Validation of Galileo Orbits Using SLR with a Focus on Satellites Launched Into Incorrect Orbital Planes
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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). -
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. -
Solar Radiation Pressure Models for Beidou-3 I2-S Satellite: Comparison and Augmentation
remote sensing Article Solar Radiation Pressure Models for BeiDou-3 I2-S Satellite: Comparison and Augmentation Chen Wang 1, Jing Guo 1,2 ID , Qile Zhao 1,3,* and Jingnan Liu 1,3 1 GNSS Research Center, Wuhan University, 129 Luoyu Road, Wuhan 430079, China; [email protected] (C.W.); [email protected] (J.G.); [email protected] (J.L.) 2 School of Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UK 3 Collaborative Innovation Center of Geospatial Technology, Wuhan University, 129 Luoyu Road, Wuhan 430079, China * Correspondence: [email protected]; Tel.: +86-027-6877-7227 Received: 22 December 2017; Accepted: 15 January 2018; Published: 16 January 2018 Abstract: As one of the most essential modeling aspects for precise orbit determination, solar radiation pressure (SRP) is the largest non-gravitational force acting on a navigation satellite. This study focuses on SRP modeling of the BeiDou-3 experimental satellite I2-S (PRN C32), for which an obvious modeling deficiency that is related to SRP was formerly identified. The satellite laser ranging (SLR) validation demonstrated that the orbit of BeiDou-3 I2-S determined with empirical 5-parameter Extended CODE (Center for Orbit Determination in Europe) Orbit Model (ECOM1) has the sun elongation angle (# angle) dependent systematic error, as well as a bias of approximately −16.9 cm. Similar performance has been identified for European Galileo and Japanese QZSS Michibiki satellite as well, and can be reduced with the extended ECOM model (ECOM2), or by using the a priori SRP model to augment ECOM1. In this study, the performances of the widely used SRP models for GNSS (Global Navigation Satellite System) satellites, i.e., ECOM1, ECOM2, and adjustable box-wing model have been compared and analyzed for BeiDou-3 I2-S satellite. -
Space Geodesy and Satellite Laser Ranging
Space Geodesy and Satellite Laser Ranging Michael Pearlman* Harvard-Smithsonian Center for Astrophysics Cambridge, MA USA *with a very extensive use of charts and inputs provided by many other people Causes for Crustal Motions and Variations in Earth Orientation Dynamics of crust and mantle Ocean Loading Volcanoes Post Glacial Rebound Plate Tectonics Atmospheric Loading Mantle Convection Core/Mantle Dynamics Mass transport phenomena in the upper layers of the Earth Temporal and spatial resolution of mass transport phenomena secular / decadal post -glacial glaciers polar ice post-glacial reboundrebound ocean mass flux interanaual atmosphere seasonal timetime scale scale sub --seasonal hydrology: surface and ground water, snow, ice diurnal semidiurnal coastal tides solid earth and ocean tides 1km 10km 100km 1000km 10000km resolution Temporal and spatial resolution of oceanographic features 10000J10000 y bathymetric global 1000J1000 y structures warming 100100J y basin scale variability 1010J y El Nino Rossby- 11J y waves seasonal cycle eddies timetime scale scale 11M m mesoscale and and shorter scale fronts physical- barotropic 11W w biological variability interaction Coastal upwelling 11T d surface tides internal waves internal tides and inertial motions 11h h 10m 100m 1km 10km 100km 1000km 10000km 100000km resolution Continental hydrology Ice mass balance and sea level Satellite gravity and altimeter mission products help determine mass transport and mass distribution in a multi-disciplinary environment Gravity field missions Oceanic -
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. -
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. -
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 . -
Coordinate Systems in Geodesy
