Spectra-precision FAST Survey Reference Manual Manuel d'utilisateur télécharger pdf (Page 50)

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The angular adjustment applied to each traverse leg is also displayed, along with unadjusted angles and adjusted angles

for each traverse leg. The adjusted coordinates are written to the coordinate file replacing the unadjusted coordinate

values.

Transit, Compass, Crandall Adjustments

These methods apply the selected rule to the traverse lines when calculating the coordinates. After adjusting the traverse

points, the sideshots can also be recalculated. The closure error is calculated as the difference between the specified

ending point and a reference point. The ending point is specified in the initial dialog.

You can change the ending point to correspond to the point in the traverse that closes back to the existing reference

point. In the current example, point 26 is the final shot, and is closing to an existing point, 10.

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Spectra-precision FAST Survey Reference Manual Manuel d'utilisateur Page 50

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