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Upcoming replacements for NAD83, NAVD88 and IGLD85 Dru Smith, NGS Richard Snay , NGS

Upcoming replacements for NAD83, NAVD88 and IGLD85 Dru Smith, NGS Richard Snay , NGS Thomas Landon, NGS. Outline. History of North American Datums Current Issues Canadian and USA perspectives Future. History of North American Datums. Horizontal Datums. NAD 27. NAD 83.

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Upcoming replacements for NAD83, NAVD88 and IGLD85 Dru Smith, NGS Richard Snay , NGS

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  1. Upcoming replacements for NAD83, NAVD88 and IGLD85 Dru Smith, NGS Richard Snay, NGS Thomas Landon, NGS

  2. Outline • History of North American Datums • Current Issues • Canadian and USA perspectives • Future

  3. History of North American Datums Horizontal Datums NAD 27 NAD 83

  4. History of North American Datums Vertical Datums NGVD 29 CGVD 28 NAVD 88 Puerto Rico : PRVD 02 American Virgin Islands: VIVD 09 Hawaii? Nothing official… Not North America, but U.S. territories: ASVD 02 NMVD 03 GUVD 04

  5. History of North American Datums Great Lakes Datums NGVD 29 CGVD 28 NAVD 88 Puerto Rico : PRVD 02 American Virgin Islands: VIVD 09 Hawaii? Nothing official… Not North America, but U.S. territories: ASVD 02 NMVD 03 GUVD 04

  6. Vertical Datum – History(Orthometric Heights) • 1807 – 1996 • Defined and Accessed – Leveling/Passive Marks • NAVD 88: 600,000+ Marks • NGS detects hundreds moved/destroyed every year • How many go undetected? • Post-Glacial-Rebound, Subsidence, Tectonics, Frost-Heave – lots of motion out there!

  7. Why this briefing? • NGS recently acquired a new airborne gravimeter • Intended to support GRAV-D • GRAV-D is an ambitious new plan for NGS to accomplish part of its mission • Up front costs • Long-term savings • A huge contribution to GEOSS • Part of the NGS, NOS and NOAA missions

  8. Q: What is GRAV-D?A: Gravity to determine heights accurately • The first, middle and last point of GRAV-D: Gravity and Heights are inseparably connected • Or (to borrow from a common bumper sticker): • No gravity, no height • Know gravity, know height

  9. Dominant Height Systems in use in the USA Requires Gravity • Orthometric • Colloquially, but incorrectly, called “height above mean sea level” • On most topographic maps • Is a >99% successful method to tell which way water will flow • Ellipsoid • Almost exclusively from GPS • Won’t tell water flow / floodplains • Dynamic • Directly proportional to potential energy : always tells which way water will flow • Dynamic heights are not lengths! • More on this later… Requires Gravity

  10. Heights • Most heights need to refer to some “reference surface” • The reference surface is part of the “vertical datum”

  11. Orthometric Height (H) • The distance along the plumb line from the geoid up to the point of interest Earth’s Surface H The Geoid (Shape and location determined by Earth’s gravity field)

  12. Ellipsoid Height (h) • The distance along the ellipsoidal normal from some ellipsoid up to the point of interest Earth’s Surface h Another Ellipsoid (Shape and location are mathematical abstractions) h An Ellipsoid (Shape and location are mathematical abstractions)

  13. Geoid Undulation (N) • The distance along the ellipsoidal normal from some ellipsoid up to the geoid h H ≈ h-N H The Geoid N A chosen Ellipsoid

  14. Vertical Datums in the USA • Ellipsoid heights: NAD 83 • Orthometric heights: NAVD 88

  15. Vertical Datum – History(Orthometric Heights) • 1807 – 1996 • Defined and Accessed – Leveling/Passive Marks • NAVD 88: 600,000+ Marks • NGS detects hundreds moved/destroyed every year • How many go undetected? • Post-Glacial-Rebound, Subsidence, Tectonics, Frost-Heave – lots of motion out there!

  16. Leveling to define and use NAVD 88 • Leveling • Measure geometric changes point to point • Correct for multiple physical effects • Attempts to yield differential geopotential (energy) levels • Convert from geopotential to dynamic height or orthometric height • Very time consuming and tedious

  17. Why isn’t NAVD 88 good enough anymore? • The GPS era brought fast, accurate ellipsoid heights – naturally this drove a desire for fast, accurate orthometric heights • Leveling the country can not be done again • Too costly in time and money • Leveling yields cross-country error build-up • Leveling requires leaving behind marks • Bulldozers and crustal motion do their worst • NAVD 88 H=0 level is known not to be the geoid • Biases , Tilts

