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Vertical datums – Spectra Precision Survey Pro v4.6 Recon and Nomad User Manual User Manual

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User’s Manual – GPS Mode

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datum not programmed into the database, you can use the Projection

Key-In Wizard to create a custom Molodensky or similarity datum

transformation.

Vertical Datums

GPS satellites orbit the Earth’s center of mass, while objects on the

surface of the planet are affected by the force of the local gravity field.

Although it is possible to accurately model the orbits of satellites
about the Earth’s center of mass, modeling the local gravity field is

much more difficult because of the unequal distribution of masses
within the earth.
Everyone knows that water flows downhill from a higher elevation to

a lower one. However, water will not always flow from a higher
ellipsoid height to a lower one. Ellipsoid height is simply the altitude

above the reference surface, and may not match the slope of the local

gravity field. When surveying with GPS, you need to correct for the
local gravity field to convert measured ellipsoid heights (h) into

orthometric elevations (H). This is usually done with a geoid model.
Survey Pro can use several different geoid models to convert local
ellipsoid heights into elevations in a particular vertical datum. Most

geoid models are initially based on the global equipotential surface

used in the definition of the initial WGS84 datum. Below is a
description of some vertical geoid models and datums.

EGM96

The National Imagery and Mapping Agency publishes the global

geopotential model EGM96

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. This geopotential model was used to

generate the worldwide 15-minute geoid height grid data file,

WW15mGH.grd. This file contains geoid separation values at 15-

minute intervals for the entire globe and provides a good estimate of
geoid slope corrections.

NGVD29

The first continental height datum in the United States was the

National Geodetic Vertical Datum of 1929 (NGVD29). According to

the technology of the day, this datum was based on normal gravity,
that is, the gravity field at the instrument when it was leveled. Points

along the coast were chosen and their elevation above sea level was

determined from a network of tide gauges. Spirit level networks were

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