New Datums One-Pager

Total Page:16

File Type:pdf, Size:1020Kb

New Datums One-Pager National Geodetic Survey Positioning America for the Future geodesy.noaa.gov New Datums Are Coming! NOAA is Replacing NAD 83 and NAVD 88. How You Can Prepare NOAA’s National Geodetic Survey (NGS) ■ Learn if legislation or other formal documents will be replacing the datums of the National referencing NAD 83 and NAVD 88 need to be Spatial Reference System (NSRS), including changed in your state. the North American Datum of 1983 (NAD ■ Transform existing data to the latest NSRS 83) and the North American Vertical datums and realizations; i.e. NAD 83 (2011), Datum of 1988 (NAVD 88). NGS will GEOID18, and NAVD 88. provide the tools to easily transform ■ Obtain precise ellipsoidal heights on between the new and old datums. Read NAVD 88 bench marks, and visit the GPS the NGS Ten-Year Plan and visit the New on Bench Marks Web page to learn more. Datums Web page on our site to learn more. ■ Require and provide complete metadata on all mapping contracts. See our website for Benefits more details. The new reference frames (geometric and geopotential) will rely primarily on Global Navigation Satellite Systems (GNSS), such as the Global Positioning System (GPS), as well as on a gravimetric geoid model resulting from NGS’ Gravity for the Redefinition of the American Vertical Datum (GRAV-D) Project. The target accuracy of differential ortho - metric heights (heights relative to sea level) in the geopotential reference frame will be 2 centimeters over any distance, where possible. What You Can Expect The magnitude of change with the new datums will vary depending on the datum you are using and your geographic location. The new geometric datum will change latitude, longitude, and ellipsoid height between The new datums will extend across CONUS and U.S. 1 and 4 meters. In the conterminous United territories. The terrestrial reference frames replacing NAD 83 States (CONUS), the new vertical datum will be consistent with geocentric global reference frames defin- ing latitude and longitude. The geopotential datum replacing will change heights on average 50 centimeters, NAVD 88 will be based on a gravimetric geoid model, with approximately a 1-meter tilt towards enhanced by data from NGS’ Gravity for the Redefinition New Datums New the Pacific Northwest. of the American Vertical Datum (GRAV-D) Project. National Oceanic and Atmospheric Administration • National Geodetic Survey.
Recommended publications
  • State Plane Coordinate System
    Wisconsin Coordinate Reference Systems Second Edition Published 2009 by the State Cartographer’s Office Wisconsin Coordinate Reference Systems Second Edition Wisconsin State Cartographer’s Offi ce — Madison, WI Copyright © 2015 Board of Regents of the University of Wisconsin System About the State Cartographer’s Offi ce Operating from the University of Wisconsin-Madison campus since 1974, the State Cartographer’s Offi ce (SCO) provides direct assistance to the state’s professional mapping, surveying, and GIS/ LIS communities through print and Web publications, presentations, and educational workshops. Our staff work closely with regional and national professional organizations on a wide range of initia- tives that promote and support geospatial information technologies and standards. Additionally, we serve as liaisons between the many private and public organizations that produce geospatial data in Wisconsin. State Cartographer’s Offi ce 384 Science Hall 550 North Park St. Madison, WI 53706 E-mail: [email protected] Phone: (608) 262-3065 Web: www.sco.wisc.edu Disclaimer The contents of the Wisconsin Coordinate Reference Systems (2nd edition) handbook are made available by the Wisconsin State Cartographer’s offi ce at the University of Wisconsin-Madison (Uni- versity) for the convenience of the reader. This handbook is provided on an “as is” basis without any warranties of any kind. While every possible effort has been made to ensure the accuracy of information contained in this handbook, the University assumes no responsibilities for any damages or other liability whatsoever (including any consequential damages) resulting from your selection or use of the contents provided in this handbook. Revisions Wisconsin Coordinate Reference Systems (2nd edition) is a digital publication, and as such, we occasionally make minor revisions to this document.
