© Brooke
Clarke,
N6GCE, 2003 - 2022

For maybe a couple of hundred years prior to the mid 1980s surveyors used the method of Stadia (Wiki) to determine distances. Stadia accuracy was not as good as using a tape measure (or chain (Wiki)) but for many uses, like making a topographic map, was the standard distance measurement method Starting in the mid 1980s Electronic Distance Measuring (EDM) replaced stadia and tapes because it was both much faster and much more accurate. EDM has been replaced be the Total Station. A Total Station (Wiki) combines EDM and a

Theodolite (Wiki) that has digital reading of the scales and can output digital data with the horizontal and vertical angles as well as the distance to the target. A Partial Total Station does not have the digital outputs. The accuracy that can be obtained from a single sight is about 1/300 in distance and about 0.06 feet in elevation per hundred feet of length. For a traverse the closure will be about 0.8 feet * SQRT(miles).

The telescope used for Stadia has three horizontal hairs. One that is the normal leveling hair and is centered. Above and below the leveling hair are the two Stadia hairs separated by a total angle of TAN^{-1}(1/100) = 0.572939 degrees = 0.01 radians. This way when the rod is 100 feet away there will be a separation of 1 foot on the rod. In the metric system if the rod (Wiki) is 100 meters away the rod separation will be 1 meter.

Figure 13-2 Surveying, by Harry Bouchard, Int. Textbook Co., 1959, Fourth Ed, Lib of Congress # 59-9585

Older external focus instruments, like the Leitz115Atransit, use the formula D = 100 * AB + 1'

where D is the number of feet from the instrument center to the rod with AB being the rod separation in feet and for a level shot.

Modern internal focus instruments, like the K&E 76 0000 Alidade, use the formula D = 100 * AB.

This is explained in the K&E publicationCare and adjustment of K&E Surveying Instruments.

In this case the Horizontal distance (Ft.) is 100 * (A-B) +1

Where 100 is the Stadia constant and 1' is the instrument constant C (may be zero on modern instruments), the separation A minus B is in feet

The correction to correct the top and bottom readings (A-B) for the Vertical angle (a) is:The K&E Alidade has the trig functions built in for horizontal and vertical distances.

Corrected separation = COS(a) *(A-B) [ = (A' - B')]Then (S) the Slope Distance = 100 * COS(a) * (A - B) +1

(H) the Horizontal Distance = COS(a) * [ 100 * COS(a) * (A - B) + 1] 500.27' = COS(13.7) * [ 100 * COS(13.7) * (5.3') + 1](

V) Vertical Distance = SIN(a) * [ 100 * COS(a) * (A - B) + 1] 121.19' = SIN(13.7) * [100 * COS(13.7) * (5.3') + 1 ]

- Tables - look up Horizontal and Vertical distances for a 1 foot separation and use slide rule to change to the actual separation
- Stadia circle or arc - either a metal scale on older instruments and a glass scale in newer instruments like the K&E 76 0000 series. Reads out the horizontal and vertical factors directly
- Modern scientific calculator or spread sheet to solve
equations directly:

D = 100 * AB

D = 100 * S * COS(a)

H = D * COS(a) = S * (100 * COS^{2}(a))

V = D * SIN(a) = S * (100 * SIN(a) * COS(a)

For older instruments you need to start with D = (100 * AB) +1 in the above equations.

Added Nov 2022.

Thinking of adding a test range. Possible features:

1. Permanent test target, similar to a stadia rod with both vertical and horizontal fiducial marks.

2. One or two observation stations with permanent markers on the ground. Maybe 50, 100 and/or 150 feet. Even longer if one of the observation points is down the street from my property.

3. It would be nice if the line of observation was North-South or at a known round number true compass bearing.

4. It would be nice of one of the locations was a Lat - Lon ending with .00000 arc seconds.

Distance

Ft

1 mil

(D/1000)

min of angle

41' 8"

0.5

3.4

50'

0.6"

3.4

83' 4"

1.0"

3.4

537' 2"

1/16"

2

100'

1/32"

.0089

(5.4 arc sec)

100'

1/16"

0.179

(10.7 arc sec)

Range Finders - Stadimeter

Stadia Principles - although I have not checked I think the equations and mine are the same

Stadia System - uses the expression "fixed hair tacheometer" which can be applied to any instrument that has the stadia cross hairs. Includes procedure to determine stadia constants for an instrument where they are not known.

Plane Surveying - Stadia - a 14 page pdf chapter on the use of stadia for measuring distance and it's applications

Foresight -CDS Tutorial 2 - getting stadia shots into the program and getting the program do make a topo plot

http://www.wild-heerbrugg.com/History.htm

Stadiametric rangefinding (Wiki) uses the method of stadia in a slightly different manner.

Stadimeter (Wiki) -

406829 Range Finder, Bradley Allen Fiske, Jul 9, 1889, cooperative Classification G01C1/00 - dual electrical potentiometers

483999 Range and Position Finder, Bradley Allen Fiske, Oct 11, 1892, G01B2210/283 - dual electrical potentiometers

523721 Method and Apparatus for Range Finding, Bradley Allen Fiske, Jul 31, 1894, G01C3/22 - all optical

864237 Range Finder, Bradley Allen Fiske, Aug 27, 1907, G01C3/10 - all optical

1943 Stadimeter -

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