Space Geodesy and Satellite Laser Ranging
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International Laser Ranging Service (ILRS)
The International Laser Ranging Service (ILRS) http://ilrs.gsfc.nasa.gov/ Chairman of the Governing Board: G. Appleby (Great Britain) Director of the Central Bureau: M. Pearlman (USA) Secretary: C. Noll (USA) Analysis Coordinator: E. C. Pavlis (USA) Development ranging and ranging to the Lunar Orbiter, with plans to extend ranging to interplanetary missions with optical Satellite Laser Ranging (SLR) was established in the mid- transponders. 1960s, with early ground system developments by NASA and CNES. Early US and French satellites provided laser Mission targets that were used mainly for inter-comparison with other tracking systems, refinement of orbit determination The ILRS collects, merges, analyzes, archives and techniques, and as input to the development of ground distributes Satellite Laser Ranging (SLR) and Lunar Laser station fiducial networks and global gravity field models. Ranging (LLR) observation data sets of sufficient accuracy Early SLR brought the results of orbit determination and to satisfy the GGOS objectives of a wide range of station positions to the meter level of accuracy. The SLR scientific, engineering, and operational applications and network was expanded in the 1970s and 1980s as other experimentation. The basic observable is the precise time- groups built and deployed systems and technological of-flight of an ultra-short laser pulse to and from a improvements began the evolution toward the decimeter retroreflector-equipped satellite. These data sets are used and centimeter accuracy. Since 1976, the main geodetic by the ILRS to generate a number of fundamental added target has been LAGEOS (subsequently joined by value products, including but not limited to: LAGEOS-2 in 1992), providing the backbone of the SLR • Centimeter accuracy satellite ephemerides technique’s contribution to the realization of the • Earth orientation parameters (polar motion and length of day) International Terrestrial Reference Frame (ITRF). -
Geodetic Surveying, Earth Modeling, and the New Geodetic Datum of 2022
Geodetic Surveying, Earth Modeling, and the New Geodetic Datum of 2022 PDH330 3 Hours PDH Academy PO Box 449 Pewaukee, WI 53072 (888) 564-9098 www.pdhacademy.com [email protected] Geodetic Surveying Final Exam 1. Who established the U.S. Coast and Geodetic Survey? A) Thomas Jefferson B) Benjamin Franklin C) George Washington D) Abraham Lincoln 2. Flattening is calculated from what? A) Equipotential surface B) Geoid C) Earth’s circumference D) The semi major and Semi minor axis 3. A Reference Frame is based off how many dimensions? A) two B) one C) four D) three 4. Who published “A Treatise on Fluxions”? A) Einstein B) MacLaurin C) Newton D) DaVinci 5. The interior angles of an equilateral planar triangle adds up to how many degrees? A) 360 B) 270 C) 180 D) 90 6. What group started xDeflec? A) NGS B) CGS C) DoD D) ITRF 7. When will NSRS adopt the new time-based system? A) 2022 B) 2020 C) Unknown due to delays D) 2021 8. Did the State Plane Coordinate System of 1927 have more zones than the State Plane Coordinate System of 1983? A) No B) Yes C) They had the same D) The State Plane Coordinate System of 1927 did not have zones 9. A new element to the State Plane Coordinate System of 2022 is: A) The addition of Low Distortion Projections B) Adjoining tectonic plates C) Airborne gravity collection D) None of the above 10. The model GRAV-D (Gravity for Redefinition of the American Vertical Datum) created will replace _____________ and constitute the new vertical height system of the United States A) Decimal degrees B) Minutes C) NAVD 88 D) All of the above Introduction to Geodetic Surveying The early curiosity of man has driven itself to learn more about the vastness of our planet and the universe. -
Geodesy in the 21St Century
