name :ahmed wazer Nov 2012
category: the relation between any differnt geodetic datums
- What
is a geodetic datum?
The Geodetic
Glossary (National Geodetic Survey, National Ocean
Service, National Oceanic and Atmospheric Administration, Rockville,
MD, September 1986) pp. 54, defines geodetic datum as:
- "A set of constants specifying the coordinate system used for geodetic control, i.e., for calculating the coordinates of points on the Earth."
- "The datum, as defined in (1), 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."
- What are
NAD 27 and NAD 83?
The North American Datum of 1927 (NAD 27) is "The horizontal
control datum for the United States that (was) defined by
(a) location and azimuth on the Clarke spheroid of 1866, with origin at
(the survey station) Meades Ranch." ... The geoidal height at Meades
Ranch (was) assumed to be zero. "Geodetic positions on the North
American Datum of 1927 were derived from the (coordinates of and an
azimuth at Meades Ranch) through a readjustment of the triangulation of
the entire network in which Laplace azimuths were introduced, and the
Bowie method was used." (Geodetic
Glossary, pp. 57)
The North American Datum of 1983 (NAD 83) is "The horizontal control datum for the United States, Canada, Mexico, and Central America, based on a geocentric origin and the Geodetic Reference System 1980.
"This datum, designated as NAD 83, is the new geodetic reference system. ... NAD 83 is based on the adjustment of 250,000 points including 600 satellite Doppler stations which constrain the system to a geocentric origin." (Geodetic Glossary, pp 57)
- Why did
NGS change from NAD 27 to NAD 83?
NAD 83 was computed by the geodetic agencies of Canada
(Federal and Provincial) and the National Geodetic Survey for several
reasons. The horizontal control networks had expanded piecemeal since
1933 to cover much more of the countries and it was very difficult to
add new surveys to the network without altering large areas of the
previous network. Field observations had added thousands of accurate
Electronic Distance Measuring Instrument (EDMI) base lines, hundreds of
additional points with astronomic coordinates and azimuths, and
hundreds of Doppler satellite determined positions. It was also
recognized that the Clarke Ellipsoid of 1866 no longer served the needs
of a modern geodetic network. For an in-depth explanation see NOAA
Professional Paper NOS 2 "The North American Datum of 1983", Charles R.
Schwarz, Editor, National Geodetic Survey, Rockville, MD 20852,
December 1989.
- What
is the relationship between the geodetic vertical datums (NGVD 29
and/or NAVD 88) and the various water level/tidal datums?
NGS develops and maintains the current national geodetic
vertical datum, NAVD 88. In addition, NGS provides the relationships
between past and current geodetic vertical datums, e.g., NGVD 29 and
NAVD 88. However, another part of our parent organization, NOS
(National Ocean Service), is the Center for Operational Oceanographic
Products and Services (CO-OPS). CO-OPS publishes tidal bench mark
information and the relationship between NAVD 88 and various water
level/tidal datums (e.g., Mean Lower Low Water, Mean High Water, Mean
Tide Level, etc.). The relationships to NGVD 29 are not published, but
may be calculated independently from specified tidal bench mark sheet
links to the NGS data base. Tidal bench mark information, water
level/tidal datums, and their relationship to geodetic vertical datums
are available at the CO-OPS web site:
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