STAR*NET V6 - Circe
STAR*NET V6 - Circe
STAR*NET V6 - Circe
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Chapter 5 Preparing Input Data<br />
When you add the optional “ANGLECALC” keyword to the “MAPMODE” inline<br />
option, the program subtracts the back bearing and fore bearing at each traverse station to<br />
calculate a “neutral” turned angle. This allows you to easily combine data from two or<br />
more maps having different bases of bearing! The created angles will be used in the<br />
adjustment, not the incompatible bearings.<br />
When beginning a traverse, set the initial back bearing by entering a bearing or azimuth,<br />
plus the backsight station name on the “TB” line.<br />
The “MAPMODE” examples below illustrate data for open and closed traverses using<br />
the optional “ANGLECALC” extension. As illustrated in the second example, closed<br />
traverses are a special case. When a traverse closes on itself, the initial back bearing and<br />
backsight station name may be omitted. The back bearing and backsight station name<br />
will be automatically taken from the last “T” line data.<br />
.MAP ON ANG<br />
TB N10-00-00E 125 #Backsight station 125<br />
T 101 N60-22-33E 543.21 #Angle of 50-22-33 is created<br />
T 102 N73-30-55E 650.00 #Angle of 193-08-22 is created<br />
T 103 N00-00-00E 533.25 #Angle of 73-30-55 is created<br />
TE 104<br />
TB #For closed traverses, the initial<br />
T 501 N00-00-00E 100.00 #back bearing and station name may<br />
T 502 N90-00-00E 200.00 #be omitted. The initial backsight<br />
T 503 S00-00-00E 100.00 #in this example is assumed to be<br />
T 504 N90-00-00W 200.00 #to station 504.<br />
TE 501<br />
.MAP OFF<br />
In the open traverse above, if a bearing and station name are placed on the “TE” line as<br />
illustrated below, the program will create a “closing” angle to the specified station, and<br />
that angle will be included in the adjustment.<br />
T 103 N00-00-00E 533.25<br />
TE 104 N20-00-00W 105 #closing angle of 70 deg to 105 is created<br />
Caution! If you are using this option along with the “.Measured Bearing” mode so that<br />
bearings are interpreted as geodetic rather than grid, geodetic angles will be created just<br />
as you would expect. But beware that there is no consideration for change in<br />
convergence along the traverse line! This is only a data preparation tool which creates<br />
angles while reading input data. The program simply subtracts the adjacent bearings to<br />
get an angle, much like you would do by hand.<br />
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