- •Introduction
- •Chapter 1 History of Geodesy
- •Chapter II Figure of the Earth Part 1
- •Figure of the Earth Part 2
- •Ellipsoid of Revolution
- •Chapter III Geodetic Surveying Techniques
- •Horizontal Positioning
- •Triangulation
- •Text 10
- •Orders of Triangulation
- •Text 11
- •Trilateration
- •Text 12
- •Traverse
- •Text 13
- •Celestial Techniques
- •Text 14
- •Vertical Positioning
- •Text 15
- •Chapter IV Geodetic Systems
- •Text 16
- •Orientation of Ellipsoid to Geoid
- •Text 17
- •Text 18
- •Text 19
- •Text 20
- •Text 21
- •Text 22
- •Text 23
- •Text 24
- •Text 25
- •Text 26
- •Chapter V Physical Geodesy
- •Text 27
- •Text 28
- •Text 29
- •Text 30
- •Text 31
- •Text 32
- •Text 33
- •Text 34
- •Text 35
- •Text 36
- •Chapter VI Satellite Geodesy
- •Text 37
- •Text 38
- •Text 39
- •Text 40
- •Text 41
- •Text 42
- •Chapter VII Other Developments in Geodesy
- •Text 43
- •Text 44
- •Text 45
- •Text 46
- •Text 47
- •Text 48
- •Text 49
- •Chapter VIII The World Geodetic System
- •Text 50
- •Text 51
- •Text 52
Text 17
Выражения:
a number of |
|
множество |
by use of |
|
при помощи |
in effect |
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в сущности, на самом деле |
reduce to a minimum |
|
свести к минимуму |
be resolved into |
|
сводиться к |
be equal to |
|
равняться |
result from |
|
вытекать из |
Astronomical-Geodetic Orientation
The deflections of the vertical at a number of Laplace stations can be used for a second type of datum orientation known as the astro-geodetic orientation. A Laplace station is defined as a triangulation or traverse station at which a geodetic (Laplace) azimuth is derived from an astronomic azimuth by use of the Laplace equation. The Laplace equation expresses the relationship between astronomic azimuth, geodetic azimuth and the astronomic longitude and geodetic longitude. Although it is not in the definition, the astronomic latitude is normally observed at each Laplace station. In an orientation of this type, a correction is made at the origin (initial point) which in effect reduces the sum of the squares of the astro-geodetic deflections at all the Laplace stations to a minimum (Figure 16). One of the Laplace stations in the adjustment is arbitrarily selected as the origin.
The deflection of the vertical – the angle between the plumb line and the normal to the ellipsoid – is usually resolved into a north – south component which is equal to the difference between astronomic and geodetic latitude; and an east – west component proportional to the difference between astronomical and geodetic longitude. (Figure 16 shows only the north – south component.) The Laplace equation provides a means of reconciling the azimuth differences resulting from the use of two separate reference surfaces. Laplace equations are introduced into triangulation adjustments to control the azimuth and orient the ellipsoid. Therefore instead of a zero deflection at the origin as with a single astronomic position, there is a deflection of the vertical. Similarly, the geoid separation can be determined at the origin and the ellipsoid re-oriented so that a best average fit is provided for the ellipsoid and the geoid in the area of the Laplace stations used. Consequently, astro-geodetically oriented datums are applicable over larger areas than those oriented by a single astronomic position.
The astronomical-geodetic orientation has the disadvantage that the deflections of the vertical remain relative. If the ellipsoid is changed, the deflections of the vertical will also change. Secondly, it is necessary to assume a specific orientation of the reference ellipsoid with respect to the geoid before computing the astro-geodetic deflections (Figure 17). The orientation is fixed by the initial values of the datum origin from which the geodetic coordinates were computed. Any change in these initial quantities will change the deflection of the vertical at each point. Consequently, the astro-geodetic deflection of the vertical depends upon a specific geodetic datum and the use of geodetic data developed by this method is limited to relatively small areas.