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VERTICAL DATUMS. APRIL 08, 2008 By Ronnie L. Taylor Chief, Geodetic Advisor Branch NOAA, National Geodetic Survey. VERTICAL DATUMS. Local/Regional Assumed City, County International Great Lakes Datum 1955 (IGLD55) International Great Lakes Datum 1985 (IGLD85) National

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vertical datums

VERTICAL DATUMS

APRIL 08, 2008

By

Ronnie L. Taylor

Chief, Geodetic Advisor Branch

NOAA, National Geodetic Survey

vertical datums1
VERTICAL DATUMS
  • Local/Regional
    • Assumed
    • City, County
    • International Great Lakes Datum 1955 (IGLD55)
    • International Great Lakes Datum 1985 (IGLD85)
  • National
    • Sea Level Datum 1929 (SLD29)
    • National Geodetic Vertical Datum of 1929 (NGVD29) (As of July 2, 1973)
    • North American Vertical Datum of 1988 (NAVD88) (As of June 24, 1993)
    • Tidal Datums
vertical datums2
VERTICAL DATUMS

What types of heights are there?

• Orthometric heights

• Ellipsoid heights

• Geoid heights

national spatial reference system nsrs
NATIONAL SPATIAL REFERENCE SYSTEM(NSRS)
  • The National Spatial Reference System (NSRS) is the name given to all geodetic control contained in the National Geodetic Survey (NGS) Data Base. This includes: A, B, First, Second and Third-Order horizontal and vertical control, Geoid models such as GEOID 99, precise GPS orbits and Continuously Operating Reference Stations (CORS), observed by NGS as well as data submitted by other Federal, State, and local agencies, academic institutions and the private sector
national spatial reference system nsrs1
NATIONAL SPATIAL REFERENCE SYSTEM(NSRS)
  • ACCURATE-- CM accuracy on a global scale
  • MULTIPURPOSE-- Supports Geodesy, Geophysics, Land Surveying, Navigation, Mapping, Charting and GIS activities and derived products
  • ACTIVE-- Accessible through Continuously Operating Reference Stations (CORS)
  • INTEGRATED-- Related to International services and standards (e.g. International Earth Rotation and Reference System Service, International GPS Service etc.)
what is a geodetic datum
WHAT IS A GEODETIC DATUM?
  • Geodetic Datum
    • “A set of constants specifying the coordinate system used for geodetic control, i.e., for calculating coordinates of points on the Earth”*
    • “[above] together with the coordinate system and the set of all points and lines whose coordinates, lengths, and directions have been determined by measurement or calculation.”*

*Definitions from the Geodetic Glossary, September 1986

Characterized by:

A set of physical monuments and

Published coordinates (horizontal and/or vertical) on the monuments

geodetic datums
GEODETIC DATUMS
  • Classical
    • Horizontal – 2 D (Latitude and Longitude, e.g. NAD 27, NAD 83(1986))
    • Vertical – 1 D (Orthometric Height, e.g. NAVD 88)

Contemporary

Practical – 3 D (Latitude, Longitude and Ellipsoid Height) Fixed and Stable – Coordinates seldom change, e.g. NAD 83 (1991)

Scientific

4 D (Latitude, Longitude, Ellipsoid Height, Velocities) – Coordinates change with time, e.g. ITRF00

vertical control datums
VERTICAL CONTROL DATUMS
  • A set of fundamental elevations to which other elevations are referred.
  • Datum Types
  • Assumed – As the name implies
  • Geodetic – Either directly or loosely based on Mean Sea Level at one or more points at some epoch
  • (NGVD 29, NAVD 88, IGLD85 etc.)
  • Tidal – Defined by observation of tidal variations over some period of time
  • (MSL, MLLW, MLW, MHW, MHHW etc.)
vertical datums of the united states
VERTICAL DATUMS OF THE UNITED STATES

First General Adjustment - 1899

Second General Adjustment - 1903

Third General Adjustment - 1907

Fourth General Adjustment - 1912

Mean Sea Level 1929

National Geodetic Vertical Datum of 1929 (NGVD 29)

North American Vertical Datum of 1988 (NAVD 88)

metadata data about data
METADATAData About Data
  • DATUMS
    • NAD 27, NAD 83(1986), NAD83 (199X), NGVD29, NAVD88, MLLW, MSL, MHW etc.
  • UNITS
    • Meters, U.S. Survey Feet, International Feet, Chains, Rods, Poles, Links, Varas (CA or TX), Smokes, Smoots.
    • ACCURACY
  • A, B, 1st, 2nd, 3rd, 3cm, Scaled etc.
slide11

METADATA??

