Question: In stakeout the elevation difference to a design elevation ( a ) requires the prism pole's height of target to be adjusted until the correct
In stakeout the elevation difference to a design elevation
a requires the prism pole's height of target to be adjusted until the correct zenith angle is realized
b is always performed by differential leveling
c is written on a stake and labelled as up or down
d cannot be performed by RTK GPS due to errors in the geoid model
If you are surveying near the coast in Maine
a you can assume a combined factor of
b your ellipsoid heights will be more positive than your elevations
c you need not worry about geoid separation as you are near sea level
d the ellipsoid surface is approximately meters above the ground
The CORS network
a has eliminated the need for proper PDOP when using GPS
b provides base station coverage in Maine for RTK GPS
c provides internet downloadable raw GPS data to all surveyors
d provides the ellipsoid to elevation conversion required in GPS
The convergence angle
a converts a ground horizontal angle to its grid value
b is used to convert a solar observation to a geodetic azimuth
c is zero if one is on the central meridian of a state plane zone
d converts a grid azimuth to its magnetic equivalent
Low Distortion State plane type coordinate projections
a were developed to ensure RTK GPS would solve for plane coordinates
b is designed to deliver ground distances using simple Pythagorean theorem
c converts ellipsoid heights to elevation
d solves the problem of two state planes zones overlapping
One of the items normally changed in state plane NAD vs state plane NAD was
a scale factor
b false easting
c latitude origin
d central meridian
RTK GPS localization in the field
a divides all state plane coordinates by a combined factor
b is solved by using CORS stations in a solution
c requires published ellipsoid heights
d provides a D coordinate transformation into an arbitrary coordinate system
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