When land surveyors talk about Control, there are at least 3 meanings of the term "Control" that they may be referring to.
CONTROL- (LAND SURVEY)- A series of points coordinated and correlated together that serve as a common framework for all points on a survey site. Control is sometimes both horizontal and vertical.
Land surveyorsĀ measure horizontal positions in geographic or plane coordinate systems relative to previously surveyed positions calledĀ control points. In the U.S., the National Geodetic Survey (NGS) maintains aĀ National Spatial Reference System (NSRS)Ā that consists of approximately 300,000 horizontal and 600,000 vertical control stations (Doyle,1994). Coordinates associated with horizontal control points are referenced to NAD 83; elevations are relative to NAVD 88. In a Chapter 2 activity, you may have retrieved one of the datasheets that NGS maintains for every NSRS control point, along with more than a million other points submitted by professional surveyors.
CONTROL LINES ā (PLSS)- The primary control of the public land surveys of the United States consists of base lines, standard parallels (correction lines), principal meridians and guide meridians. Among field surveyors a control line is a survey line that can be used to establish horizontal and or vertical coordinates.
GEODETIC CONTROLā (LAND SURVEY)- A system of monumented stations having known, precise positions established by geodetic methods. Geodetic control provides a common reference system for establishing the coordinate positions of all geographic data. It provides the means for tying all geographic features to common, nationally used horizontal and vertical coordinate systems.
In 1988, NGS establishedĀ four orders of control point accuracy, which are outlined in the table below. The minimum accuracy for each order is expressed in relation to the horizontal distance separating two control points of the same order. For example, if you start at a control point of order AA and measure a 500 km distance, the length of the line should be accurate to within 3 mm base error, plus or minus 5 mm line length error (500,000,000 mm Ć 0.01 parts per million).
| Order | Survey activities | Maximum base error (95% confidence limit) | Maximum Line-length dependent error (95% confidence limit) |
|---|---|---|---|
| AA | Global-regional dynamics; deformation measurements | 3 mm | 1:100,000,000 (0.01 ppm) |
| A | NSRS primary networks | 5 mm | 1:10,000,000 (0.1 ppm) |
| B | NSRS secondary networks; high-precision engineering surveys | 8 mm | 1:1,000,000 (1 ppm) |
| C | NSRS terrestrial; dependent control surveys for mapping, land information, property, and engineering requirements | 1st: 1.0 cm 2nd-I: 2.0 cm 2nd-II: 3.0 cm 3rd: 5.0 cm | 1st: 1:100,000 2nd-I: 1:50,000 2nd-II: 1:20,000 3rd: 1:10,000 |
Doyle (1994) points out that horizontal and vertical reference systems coincide by less than ten percent. This is because
....horizontal stations were often located on high mountains or hilltops to decrease the need to construct observation towers usually required to provide line-of-sight for triangulation, traverse and trilateration measurements. Vertical control points however, were established by the technique of spirit leveling which is more suited to being conducted along gradual slopes such as roads and railways that seldom scale mountain tops. (Doyle, 2002, p. 1)
You might wonder how a control network gets started. If positions are measured relative to other positions, what is the first position measured relative to? The answer is: the stars. Before reliable timepieces were available, astronomers were able to determine longitude only by careful observation of recurring celestial events, such as eclipses of the moons of Jupiter. Nowadays, geodesists produce extremely precise positional data by analyzing radio waves emitted by distant stars. Once a control network is established, however,Ā surveyors produce positions using instruments that measure angles and distances between locations on the Earth's surface. (Source)
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