Horizontal & Vertical Datums??

Plane Coordinate System ??

Units of Measure ??

How Accurate ??

slide12

How Accurate

B-Order, 1st-Order, 2cm, 0.01 ft??

Horizontal and Vertical Datums ??

Units of Measure ??

Plane Coordinate Zone ??

METADATA??

ngvd 29 versus navd 88
NGVD 29 Versus NAVD 88
  • Datum Considerations:NGVD 29NAVD 88
  • Defining Height(s) 26 Local MSL 1 Local MSL
  • Tidal Epoch Various 1960-78
          • (18.6 years)
  • Treatment of Leveling Data:
  • Gravity Correction Ortho Correction Geopotential Nos.
  • (normal gravity) (observed gravity)
  • Other Corrections Level, Rod, Temp. Level, Rod, Astro,
  • Temp, Magnetic,
  • and Refraction
ngvd 29 versus navd 88 continued
NGVD 29 Versus NAVD 88 (continued)
  • Adjustments Considerations:NGVD 29NAVD 88
  • Method Least-squares Least-squares
  • Technique Condition Eq. Observation Eq.
  • Units of Measure Meters Geopotential Units
  • Observation Type Links Between Height Differences
          • Junction Points Between Adjacent BMs
ngvd 29 versus navd 88 continued1
NGVD 29 Versus NAVD 88 (continued)
  • Adjustments Statistics :NGVD 29NAVD 88
  • No. of Bench Marks 100,000 (est) 450,000 (US only)
  • Km of Leveling Data 75,159 (US) 1,001,500
  • 31,565 (Canada)
  • Published Information:
  • Orthometric Height Type Normal Helmert
  • Orthometric Height Units Meters Meters
  • Gravity Value Normal “Actual”
present network for navd 88
PRESENT NETWORK FOR NAVD 88
  • ORIGINAL LEVELING 700,000 KM
  • REPEAT LEVELING 200,000 KM
  • NEW BNA LEVELING 81,500 KM
  • NEW OUTSIDE LEVELING 20,000 KM
  • TOTAL FOR NAVD 88 1,001,500 KM
          • (620,000 MILES)
national geodetic vertical datum 1929 ngvd 29
National Geodetic Vertical Datum 1929(NGVD 29)
  • Defined by heights of 26 tidal stations in U.S. and Canada
  • Tide gages were connected to the network by leveling from tide gage staffs to bench marks
  • Water-level transfers used to connect leveling across Great Lakes
  • Normal Orthometric Heights:
    • H* = C / 
    • C = model (“normal”) geopotential number
    •  = from normal gravity formula
  • H* = 0 level is NOT a level surface
north american vertical datum 88
NORTH AMERICAN VERTICAL DATUM 88
  • WHAT IS A VERTICAL CONTROL NETWORK?
  • An Interconnected System of Bench Marks
  • Each Bench Mark Is Assigned A height Referenced To A Common Surface
vertcon vertical datum transformations
VERTCON - Vertical Datum Transformations

Published = 4.896 m

Difference = 0.000 m / 0.00 ft

height systems datums
HEIGHT SYSTEMS DATUMS
  • INTERNATIONAL Great Lakes Datum (IGLD) 1985
    • Same as NAVD 88, except published in Dynamic Heights
    • Dynamic Heights
      • Hdym = C/Go; Go = 980.6199 gals
      • (Normal gravity at 45 degrees latitude as defined in 1985)
north america vertical datum 88
NORTH AMERICA VERTICALDATUM 88
  • WHY DO WE NEED A VERTICAL CONTROL NETWORK?
  • Reduces The Amount Of Future Leveling Required
  • Enables Surveyors To Check Their New Leveling
  • Provides Backups For Destroyed Or Disturbed Bench Marks
  • Assists In Monitoring Changes In Local Areas
  • Provides A Common Framework
vertical datums4