    [Show full text]
  • Part V: the Global Positioning System ______
    PART V: THE GLOBAL POSITIONING SYSTEM ______________________________________________________________________________ 5.1 Background The Global Positioning System (GPS) is a satellite based, passive, three dimensional navigational system operated and maintained by the Department of Defense (DOD) having the primary purpose of supporting tactical and strategic military operations. Like many systems initially designed for military purposes, GPS has been found to be an indispensable tool for many civilian applications, not the least of which are surveying and mapping uses. There are currently three general modes that GPS users have adopted: absolute, differential and relative. Absolute GPS can best be described by a single user occupying a single point with a single receiver. Typically a lower grade receiver using only the coarse acquisition code generated by the satellites is used and errors can approach the 100m range. While absolute GPS will not support typical MDOT survey requirements it may be very useful in reconnaissance work. Differential GPS or DGPS employs a base receiver transmitting differential corrections to a roving receiver. It, too, only makes use of the coarse acquisition code. Accuracies are typically in the sub- meter range. DGPS may be of use in certain mapping applications such as topographic or hydrographic surveys. DGPS should not be confused with Real Time Kinematic or RTK GPS surveying. Relative GPS surveying employs multiple receivers simultaneously observing multiple points and makes use of carrier phase measurements. Relative positioning is less concerned with the absolute positions of the occupied points than with the relative vector (dX, dY, dZ) between them. 5.2 GPS Segments The Global Positioning System is made of three segments: the Space Segment, the Control Segment and the User Segment.
    [Show full text]
  • HORIZONTAL DATUM CONVERSIONS Helping Vermonters Visualize Choice
    PART 3: SECTION K HORIZONTAL DATUM CONVERSIONS Helping Vermonters Visualize Choice A Discussion, Examples, and Recommended Conversion Methodology for the Transformation of ARC/INFO Coverages from the North American Datum of 1927 to the North American Datum of 1983 in Vermont. This paper would not have been made available without the thoughtful writing of Milo Robinson, NGS Geodetic Advisor to the State of Vermont, and Gary Smith of Green Mountain Geographics. These recognized leaders in the VGIS community have all of our thanks. EXECUTIVE SUMMARY This paper outlines the steps required to convert ARC/INFO coverages from the North American Datum of 1927 (NAD27) to the more accurate North American Datum of 1983 (NAD83). Until recently, most contemporary maps of Vermont used the NAD27 as the reference datum. This made it the logical option for direct digital conversion and subsequent inclusion in the Vermont GIS database. With the arrival of the new Vermont Digital Orthophotography, expanded GPS activity and new maps from the U.S. Geological Survey being prepared using NAD83, it is increasingly necessary to convert existing NAD27 data to NAD83 to properly incorporate new information. The need of particular data developers or users to convert data depends on the location in the State, and particular mapping requirements. As this paper is released the Vermont counties for which NAD83 digital orthophotos are available are Rutland, Windsor, Franklin, Grand Isle and Addison, plus portions of Washington County. The remainder of Washington and Orange Counties will be available soon, with the remainder of Vermont to be processed in coming years. The remainder of this paper provides more detail on the datum change, suggests new data entry guidelines, details the coordinate and naming convention for Vermont's orthophotos, and provides the procedures for converting Vermont's NAD27 data to NAD83 using software by ESRI (Environmental Systems Research Institute, Redlands, CA).
    [Show full text]
  • Datums in Texas NGS: Welcome to Geodesy
    Datums in Texas NGS: Welcome to Geodesy Geodesy is the science of measuring and monitoring the size and shape of the Earth and the location of points on its surface. NOAA's National Geodetic Survey (NGS) is responsible for the development and maintenance of a national geodetic data system that is used for navigation, communication systems, and mapping and charting. ln this subject, you will find three sections devoted to learning about geodesy: an online tutorial, an educational roadmap to resources, and formal lesson plans. The Geodesy Tutorial is an overview of the history, essential elements, and modern methods of geodesy. The tutorial is content rich and easy to understand. lt is made up of 10 chapters or pages (plus a reference page) that can be read in sequence by clicking on the arrows at the top or bottom of each chapter page. The tutorial includes many illustrations and interactive graphics to visually enhance the text. The Roadmap to Resources complements the information in the tutorial. The roadmap directs you to specific geodetic data offered by NOS and NOAA. The Lesson Plans integrate information presented in the tutorial with data offerings from the roadmap. These lesson plans have been developed for students in grades 9-12 and focus on the importance of geodesy and its practical application, including what a datum is, how a datum of reference points may be used to describe a location, and how geodesy is used to measure movement in the Earth's crust from seismic activity. Members of a 1922 geodetic suruey expedition. Until recent advances in satellite technology, namely the creation of the Global Positioning Sysfem (GPS), geodetic surveying was an arduous fask besf suited to individuals with strong constitutions, and a sense of adventure.
    [Show full text]
  • 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
    [Show full text]
  • 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/).
