6781097325

6781097325



40


A. Doskocz, W. Dąbrowski

3.1. Determination of the Accuracy of Maps

Produced by Means of Direct Measurements

Digital data gathered in object A and object B are most often classified jointly as data obtained from direct measurements. It should be noted, however, that as regards direct measurements, the process of entering topographic details into the database of a digital map comprises two stages: measurement and the following after it analytical and computational processing of the measurement whose results are entered into the database. In view of the differences in completing the above stages in objects A and B (i.e. the transfer of the physical location of topographic details to be entered in the database of a digital maps with the use of co--ordinates), the accuracy of digital map data was estimated with the use of sepa-rate mathematical formulae.

Estimation of the Accuracy of the Object A

Measurements performed with an electronic tachymeter (upon the observance of fundamental measurement principles) produce uniform and highly accurate ob-servation materiał, and when fully automated, the stage of analytical and computational processing (in the total station) takes place practically without the operator^ direct involvement. In the technology of producing a digital map database from topographic data acquired by total station surveys, measurements are performed with control elements recommended by Instruction G-4. Therefore a some number (481 points) of topographic details of lst accuracy group were surveyed twice. The estimation of the accuracy of the object A relied on the assumption that the differences (AX, AY) in the co-ordinates of twice obtained control points repre-sent their true errors. According to the theory of measurements in pairs, a formula was then indicated to calculate the error of position of a point entered in the database of a map produced from direct measurements with an electronic tachymeter


a)

where:

rrip - error of position of a point in a digital map produced by means of surveys with an electronic tachymeter,

AL = -\/AX2 +AY2 - length of vector of shift of control point,

N - number of control points.

In the research disposed of a set of 481 control points which included majority of observed details in lst accuracy group. After a preliminary analysis, three



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