limits have to be applied to the number of observed turning points. Depending on the precision desired, four to ten observations will usually suffice for most engineering requirements. Within this range it is hoped that some high and some low readings will manifest themselves. As long as the amplitude of the secondary quasi- harmonic (difference between highest and lowest extremal oscil lations) is of the order of 30 seconds of arc, for example (as is the case for GAKi No. 3139), the azimuth determination can be ex pected to be satisfactory, certainly to the 20 seconds of arc claimed by the manufacturers. The quasi-harmonic phenomenon, even although not explainable in terms of the theory of the gyroscope developed thus far, can be detected easily by the layman. The amplitude range of the quasi- harmonic oscillation should be found for every instrument, there fore, and used as the basis for formulating the procedure to be used by the technician operator. This range is not a constant in the com monly accepted meaning of the word but is detectable only as a trend which is of value to the observer and helps him to decide whether, or not, a set of observations is likely to be satisfactory. With the transit method the foregoing pattern is seen as a systematic trend in dt, the difference between consecutive transit times. Here, however, the secondary amplitude appears to be smaller than that encountered with the reversal method. It has not been possible to study the effect which a change of latitude would have on these secondary oscillation patterns. Throughout the tests the manufacturers' handbook [1] was used as an operations guide, although several changes in recommended procedure were found to be not only advantageous but also nec essary. It was found, for example, that because of the particular lanyard clamp system1) used on the T2 gyro-attachment which the authors had at their disposal, it could not be mounted on the theodolite without disturbing the pre-orientation and levelling this irrespective of how much care was exercised. It therefore became necessary to mount the gyro-attachment and observation tube, and to connect the converter cable prior to any levelling of the theodolite. Considerations governing the choice of observation method as outlined in the handbook were subjected to a number of tests insofar as the tracking procedure was concerned. Criticism of the tiring effects of this method is perhaps valid, but the rejection of the technique when the theodolite does not possess a tangent screw with a range of at least 8° and with a knob at each end is questionable, if not unjustified. As mentioned previously, the modified tangent screw on the theodolite covered a range of ap- 274 1) The authors understand that the T2 theodolite is now fitted with a bridge similar to that used on the TiA and T16 theodolites, to take the GAKi gyro-attachment.

Digitale Tijdschriftenarchief Stichting De Hollandse Cirkel en Geo Informatie Nederland

Tijdschrift voor Kadaster en Landmeetkunde (KenL) | 1967 | | pagina 8