    [Show full text]
  • Evolution of NAD 83 in the United States: Journey from 2D Toward 4D
    Evolution of NAD 83 in the United States: Journey from 2D toward 4D Richard A. Snay1 Abstract: In 1986, Canada, Greenland, and the United States adopted the North American Datum of 1983 (NAD 83) to replace the North American Datum of 1927 as their official spatial reference system for geometric positioning. The rigor of the original NAD 83 realization benefited from the extensive use of electronic distance measuring instrumentation and from the use of both TRANSIT Doppler observations and very long baseline interferometry observations. However, the original NAD 83 realization predated the widespread use of the global po- sitioning system and the use of continuously operating reference stations. Consequently, NAD 83 has evolved significantly in the United States since 1986 to embrace these technological advances, as well as to accommodate improvements in the understanding of crustal motion. This paper traces this evolution from what started as essentially a two-dimensional (2D) reference frame and has been progressing toward a four-dimensional (4D) frame. In anticipation of future geodetic advances, the U.S. National Geodetic Survey is planning to replace NAD 83 about a decade from now with a newer, more geocentric spatial reference system for geometric positioning. DOI: 10.1061/(ASCE)SU.1943- 5428.0000083. © 2012 American Society of Civil Engineers. CE Database subject headings: History; Datum; Transformations; Geodetic surveys; North America. Author keywords: History; Datum transformations; Dynamic datums; Crustal deformation; NAD 83. Introduction height, and how these three coordinates vary over time. NAD 27 provided a foundation for measuring only geodetic latitude and lon- In 1986 a group of institutions representing Canada, Greenland, and gitude; therefore, it is considered a horizontal datum.
    [Show full text]
  • Map Projections and Coordinate Systems Datums Tell Us the Latitudes and Longi- Vertex, Node, Or Grid Cell in a Data Set, Con- Tudes of Features on an Ellipsoid
    116 GIS Fundamentals Map Projections and Coordinate Systems Datums tell us the latitudes and longi- vertex, node, or grid cell in a data set, con- tudes of features on an ellipsoid. We need to verting the vector or raster data feature by transfer these from the curved ellipsoid to a feature from geographic to Mercator coordi- flat map. A map projection is a systematic nates. rendering of locations from the curved Earth Notice that there are parameters we surface onto a flat map surface. must specify for this projection, here R, the Nearly all projections are applied via Earth’s radius, and o, the longitudinal ori- exact or iterated mathematical formulas that gin. Different values for these parameters convert between geographic latitude and give different values for the coordinates, so longitude and projected X an Y (Easting and even though we may have the same kind of Northing) coordinates. Figure 3-30 shows projection (transverse Mercator), we have one of the simpler projection equations, different versions each time we specify dif- between Mercator and geographic coordi- ferent parameters. nates, assuming a spherical Earth. These Projection equations must also be speci- equations would be applied for every point, fied in the “backward” direction, from pro- jected coordinates to geographic coordinates, if they are to be useful. The pro- jection coordinates in this backward, or “inverse,” direction are often much more complicated that the forward direction, but are specified for every commonly used pro- jection. Most projection equations are much more complicated than the transverse Mer- cator, in part because most adopt an ellipsoi- dal Earth, and because the projections are onto curved surfaces rather than a plane, but thankfully, projection equations have long been standardized, documented, and made widely available through proven programing libraries and projection calculators.
    [Show full text]
  • FDM 9-20 Spatial Reference Systems
    Facilities Development Manual Wisconsin Department of Transportation Chapter 9 Surveying and Mapping Section 20 Spatial Reference Systems FDM 9-20-1 General February 28, 2001 The discipline of surveying consists of determining or establishing relative positions of points above, on, or beneath the surface of the earth. In Wisconsin, there are two primary spatial reference systems for defining the location of a point: - The U.S. Public Land Survey System (PLSS). - The National Spatial Reference System (NSRS). The PLSS is based on a system of townships, ranges, and sections (see FDM 9-20-5). The PLSS provides the basis for almost all legal descriptions of land. The NSRS, which includes the former National Geodetic Reference System (NGRS), is a mathematical reference system (see FDM 9-20-10). The NSRS consists of precisely measured networks of geodetic control that support accurate mapping over large areas. To understand the roles of these reference systems, it is important to recognize that the PLSS was designed for land ownership purposes but not for accurate mapping, and the NSRS was designed for geodetic surveying and mapping but not for land ownership documentation. Since accurate property maps are becoming essential with digital-based ownership documents, it is important that there be a substantial link between the two reference systems. Methods are needed to utilize the spatial characteristics of the NSRS when addressing the location of landmarks. Fortunately, recent technological developments such as the Global Positioning System (GPS), electronic total station survey instruments, and computer aided drafting (CAD) now make the task of using the PLSS and NSRS together more efficient, economical, and practical.
