Using double-measurmented gravity values which observed by Lacoste instrument, drifts and MSE are analized after TIDE correction and Bouguer reduction is investigation. As the result of this study, it is possible to calculation a latitude, longitude, gravity and elevation at unknown point, and perphaps will be used as a fundamental data for application in the earth's crust structural analysis and geophysics.

The position fixing is the first essential in any offshore activity. At sea, position is almost always related to fixed points on land. The traditional method of the position fixing of a vessel is by double horizontal sextant angles observed between three fixed stations, plotted as a graphical resection using station pointers. Of recent, offshore fixing progresses in simple object of navigation and fishery, and it is tending to use and develop ocean and coast compositly. Therefore, we compared and analyzed deviation of fixed point for more accurate offshore fixing. This paper used only navigation instruments such as NNSS, Loran-C, Omega involved in long range and world wide among the methods of E. P. F. (Electromagnetic Position Fixing).

Maps need the suitable map projection according to the scale of its seeing that the distortion is increasing between the projected geodesic line on the map and the ellipsoidal line owing to the scale up. In this paper, the optimum map projection for the large scale mapping as well as analysis of current mapping in Korea is proposed.

Global change and local fluctuation of earth's gravity field play important roles in accurate vertical positioning as well as in accurate horizontal positioning. Regarding the impotance, in this study, the concept of gravity potential theory connected with the influence of gravity field and every kind of height were discussed. Various kind of heights using the observed gravity and leveling data were computed and analysed to study the influence of earth's gravity field in accurate vertical positioning. Taking the route from Busan to Kyongju and investigating the ratios (H/dH) of height defferences (dH) between calculated heights considering gravity field and leveling height to relative heights (dH) between adjacent stations, we get the result that the values by correction formula increase linearly according to latitude, and the values by gravity potential ere strongly influenced by pseudo topography.

The terrain is classified by the parameters-gradient, curuature, bump frequency and the ratio of the surface area to the corresponding planar area- that indicate the quantitative measurement of the terrain roughness, and the terrain is fitted to the polynomial function. According to the terrain roughness, the flat terrain, the gently undulating terrain, the rough terrain are classified The flat terrain, the gently undulating terrain and the rough terrain are fitted to the plane function, the 3th or 5th polynomial function and the 5th polynomial function, respectively.

The use of digital terrain model has been enlarged in calculating the earthwork due to the development of aerial photogrammetry. The calculation of earthwork plays a major role in plan or design of many civil engineering projects, and thus it has become very important to advance the accuracy of earthwork calculation. In this study, I have made an analysis of influences which DTM makes on the height accuracy of data ; on the basis of the analysis, we can develop the predictive model formula of profile shape coefficients by which the accuracy of earthwork can he preestimated in practical design according to data density of terrain, making thereby good contribution to the calculation of both earthwork amount and its expenses. This study shows that the accuracy of earthwork is more affected by the distances of cross-sections than by data density and that the effects by the standard errors of height decrease in proportion as the distances of cross-sections are great It also shows that when the prediction model formula of profile shape coefficients is applied to ordinary cases, the differences between the predicted earthwork errors and the errors by ordinary est imation are at 0.8374~3.1437/m, on flat terrain and 1.5628~6.967/m, on mountainous terrain-so little as to be ignored ; thus it can be safely ascertained that the accurate earthwork errors can be predicted applying the prediction model formula made in this study.

This paper presented the procedures for detecting gross errors, and described the influence of the number and distribution of points on the internal reliability in photogrammetric adjustment, such as relative orientation and independent model method. The use of the standard six points for relative orientation and the regular four points for independent model method result in low internal reliability. With such a distribution, gross erors in measured points might not be detected But using cluster of double or triple points instead of individual point, internal reliability improves remarkably.

It is well known that a triangulateration net is superior to a trilateration net or triangulation net in a same configuration. In general, to explain this nature is not easy because the large residuals and reference variance are revealed in the adjustment of a heterogeneous network. In this paper the precision and the reliability of network are discussed, and the considerations of simultaneous adjustment are covered A practical example shows that the concept and criteria of reliability give better estimate than the precision in heterogeneous network.