Eos, Vol. 90, No. 18, 5 May 2009 VOLUME 90 NUMBER 18 5 MAY 2009 EOS, TRANSACTIONS, AMERICAN GEOPHYSICAL UNION PAGES 153–164 geophysical discoveries, the basic under- Geodesy in the 21st Century standing of earthquake mechanics known as the “elastic rebound theory” [Reid, 1910], PAGES 153–155 Geodesy and the Space Era was established by analyzing geodetic mea- surements before and after the 1906 San From flat Earth, to round Earth, to a rough Geodesy, like many scientific fields, is Francisco earthquakes. and oblate Earth, people’s understanding of technology driven. Over the centuries, it In 1957, the Soviet Union launched the the shape of our planet and its landscapes has developed as an engineering discipline artificial satellite Sputnik, ushering the world has changed dramatically over the course because of its practical applications. By the into the space era. During the first 5 decades of history. These advances in geodesy— early 1900s, scientists and cartographers of the space era, space geodetic technolo- the study of Earth’s size, shape, orientation, began to use triangulation and leveling mea- gies developed rapidly. The idea behind and gravitational field, and the variations surements to record surface deformation space geodetic measurements is simple: Dis- of these quantities over time—developed associated with earthquakes and volcanoes. tance or phase measurements conducted because of humans’ curiosity about the For example, one of the most important between Earth’s surface and objects in Earth and because of geodesy’s application to navigation, surveying, and mapping, all of which were very practical areas that ben- efited society. -
NASA Space Geodesy Program: Catalogue of Site Information
NASA Technical Memorandum 4482 NASA Space Geodesy Program: Catalogue of Site Information M. A. Bryant and C. E. Noll March 1993 N93-2137_ (NASA-TM-4482) NASA SPACE GEODESY PROGRAM: CATALOGUE OF SITE INFORMATION (NASA) 688 p Unclas Hl146 0154175 v ,,_r NASA Technical Memorandum 4482 NASA Space Geodesy Program: Catalogue of Site Information M. A. Bryant McDonnell Douglas A erospace Seabro'ok, Maryland C. E. Noll NASA Goddard Space Flight Center Greenbelt, Maryland National Aeronautics and Space Administration Goddard Space Flight Center Greenbelt, Maryland 20771 1993 . _= _qum_ Table of Contents Introduction .......................................... ..... ix Map of Geodetic Sites - Global ................................... xi Map of Geodetic Sites - Europe .................................. xii Map of Geodetic Sites - Japan .................................. xiii Map of Geodetic Sites - North America ............................. xiv Map of Geodetic Sites - Western United States ......................... xv Table of Sites Listed by Monument Number .......................... xvi Acronyms ............................................... xxvi Subscription Application ..................................... xxxii Site Information ............................................. Site Name Site Number Page # ALGONQUIN 67 ............................ 1 AMERICAN SAMOA 91 ............................ 5 ANKARA 678 ............................ 9 AREQUIPA 98 ............................ 10 ASKITES 674 ........................... , 15 AUSTIN 400 ........................... -
Systematic Errors Between SLR and GNSS Due to the Omission of Atmospheric Pressure Loading
Geophysical Research Abstracts Vol. 20, EGU2018-208-1, 2018 EGU General Assembly 2018 © Author(s) 2017. CC Attribution 4.0 license. Systematic errors between SLR and GNSS due to the omission of atmospheric pressure loading Grzegorz Bury and Krzysztof Sosnica´ Wroclaw University of Environmental and Life Sciences, Institute of Geodesy and Geoinformatics, The Faculty of Environmental Engineering and Geodesy, Wrocław, Poland ([email protected]) Satellite Laser Ranging (SLR) is a precise space geodetic technique that contributes to Global Geodetic Observing System (GGOS) by providing e.g., the origin and the scale of the International Terrestrial Reference Frame, station coordinates, Earth rotation parameters, standard gravitational parameter – GM, and low-degree spherical harmonics of the Earth’s gravity field. Currently, all new active navigation satellites are equipped with laser retroreflectors for range measurements. Due to that fact, one can determine SLR-derived parameters based on the range measurements to multi-GNSS constellations: Galileo, GLONASS, BeiDou and QZSS. However, a full consistency between both SLR and GNSS techniques is required to obtain reliable global geodetic parameters. The current requirement imposed by