    [Show full text]
  • Gravity and Geoid Modelling for Improved Heights
    Gravity and Geoid Modelling for Improved Heights Texas Height Modernization Workshop Houston, Texas August 28, 2015 Denis Riordan, PSM NOAA, National Geodetic Survey [email protected] Presentation Outline 1. - Introductions. 2. - Mission and Vision of the National Geodetic Survey. 3. - NAVD88 – Still good enough? 4. - GEOIDS – types and definitions. 5. - GRAV-D and what it’s about. 6. - NGS Gravity Survey Plan. 7. - New U.S. Datums for 2022. 8. - Questions. 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 NGS MISSION - The NSRS Define - National Coordinate Sys. (NSRS) Maintain - the NSRS Provide Access The National Geodetic Survey 10 year plan Mission, Vision and Strategy 2013 – 2023 http://www.ngs.noaa.gov/INFO/NGS10yearplan.pdf • Official NGS policy as of Jan 9, 2008 (updated in 2013) – Modernized agency – Attention to accuracy – Attention to time-changes – Improved products and services – Integration with other fed missions • 2022 Targets: – Replace NAD 83 and NAVD 88 – Cm-accuracy access to all coordinates – Customer-focused agency – Global scientific leadership GEODETIC DATUMS VERTICAL 1 D (Orthometric Height) (e.g. NGVD 29, NAVD 88, Tidal) HORIZONTAL 2 D (Latitude and Longitude) (e.g. NAD 27, NAD 83 (1986)) GEOMETRIC 3 D (Latitude, Longitude and Ellipsoid Height) Fixed and Stable - Coordinates seldom change (e.g. NAD 83 (1994), NAD 83 (2007)) also 4 D (Latitude, Longitude, Ellipsoid Height, Velocities) Coordinates change with time (e.g.
    [Show full text]
  • CADD Users Manual
    Caltrans English CADD Users Manual 3.3 North American Datum (NAD) 83 A. Description of NAD83 (Taken from the Caltrans Surveys Manual 4.1-2) The sea-level surface of the Earth is called the geoid and is defined as the surface that is perpendicular to the direction of gravity at all points. The geoid is not a mathematically definable geometric shape. It is irregular because the direction of gravity varies from point to point as the result of the irregular distribution of mass within the earth. Because of its irregular non-mathematical shape, the geoid cannot be used for calculations of the relative horizontal positions of points on the earth’s surface. So, a representative geometric surface that approximates the geoid is used to perform positional calculations. The reference surface used for the North American Datum of 1983 (NAD83) is an ellipsoid named the Geodetic Reference System of 1980 (GRS80). GRS80 is a worldwide best-fit model. It meets the needs of worldwide geodetic systems or the Global Positioning System (GPS). (GRS80 has replaced the Clarke’s Spheroid of 1866 which is a best-fitting model for North America, and which was the reference surface for NAD27.) NAD83 was established by first performing a least squares adjustment of all the observations used to establish the NAD27 network and then redefining the mathematical reference surface from Clarke’s Spheroid to the GRS80. NAD83 has geodetic coordinates that measure 70 to 100 m different from those of NAD27. There is no direct mathematical method to accurately transform coordinates from one system to the other.
    [Show full text]
  • Types of Coordinate Systems What Are Map Projections?
    What are map projections? Page 1 of 155 What are map projections? ArcGIS 10 Within ArcGIS, every dataset has a coordinate system, which is used to integrate it with other geographic data layers within a common coordinate framework such as a map. Coordinate systems enable you to integrate datasets within maps as well as to perform various integrated analytical operations such as overlaying data layers from disparate sources and coordinate systems. What is a coordinate system? Coordinate systems enable geographic datasets to use common locations for integration. A coordinate system is a reference system used to represent the locations of geographic features, imagery, and observations such as GPS locations within a common geographic framework. Each coordinate system is defined by: Its measurement framework which is either geographic (in which spherical coordinates are measured from the earth's center) or planimetric (in which the earth's coordinates are projected onto a two-dimensional planar surface). Unit of measurement (typically feet or meters for projected coordinate systems or decimal degrees for latitude–longitude). The definition of the map projection for projected coordinate systems. Other measurement system properties such as a spheroid of reference, a datum, and projection parameters like one or more standard parallels, a central meridian, and possible shifts in the x- and y-directions. Types of coordinate systems There are two common types of coordinate systems used in GIS: A global or spherical coordinate system such as latitude–longitude. These are often referred to file://C:\Documents and Settings\lisac\Local Settings\Temp\~hhB2DA.htm 10/4/2010 What are map projections? Page 2 of 155 as geographic coordinate systems.
    [Show full text]