Vertical Datums

Vertical Datums
  • MSL elevation is roughly equivalent to orthometric height (H), the technical name for height above the geoid.
  • Geoid height (N) is the separation between the geoid and the ellipsoid. It can be plus or minus.
  • Ellipsoid height (h) is the distance above or below the ellipsoid (plus or minus). Ellipsoid height is also called geodetic height.
ellipsoid geoid and orthometric heights

h

N

GEOID 03

Ellipsoid

GRS80

Geoid

Ellipsoid, Geoid, and Orthometric Heights

H = Orthometric Height(NAVD 88)

h = Ellipsoidal Height (NAD 83)

H = h - N

N = Geoid Height (GEOID 03)

H

TOPOGRAPHIC SURFACE

what is the geoid
What is the GEOID?
  • “The equipotential surface of the Earth’s gravity field which best fits, in the least squares sense, mean sea level.”*
  • Can’t see the surface or measure it directly.
  • Modeled from gravity data.

*Definition from the Geodetic Glossary, September 1986

slide34

High density rocks

Low density rocks

Level Surfaces and Orthometric Heights

Earth’s

Surface

WP

Level Surfaces

P

Plumb

Line

Mean

Sea

Level

“Geoid”

WO

PO

Level Surface = Equipotential Surface (W)

Ocean

Geopotential Number (CP) = WP -WO

H (Orthometric Height) = Distance along plumb line (PO to P)

slide35

Orthometric Heights

  • Using Optical or Digital/Bar Code Leveling

B

Topography

A

C

  • Adjusted to Vertical Datum using existing control
  • Achieve 3-10 mm relative accuracy
slide36

NATIONAL TIDAL DATUM EPOCH

  • A specific 19 year period that includes the longest periodic tidal variations caused by the astronomic tide-producing forces.
  • Averages out long term seasonal meteorological, hydrologic, and oceanographic fluctuations.
  • Provides a nationally consistent tidal datum network (bench marks) by accounting for seasonal and apparent environmental trends in sea level that affects the accuracy of tidal datums.
  • The NWLON provides the data required to maintain the epoch and make primary and secondary determinations of tidal datums.
slide39

Falling1-3mm

Rising 1-3mm

Rising 1-3mm

Rising 3-5mm

Falling 5+mm

Rising 1-3mm

Rising 5-10mm

slide40

GENERALIZED ACCURACY OF TIDAL DATUMS

FOR SHORT SERIES (BASED ON ONE STD DEV)

Series East Gulf West

Length Coast Coast Coast

# Mo FT FT FT

1 0.13 0.18 0.13

3 0.10 0.15 0.11

6 0.07 0.12 0.08

12 0.05 0.09 0.06

slide41

NAVD 88 minus

LMSL (1960-1978)

(units = cm)

slide44

MHHW = 10.27 feet (3.130 meters)

MHW = 9.83 feet (2.996 meters)

Boston Harbor, Massachusetts

NAVD88 = 5.51 feet (1.679 meters)

Feet

MTL = 5.08 feet (1.548 meters)

NGVD29 = 4.70 feet (1.433 meters)

MLW = 0.34 feet (0.104 meters)

MLLW = 0.00 feet (0.000 meters)

slide47

Importance of Shoreline

AL, AK, CA, CT, FL, GA, LA, MD, MS, NJ, NY, NC, OR, RI, SC, WA

Territorial Seas

Privately Owned

Uplands

State Owned

Tidelands

Contiguous Zone

Exclusive Economic Zone

State Submerged Lands

Federal Submerged Lands

3 n. mi.

High Seas

12 n. mi.

MHHW

200 n. mi.

MHW

MLLW

Chart Datum

Privately

Owned

State

Owned

Privately

Owned

State

Owned

TX

DE, MA, ME, NH, PA, VA

slide48

WGS 84, NAD 83 (86)

NAVD 88, NGVD 29

MHHW,MHW, MTL, DTL, MLW, MLLW

Tidal Datums

Vertical Datum Relationships

3-D Datums

Orthometric Datums

national spatial reference system nsrs2

National Spatial Reference System(NSRS)

Consistent National Coordinate System

Latitude

Longitude

Height

Scale

Gravity

Orientation

and how these values change with time.

before you build

D E F I N I T I O N

. . . inspect your foundation.

Before you build . . .
slide52

Questions?

Ronnie L. Taylor

Chief, Geodetic Advisor Branch

301-713-1054

Ronnie.Taylor@noaa.gov