COORDINATE SYSTEMS IN GEODESY E. J. KRAKIWSKY D. E. WELLS May 1971 TECHNICALLECTURE NOTES REPORT NO.NO. 21716 COORDINATE SYSTElVIS IN GEODESY E.J. Krakiwsky D.E. \Vells Department of Geodesy and Geomatics Engineering University of New Brunswick P.O. Box 4400 Fredericton, N .B. Canada E3B 5A3 May 1971 Latest Reprinting January 1998 PREFACE In order to make our extensive series of lecture notes more readily available, we have scanned the old master copies and produced electronic versions in Portable Document Format. The quality of the images varies depending on the quality of the originals. The images have not been converted to searchable text. TABLE OF CONTENTS page LIST OF ILLUSTRATIONS iv LIST OF TABLES . vi l. INTRODUCTION l 1.1 Poles~ Planes and -~es 4 1.2 Universal and Sidereal Time 6 1.3 Coordinate Systems in Geodesy . 7 2. TERRESTRIAL COORDINATE SYSTEMS 9 2.1 Terrestrial Geocentric Systems • . 9 2.1.1 Polar Motion and Irregular Rotation of the Earth • . • • . • • • • . 10 2.1.2 Average and Instantaneous Terrestrial Systems • 12 2.1. 3 Geodetic Systems • • • • • • • • • • . 1 17 2.2 Relationship between Cartesian and Curvilinear Coordinates • • • • • • • . • • 19 2.2.1 Cartesian and Curvilinear Coordinates of a Point on the Reference Ellipsoid • • • • • 19 2.2.2 The Position Vector in Terms of the Geodetic Latitude • • • • • • • • • • • • • • • • • • • 22 2.2.3 Th~ Position Vector in Terms of the Geocentric and Reduced Latitudes . • • • • • • • • • • • 27 2.2.4 Relationships between Geodetic, Geocentric and Reduced Latitudes • . • • • • • • • • • • 28 2.2.5 The Position Vector of a Point Above the Reference Ellipsoid . • • . • • • • • • . .• 28 2.2.6 Transformation from Average Terrestrial Cartesian to Geodetic Coordinates • 31 2.3 Geodetic Datums 33 2.3.1 Datum Position Parameters . -
Satellite Geodesy: Foundations, Methods and Applications, Second Edition
Satellite Geodesy: Foundations, Methods and Applications, Second Edition By Günter Seeber, 589 pages, 281 figures, 64 tables, ISBN: 3-11-017549-5, published by Walter de Gruyter GmbH & Co., Berlin, 2003 The first edition of this book came out in 1993, when it made an enormous contribution to the field. It brought together in one volume a vast amount Günter Seeber of information scattered throughout the geodetic literature on satellite mis Satellite Geodesy sions, observables, mathematical models and applications. In the inter 2nd Edition vening ten years the field has devel oped at an astonishing rate, and the new edition has been completely revised to take this into account. Apart from a review of the historical development of the field, the book is divided into three main sections. The first part is a general introduction to the fundamentals of the subject: refer ence frames; time systems; signal propagation; Keplerian models of satel de Gruyter lite motion; orbit perturbations; orbit determination; orbit types and constel lations. The second section, which contributes to the fields of terrestrial comprises the major part of the book, and marine physical and geometrical is a detailed description of the principal geodesy, navigation and geodynamics. techniques falling under the umbrella of satellite geodesy. Those covered The book is written in an accessible are: optical techniques; Doppler posi style, particularly given the technical tioning; Global Navigation Satellite nature of the content, and is therefore Systems (GNSS, incorporating GPS, useful to a wide community of readers. GLONASS and GALILEO), Satellite Every topic has extensive and up to Laser Ranging (SLR), satellite altime date references allowing for further try, gravity field missions, Very Long investigation where necessary. -
Multi-GNSS Kinematic Precise Point Positioning: Some Results in South Korea
JPNT 6(1), 35-41 (2017) Journal of Positioning, https://doi.org/10.11003/JPNT.2017.6.1.35 JPNT Navigation, and Timing Multi-GNSS Kinematic Precise Point Positioning: Some Results in South Korea Byung-Kyu Choi1†, Chang-Hyun Cho1, Sang Jeong Lee2 1Space Geodesy Group, Korea Astronomy and Space Science Institute, Daejeon 305-348, Korea 2Department of Electronics Engineering, Chungnam National University, Daejeon 305-764, Korea ABSTRACT Precise Point Positioning (PPP) method is based on dual-frequency data of Global Navigation Satellite Systems (GNSS). The recent multi-constellations GNSS (multi-GNSS) enable us to bring great opportunities for enhanced precise positioning, navigation, and timing. In the paper, the multi-GNSS PPP with a combination of four systems (GPS, GLONASS, Galileo, and BeiDou) is analyzed to evaluate the improvement on positioning accuracy and convergence time. GNSS observations obtained from DAEJ reference station in South Korea are processed with both the multi-GNSS PPP and the GPS-only PPP. The performance of