GGOS demands a precise reference frame that is stable-in-time and accurate at the level of 1 mm. Atmospheric pressure loading (APL) plays an important role in precise space geodesy, due to the fact that it causes displacements of the geodetic stations of magnitude at the level of 1 cm both in vertical and horizontal directions. As a result, APL corrections should be considered if one would like to fulfill requirements imposed by GGOS. SLR is especially affected by APL due to the fact that range measurements can be performed only during cloudless conditions, which coincide with the high atmospheric pressure that deforms the Earth’s crust. -
Space Geodesy and Earth System (SGES 2012) Aug 18-25, 2012, Shanghai, China
International Symposium & Summer School on Space Geodesy and Earth System (SGES 2012) Aug 18-25, 2012, Shanghai, China http://www.shao.ac.cn/meetings; http://www.shao.ac.cn/schools Venue: 3rd floor of Astronomical Building Shanghai Astronomical Observatory, Chinese Academy of Sciences International Symposium on Space Geodesy and Earth Sytem (SGES2012) August 18-21, 2011, Shanghai, China http://www.shao.ac.cn/meetings Contact Information: Email: [email protected]; [email protected] Emergency Phone: 13167075822 Police: 110; Ambulance: 120 Venue: 3rd floor, Astronomical Building Shanghai Astronomical Observatory, Chinese Academy of Sciences 80 Nandan Road, Shanghai 200030, China Available WIFI at the workshop with the password at conference hall doors Sponsors • International Association of Geodesy (IAG) Commission 1, 3, 4 • International Association of Geodesy Sub-Commission 2.6 • Asia-Pacific Space Geodynamics Program (APSG) • Global Geodetic Observing System (GGOS) • Shanghai Astronomical Observatory (SHAO), CAS 1 Scientific Organizing Committee (SOC) • Zuheir Altamimi (IGN, France) • Jeff T. Freymueller (Uni. Alaska, USA) • Richard S. Gross (JPL, NASA, USA) • Manabu Hashimoto (Kyoto Uni., Japan) • Shuanggen Jin (SHAO, CAS, China) (Chair) • Roland Klees (TUDelft, Netherlands) • Christopher Kotsakis (AUTH, Greece) • Michael Pearlman (Harvard-CFA, USA) • Wenke Sun (Grad. Uni. of CAS, China) • Harald Schuh (TU-Vienna, Austria) • Tonie van Dam (Univ. Luxembourg) • Jens Wickert (GFZ Potsdam, Germany) • Shimon Wdowinski (Univ. Miami, USA) Local -
A Review of the Lunar Laser Ranging Technique and Contribution of Timing
Review Article Timing systems for lunar laser ranging Page 1 of 9 A review of the lunar laser ranging technique and AUTHORS: contribution of timing systems Cilence Munghemezulu1,2 Ludwig Combrinck1,2 Joel O. Botai3 The lunar laser ranging (LLR) technique is based on the two-way time-of-flight of laser pulses from an earth station to the retroreflectors that are located on the surface of the moon. We discuss the ranging technique AFFILIATIONS: and contribution of the timing systems and its significance in light of the new LLR station currently under 1Centre for Geoinformation Science, Department of development by the Hartebeesthoek Radio Astronomy Observatory (HartRAO). Firstly, developing the LLR Geography, Geoinformatics station at HartRAO is an initiative that will improve the current geometrical network of the LLR stations and Meteorology, University of Pretoria, Pretoria, South Africa which are presently concentrated in the northern hemisphere. Secondly, data products derived from the 2Space Geodesy Programme, LLR experiments – such as accurate lunar orbit, tests of the general relativity theory, earth–moon dynamics, Hartebeesthoek Radio interior structure of the moon, reference frames, and station position and velocities – are important in better Astronomy Observatory, understanding the earth–moon system. We highlight factors affecting the measured range such as the effect Krugersdorp, South Africa 3South African Weather Service, of earth tides on station position and delays induced by timing systems, as these must be taken into account Pretoria, South Africa during the development of the LLR analysis software. HartRAO is collocated with other fundamental space geodetic techniques which makes it a true fiducial geodetic site in the southern hemisphere and a central point CORRESPONDENCE TO: Cilence Munghemezulu for further development of space-based techniques in Africa. -
VLBI, GNSS, and DORIS Systems
