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When using the procedure <br />

SAS 3<br />

for the adjustment of hourly observations the result of the comparison show<br />

that the value of triple standard error was not surpassed by made observations.<br />

For point GMX2 the accuracy comparison was carried out only with consideration of coordinate difference.<br />

The coordinate difference was made between coordinates gained by hourly and daily observations. The<br />

coordinate difference defines an interval inside which the values of hourly observations can be expected<br />

respectively to daily observations. The accuracy comparisons made for points GMX3 and GMX4 have<br />

shown that hourly interval observations are by its precision comparable to those made in daily intervals.<br />

Also, the adjusted hourly coordinates are comparable to more accurate daily ones. An anomaly occurs at<br />

point GMX3, when the adjustment of hourly observations is made by procedure <br />

SAS 3<br />

where the<br />

correlations between triplets are taken into account. In this case the match with the classical theory of errors<br />

is not achieved only at value 1. The observations made at point GMX4 are the most accurate of all. The<br />

number of observations not following the classical theory of errors is minimal in this case. High accuracy of<br />

hourly observations is achieved respectively to daily observations regardless of the chosen adjustment<br />

procedure. Observations made at points GMX3 and GMX4 are from position of classical theory of errors<br />

accurate enough to suffice even the most accurate observations where the maximal error must not exceed<br />

twice the size of mean square error.<br />

REFERENCES<br />

[1] VULIĆ, Milivoj. Metoda nemanjših kvadratov. Ljubljana, Naravoslovnotehniška fakulteta, Oddelek<br />

za geotehnologijo in rudarstvo, 2007.<br />

[2] DURGUTOVIĆ, Anes. Izmera in določanje prostornin nepravilnih teles z uporabo metode »RTK-<br />

GPS«. Ljubljana, Naravoslovnotehniška fakulteta, Oddelek za geotehnologijo in rudarstvo, 2005.<br />

[3] ROŠER, J et al. Applicability of Continuous Real-Time Monitoring Systems in Safety Assurance of<br />

Significant Structures: Strojarstvo: Journal for theory and application in mechanical engineering,<br />

2010, Vol.52 No.4, str. 449 – 458.<br />

[4] STRANG, Gilbert, BORRE, Kai. Linear algebra, Geodesy and GPS. Wellesley: Wellesley -<br />

Cambridge Press, 1997<br />

[5] KOGOJ, D. : Teorija geodetskih meritev.<br />

http://gradbenik.files.wordpress.com/2010/01/05-teorija-geodetskih-meritev.pdf<br />

[6] PISO – prostorski informacijski sistem obĉin. http://www.geoprostor.net/PisoPortal/vstopi.aspx<br />

[7] LIKAR, Jakob, DERVARIĈ, Evgen, MEDVED, Milan, MAYER, Janez, VIŢINTIN, Goran.<br />

Monitoring and analyses of seismic events at the Velenje coal mine = Monitoring in analiza tresenja<br />

tal v Premogovniku Velenje. *Acta geotech. Slov.*, 2008, vol. 5, [No.] 2, str. 20-28. [COBISS.SI-ID<br />

868703]<br />

318

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