multi-GNSS PPP is not dramatically improved when compared to that of GPS only PPP. Its performance could be affected by the orbit errors of BeiDou geostationary satellites. However, multi-GNSS PPP can significantly improve the convergence speed of GPS-only PPP in terms of position accuracy. Keywords: PPP, multi-GNSS, Positioning accuracy, convergence speed 1. INTRODUCTION Positioning System (GPS) has been modernized steadily and Russia has also operated the GLObal NAvigation Satellite Precise Point Positioning (PPP) using the Global Navigation System (GLONASS) stably since 2012. Furthermore, the EU Satellite System (GNSS) can determine positioning of users has launched the 12th Galileo satellite recently indicating from several millimeters to a few centimeters (cm) if dual- the global satellite navigation system is now entering a final frequency observation data are employed (Zumberge et al. -
Some Problems Concerned with the Geodetic Use of High Precision Altimeter Data
Reports of the Department of Geodetic Science Report No. 237 SOME PROBLEMS CONCERNED WITH THE GEODETIC USE OF HIGH PRECISION ALTIMETER DATA D. by cc w D.Lelgemann H.m ko 0 o Prepared for National Aeronautics and Space Administration Goddard Space Flight Center ,a0 Greenbelt, Maryland 20770 u to r) = H 'V _U Al Grant No. NGR 36-008-161 M t OSURF Project No. 3210 pi ZLn C0 Oa)n :.)W. U0Q. 'no 0C The Ohio State University M10 E-14J Research Foundation 94I Columbus, Ohio 43212 0 aH January, 1976 Reports of the Departme" -4 f-,no, Science Report No. 237 Some Problems Concerned with the Geodetic Use of High Precision Altimeter Data by D. Lolgenann Prepared for National Aeronautics and Space Adminisfrati Goddard Space Flight Cente7 Greenbelt, Maryland 26770 Grant No. NGR 36-008-161 OSURF Project No. 3210 The Ohio State University Research Foundation Columbus, Ohio 43212 January, 1976 Foreword This report was prepared by Dr. D. Lelgemann, Visiting Research Associate, Department of Geodetic Science, The Ohio State University, and Wissenschafti. Rat at the Institut fdr Angewandte Geodiisie, Federal Repub lic of Germany. This work was supported, in part, through NASA Grant NGR 36-008-161, The Ohio State University Research Foundation Project No. 3210, which is under the direction of Professor Richard H. Rapp. The grant supporting this research is administered through the Goddard Space Flight Center, Greenbelt, Maryland with Mr. James Marsh as Technical Officer. The author is particularly grateful to Professor Richard H. Rapp for helpful discussions and to Deborah Lucas for her careful typing. -
Precise Point Positioning from Combined GNSS
ARTICLE FUGRO MARINESTAR G4+ PPP-RTK DEVELOPMENTS Precise Point Positioning from Combined GNSS Currently there are four global navigation satellite systems (GNSSs) available: GPS, Glonass, BeiDou and Galileo. The satellites of these systems are used for positioning, and the accuracy is greatly improved if precise satellite orbit, clock and uncalibrated phase delay (UPD) corrections are available when using the precise point positioning (PPP) technique. Fugro operates a worldwide network of reference stations capable of tracking GPS, Glonass, BeiDou and Galileo systems. This network is used to calculate precise satellite orbit and clock corrections of all four constellations in real time for maritime applications. The corrections are broadcast to users by eight geostationary L-band satellites providing worldwide coverage. This article describes the recent developments and the resulting accuracy of PPP with integer ambiguity resolutions (IAR). (By H. Visser, D. Lapucha, J. Tegedor, O. Ørpen and Y. Memarzadeh, Fugro) The Fugro Marinestar G4 service uses all four global satellite constellations. However, not all four constellations have the same geographical spread or the same number of available satellites. Therefore, one must consider the strengths and weaknesses of each constellation. The tracking status for each GNSS, based upon a minimum elevation of 5°, is given below. GPS In December 2016 there were 31 healthy US GPS satellites. In the current constellation, 19 Block IIF satellites transmit the additional L2C signal, which is 3dB stronger than the legacy L2 signal. This allows for better tracking in marginal circumstances and no impact on L2C when the L1 signal is jammed (in contrast with the legacy L2 signal, which will be affected).