  18. Orthometric Height (H) • The distance along the plumb line from the geoid up to the point of interest Earth’s Surface H (NAVD 88) H NAVD 88 reference level The Geoid Errors in NAVD 88 : ~50 cm ave, 100 cm CONUS tilt, 1-2 meters ave in Alaska NO tracking

  19. Fast, Accurate Orthometric Heights • GPS already gives fast accurate ellipsoid heights • If the geoid were determined to highest accuracy… • Voila… Fast, accurate orthometric heights • Anywhere in the nation • Time-changes to H determined through: • GPS on CORS (h changes) • Absolute gravity spot checks (N changes)

  20. Intermission… • To get fast, accurate, inexpensive orthometric heights, all pieces are in place except one: • A well known, and time-tracked geoid model • Thus “GRAV-D” • Gravity for the Re-definition of the American Vertical Datum • Get good gravity once (airborne gravity) • Track gravity on a broad scale over time (absolute gravity) • Replace NAVD 88 with a sustainable, accurate, inexpensive vertical datum • Up front cost is “high”, but pay off is sustainability at low-cost!

  21. Q: What is GRAV-D?A: A Plan (released Dec 2007) • Official NGS policy as of Nov 14, 2007 • $38.5M over 10 years • Airborne Gravity Snapshot • Absolute Gravity Tracking • Re-define the Vertical Datum of the USA by 2017

  22. Mission of NGS • To define, maintain and provide access to the National Spatial Reference System to meet our nation’s economic, social, and environmental needs And • To be a world leader in geospatial activities, including the development and promotion of standards, specifications, and guidelines.

  23. Missions and GRAV-D • NGS can neither fulfill their mission, nor contribute to the NOS and NOAA missions without modernizing the vertical datum component of the NSRS • Only GRAV-D offers a sustainable, accurate method for doing this

  24. GRAV-D • National Scale has 2 parts: • High Resolution Snapshot (Campaign I) • Low Resolution Movie (Campaign II) • Local/Regional Scale has 1 part: • High Resolution Movie (Campaign III)

  25. GRAV-D • National High Resolution Snapshot • Predominantly through airborne gravity • With Absolute Gravity for ties and checks • Relative Gravity for expanding local regions where airborne shows significant mismatch with existing terrestrial

  26. 20-100 km gravity gaps along coast Terrestrial gravity New Orleans Ship gravity

  27. GRAV-D: Campaign IPhase I, Part 1 - Testing • Test varieties of flight heights / speeds / spacings for optimal ratio of • $$ : g-accuracy

  28. GRAV-D: Campaign IPhase I, Part 2 - Testing • Test area for proof of concept to define vertical datum from GPS + gravimetric geoid • PR/VI cost would run ~$300k

  29. GRAV-D: Campaign IPhase II - Operations • In a carefully chosen order…

  30. GRAV-D: Campaign II“Monitor Gravity over time” • National Low Resolution “Movie” of gravity • Epochal (annual?) absolute gravity re-measurements at key areas • GRACE / GRACE-follow-on for more global signatures

  31. GRAV-D: Campaign IIMonitor Gravity (“Low Resolution Movie”) Measure gravity at each point, annually. Model gravity changes over time. Convert to geoid changes over time. Use with tracked GPS stations (CORS) to get orthometric height changes over time.

  32. GRAV-D: Campaign III(Local/Regional Surveys) • Regional High Resolution Movie • Certain regions may require repetitive surveys to model the diversity of mass changes occurring locally • Can not be done with NGS personnel as is • Survey Types: • Gravity (absolute + relative) • Co-located GPS+Leveling in space/time • Minimally constrained

  33. GRAV-D • Airborne • Critically needed as a one-time high resolution “snapshot” of gravity in the USA • As opposed to the thousands of surveys, with hundreds of instruments and operators over dozens of years • One time survey • Absolute • Cyclical for episodic checks in fixed locales • Co-incident with foundation CORS? • Two field meters plus one fixed SG • Relative • More frequently attached to “Height Mod” surveys

  34. GRAV-D Status • 2007 Feb 12: NGS Releases Draft of 10 year plan (first public reference to re-definition of vertical datum redefinition) • 2007 Apr 10-11: NGS Holds Gravity Seminar at Corbin • 2007 Oct 25: NGS Acquires Airborne Gravimeter • 2007 Nov 14: NGS Releases Final Version of the GRAV-D plan • 2007 Nov 15-17: NGS Trains Airborne Gravimeter Operators • 2008 Jan 9: NGS Finalizes 10 year plan (codifying re-definition of vertical datum through GRAV-D) • 2008 Jan 14-Feb 15: Initial Flights of Airborne Gravimeter in Gulf Coast Coming soon: • 2008 March: NGS seeking MOU’s with Federal, State and Academic partners to assist in funding and executing GRAV-D

  35. Should anyone lose sight of why NGS cares about knowing and maintaining accurate heights…

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