The NASA Space Geodesy Project Frank Lemoine & Chopo Ma April 5, 2012 Background • Space geodetic systems provide the measurements that are needed to define and maintain an International Terrestrial Reference Field (ITRF) • The ITRF is realized through a combination of observations from globally distributed SLR, VLBI, GNSS, and DORIS systems • NASA contributes SLR, VLBI and GNSS systems to the global network, and has since the Crustal Dynamics Project in the 1980’s • But: the NASA systems are mostly “legacy” systems VLBI SLR GPS DORIS Doppler Orbitography and Radio Positioning Very Long Baseline Satellite Laser Ranging Global Positioning System Integrated by Satellite Interferometry Space Geodesy Project – 04/05/2012 2 ITRF Requirements • Requirements for the ITRF have increased dramatically since the 1980’s – Most stringent requirement comes from sea level studies: “accuracy of 1 mm, and stability at 0.1 mm/yr” – This is a factor 10-20 beyond current capability • Simulations show the required ITRF is best realized from a combination solution using data from a global network of ~30 integrated stations having all available techniques with next generation measurement capability – The current network cannot meet this requirement, even if it could be maintained over time (which it cannot) • The core NASA network is deteriorating and inadequate Space Geodesy Project – 04/05/2012 3 Geodetic Precision and Time Scale http://dels.nas.edu/Report/Precise-Geodetic-Infrastructure-National-Requirements/12954 Space Geodesy Project – 04/05/2012 4 NRC Recommendations • Deploy the next generation of automated high-repetition rate SLR tracking systems at the four current U.S. tracking sites in Hawaii, California, Texas, and Maryland; • Install the next-generation VLBI systems at the four U.S. -
Lunar Laser Ranging: the Millimeter Challenge
REVIEW ARTICLE Lunar Laser Ranging: The Millimeter Challenge T. W. Murphy, Jr. Center for Astrophysics and Space Sciences, University of California, San Diego, 9500 Gilman Drive, La Jolla, CA 92093-0424, USA E-mail: [email protected] Abstract. Lunar laser ranging has provided many of the best tests of gravitation since the first Apollo astronauts landed on the Moon. The march to higher precision continues to this day, now entering the millimeter regime, and promising continued improvement in scientific results. This review introduces key aspects of the technique, details the motivations, observables, and results for a variety of science objectives, summarizes the current state of the art, highlights new developments in the field, describes the modeling challenges, and looks to the future of the enterprise. PACS numbers: 95.30.Sf, 04.80.-y, 04.80.Cc, 91.4g.Bg arXiv:1309.6294v1 [gr-qc] 24 Sep 2013 CONTENTS 2 Contents 1 The LLR concept 3 1.1 Current Science Results . 4 1.2 A Quantitative Introduction . 5 1.3 Reflectors and Divergence-Imposed Requirements . 5 1.4 Fundamental Measurement and World Lines . 10 2 Science from LLR 12 2.1 Relativity and Gravity . 12 2.1.1 Equivalence Principle . 13 2.1.2 Time-rate-of-change of G ....................... 14 2.1.3 Gravitomagnetism, Geodetic Precession, and other PPN Tests . 14 2.1.4 Inverse Square Law, Extra Dimensions, and other Frontiers . 16 2.2 Lunar and Earth Physics . 16 2.2.1 The Lunar Interior . 16 2.2.2 Earth Orientation, Precession, and Coordinate Frames . 18 3 LLR Capability across Time 20 3.1 Brief LLR History . -
JHR Final Report Template
TRANSFORMING NAD 27 AND NAD 83 POSITIONS: MAKING LEGACY MAPPING AND SURVEYS GPS COMPATIBLE June 2015 Thomas H. Meyer Robert Baron JHR 15-327 Project 12-01 This research was sponsored by the Joint Highway Research Advisory Council (JHRAC) of the University of Connecticut and the Connecticut Department of Transportation and was performed through the Connecticut Transportation Institute of the University of Connecticut. The contents of this report reflect the views of the authors who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the University of Connecticut or the Connecticut Department of Transportation. This report does not constitute a standard, specification, or regulation. i Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. JHR 15-327 N/A 4. Title and Subtitle 5. Report Date Transforming NAD 