28o stant, e, is accurately known, absolute v's, (va)i, at point A, can then be obtained, for example, from (Va)i (<>>AB)i (G-Wi s 180°) Qab (t T) a, I>2, ,m where m is the number of GIN determinations at A <x>ab is the mean observed RM reading at A %ab is the bearing A to B calculated from the Gauss Conform projection co-ordinates (this is the projection used in South Africa and bearings are conventionally referred to south) Figure 3 shows the relationships between the respective quantities. From point B, the absolute v's would be (vb)i={o>BA)i+{GIN2 £+y 1800) 02M {t—T)B, 1,2k) where k is the number of GIN determinations at B Y is the meridian convergence at B relative to A The weighting of the results of individual sets of observations would be in accordance with the form described in the preceding paragraph. The standard error for an azimuth determination for a single set, calculated from all the test observations summarised in Table I, was found to be 6".3 for the tracking method and 7".5 for the transit method, at either end of the test line. If the azimuth was determined at each end of the test line and the mean result accepted, the standard error for the mean azimuth would be (6.3/]ft) 4".5 and (7.5/^2) 5".3 for the tracking and transit methods, re spectively, using the GAK1/T2 configuration. The results presented in this way give the prospective user a better insight into the po tential capability of the instrument than does the information in Table II, which tabulated data reflects approximately twice the mean error to be expected from an azimuth determination at a point. The above results, which represent some fifty hours of contin uous observation, give a succint comparison of the accuracy of the two observing procedures. This evidence confirms previous beliefs that the techniques yield comparable results. Both methods pro duce directions which agree to within about 5 seconds of arc of the true azimuth, and almost exactly with each other. A fair con clusion, in view of the number of observations taken, therefore, would be that the accuracy of the GAKi gyro-attachment and T2 theodolite, used in the tests herein described, is at least of the order of 10 seconds of arc. The summary presented in Tables I and II does not, however, reveal the previously mentioned behaviour patterns of the spinning gyroscope during protracted oscillation. In all cases of extended tracking during the experiment the secondary harmonic (or SHAR) manifested itself in the sets of consecutive Schuler means. Figure

Digitale Tijdschriftenarchief Stichting De Hollandse Cirkel en Geo Informatie Nederland

Tijdschrift voor Kadaster en Landmeetkunde (KenL) | 1967 | | pagina 14