Observations were taken on approximately fifty days over a two-and-a-half month period, with roughly 60% of the observa tions having been taken at University Pillar. Over nine hundred "reversal points" and "transits" were observed, the tracking and the transit methods each providing roughly twenty-five deter minations of gyro-indicated north. The "breakdown of observations and determinations is shown in Table I below. Table II shows the comparison of the gyro-indicated norths' differences obtained at the ends of the test line with meridian convergence. 24 In the foregoing Table II, each of the sixteen determinations of GIN at University Pillar has been compared with each of the eleven determinations of GIN at Waterval, by the tracking method, and the average and highest positive and negative discrepancies re corded. Identical comparisons are also recorded for the determi nations of y by the transit method. No special considerations have been given to weighting of individual gyro-indicated north deter minations, in the comparisons with y, as precision does not appear to be solely a function of the number of observations taken. There does, however, appear to be some relationship between the number of times the secondary harmonic (SHAR) effect is successfully captured and relative precision, even although the set of obser- 278 Table I Breakdown of Observations Method Total No. No. of T.P.'s No. of Independent Observation Sets Total of Obs. Transits For Back Tracking 679 8 16 20 3° 45 3 3 4 2 2 0 3 3 4 3 27 Transit 230 5 10 20 6 4 6 4 3 1 24 Table II Discrepancies between Gyro-indicated Norths v (seconds of arc) Method Mean Maximum Positive Negative Tracking 8 20 Transit 9 26 22

Digitale Tijdschriftenarchief Stichting De Hollandse Cirkel en Geo Informatie Nederland

Tijdschrift voor Kadaster en Landmeetkunde (KenL) | 1967 | | pagina 12