27 And NAD 83 Positions: Making June 2015 Legacy Mapping And Surveys GPS Compatible 6. Performing Organization Code CCTRP 12-01 7. Author(s) 8. Performing Organization Report No. Thomas H. Meyer, Robert Baron JHR 15-327 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) University of Connecticut N/A Connecticut Transportation Institute 11. Contract or Grant No. Storrs, CT 06269-5202 N/A 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Connecticut Department of Transportation Final 2800 Berlin Turnpike 14. Sponsoring Agency Code Newington, CT 06131-7546 CCTRP 12-01 15. Supplementary Notes This study was conducted under the Connecticut Cooperative Transportation Research Program (CCTRP, http://www.cti.uconn.edu/cctrp/). -
Infoag Conference NSRS Modernization 2022 New Datums Scott Lokken National Geodetic Survey, NOAA Mid Atlantic Regional Geodetic Advisor July 24, 2019
InfoAg Conference NSRS Modernization 2022 New Datums Scott Lokken National Geodetic Survey, NOAA Mid Atlantic Regional Geodetic Advisor July 24, 2019 July 24, 2019 1 NGS Regional Advisors • Geodesist • 31 Years with NGS • GIS Certified • Farm Kid from SE N.D. July 24, 2019 2 National Spatial Reference System (NSRS) NGS Mission: To define, maintain & provide access to the National Spatial Reference System (NSRS) to meet our Nation’s economic, social & environmental needs Consistent National Coordinate System • Latitude/Northing • Longitude/Easting • Height • Scale • Gravity • Orientation and how these values change with time. New Reference Systems Planned for 2022 • Replace NAD83 with a geocentric reference frame • GNSS based • Replace NAVD88 with a gravity based geoid • Replace: bluebooking, database, State Plane Coordinates July 24, 2019 • improve toolkit, surveying methodologies. 4 What matters to you? Required Accuracy vs Precision determines how the new datums will impact you. Low Precision HIgh Precision Low Precision High Precision Low Accuracy Low Accuracy High Accuracy High Accuracy July 24, 2019 5 Different times, different accuracy 2019 1981 July 24, 2019 6 Bottom Line, Up Front • If you do geospatial work in the USA… • and you work in the National Spatial Reference System.. • every product you’ve ever made… – every survey… – every map… – every lidar point cloud… – every image… – every DEM… – WILL have the wrong coordinates on it in 3 years. Let’s talk about what this means, why it is happening, and how it will affect things -
Journal of Geodynamics the Interdisciplinary Role of Space
Journal of Geodynamics 49 (2010) 112–115 Contents lists available at ScienceDirect Journal of Geodynamics journal homepage: http://www.elsevier.com/locate/jog The interdisciplinary role of space geodesy—Revisited Reiner Rummel Institute of Astronomical and Physical Geodesy (IAPG), Technische Universität München, Arcisstr. 21, 80290 München, Germany article info abstract Article history: In 1988 the interdisciplinary role of space geodesy has been discussed by a prominent group of leaders in Received 26 January 2009 the fields of geodesy and geophysics at an international workshop in Erice (Mueller and Zerbini, 1989). Received in revised form 4 August 2009 The workshop may be viewed as the starting point of a new era of geodesy as a discipline of Earth Accepted 6 October 2009 sciences. Since then enormous progress has been made in geodesy in terms of satellite and sensor systems, observation techniques, data processing, modelling and interpretation. The establishment of a Global Geodetic Observing System (GGOS) which is currently underway is a milestone in this respect. Wegener Keywords: served as an important role model for the definition of GGOS. In turn, Wegener will benefit from becoming Geodesy Satellite geodesy a regional entity of GGOS. −9 Global observing system What are the great challenges of the realisation of a 10 global integrated observing system? Geodesy Global Geodetic Observing System is potentially able to provide – in the narrow sense of the words – “metric and weight” to global studies of geo-processes. It certainly can meet this expectation if a number of fundamental challenges, related to issues such as the international embedding of GGOS, the realisation of further satellite missions and some open scientific questions can be solved.