May 2019 GIS Section Overview • Handbook GIS Section proposal • Title: Geographic Dimension • Structure 1. -
Mind the Gap! a New Positioning Reference
A new positioning reference Why is the United States adopting NATRF2022? What are we doing about this in Canada? We want to hear from you! • The Canadian Geodetic Survey and the United States • Improved compatibility with Global Navigation • The Canadian Geodetic Survey is working closely National Geodetic Survey have collaborated for Satellite Systems (GNSS), such as GPS, is driving this with the United States National Geodetic Survey in • Send us your comments, the challenges you over a century to provide the fundamental reference change. The geometric reference frames currently defining reference frames to ensure they will also foresee, and any concerns to help inform our path Mind the gap! systems for latitude, longitude and height for their used in Canada and the United States, although be suitable for Canada. forward to either of these organizations: respective countries. compatible with each other, are offset by 2.2 m from • Geodetic agencies from across Canada are A new positioning reference the Earth’s geocentre, whereas GNSS are geocentric. - Canadian Geodetic Survey: nrcan. • Together our reference systems have evolved collaborating on reference system improvements geodeticinformation-informationgeodesique. to meet today’s world of GPS and geographical • Real-time decimetre-level accuracies directly from through the Canadian Geodetic Reference System [email protected] NATRF2022 information systems, while supporting legacy datums GNSS satellites are expected to be available soon. Committee, a working committee of the Canadian -
OMB Circular No. A-16 Revised
OMB Circular No. A-16 Revised M-11-03, Issuance of OMB Circular A-16 Supplemental Guidance (November 10, 2010) (34 pages, 530 kb) August 19, 2002 TO THE HEADS OF EXECUTIVE DEPARTMENTS AND ESTABLISHMENTS SUBJECT: Coordination of Geographic Information and Related Spatial Data Activities This Circular provides direction for federal agencies that produce, maintain or use spatial data either directly or indirectly in the fulfillment of their mission. This Circular establishes a coordinated approach to electronically develop the National Spatial Data Infrastructure and establishes the Federal Geographic Data Committee (FGDC). The Circular has been revised from the 1990 version to reflect changes in technology, further describe the components of the National Spatial Data Infrastructure (NSDI), and assign agency roles and responsibilities for development of the NSDI. The revised Circular names the Deputy Director for Management of OMB as Vice-Chair of the Federal Geographic Data Committee. TABLE OF CONTENTS BACKGROUND 1. What is the purpose of this Circular? 2. What is the National Spatial Data Infrastructure (NSDI)? a. What is the vision of the NSDI? b. What are the components of the NSDI? (1) What is a data theme? (2) What are metadata? (3) What is the National Spatial Data Clearinghouse? (4) What is a standard? (5) How are NSDI standards developed? (6) What is the importance of collaborative partnerships? (7) What are the federal activities and technologies that support the NSDI? 3. What are the benefits of the NSDI? 4. What is the Federal Geographic Data Committee (FGDC)? a. What is the FGDC structure and membership? b. What are the FGDC procedures? POLICY 5.