In order to establish the horizontal nets four contiguous quadrilateral ones were realized or in chain and ligatures to the national net by means of 4 geodesic points with base of exit in S.E.B. Conchán and whose coordinated geographical ones it measured itself to the system of global position geodesic GPS for 2 hours in every apex. Supported on these apexes one formed the net of the four quadrilateral ones, and for the compensation and adjustment by means of the mathematical hardware classic and verified with computers hardware of the formed figures, one raised the processes of classic or traditional geodesy and the process in block. It is observed that the error becomes bigger and bigger and concentrates on the central apexes of the net being the maximum changes in arranged in the apexes Pachacamac and Guayabo with -0.018m and -0.008m respectively, and indicates that the above mention...

Para establecer las redes horizontales, se realizó cuatro cuadriláteros contiguos o en cadena y ligados a la red nacional por medio de 4 puntos geodésicos con base de partida en S.E.B. Conchán y cuyas coordenadas geográficas se midió con el sistema de posicionamiento global GPS geodésico durante 2 horas en cada vértice. Apoyados en estos vértices, se formó la red de los cuatro cuadriláteros, y para la compensación y ajuste mediante las herramientas matemáticas clásicas y verificadas con las computacionales de las figuras formadas; se planteó los procesos de geodesia clásica o tradicional y el proceso en bloque. Se observa que el error se hace cada vez más grande y se concentra en los vértices centrales de la red siendo las máximas variaciones en las ordenadas en los vértices Pachacamac y Guayabo con -0.018m y -0.008m, respectivamente; e indica que dichos vértices del...

In the projects of geodesic and topographical engineering, precise mathematical calculations are carried out in a fast way and economic to apply it to the designs of the works of engineering, so much in the urban and rural space. Because of it the development of the Geodesic and topographical Information System called program present (SisTopGeo), is going to permit us to execute several of the very useful applications and of common use in Topography, Geodesy and basic Astronomy, permitting iterative immediate results, the ones that will be obtained entering the data of field and with only pressure the button calculation, the dependable results will be obtained, the same that will permit immediately to be represented in a plan A they determined extension of land, through existing programs of drawing as Autocad Land, Civil CAD, among others. With the data and results obtained applied to th...

In the projects of geodesic and topographical engineering, precise mathematical calculations are carried out in a fast way and economic to apply it to the designs of the works of engineering, so much in the urban and rural space. Because of it the development of the Geodesic and topographical Information System called program present (SisTopGeo), is going to permit us to execute several of the very useful applications and of common use in Topography, Geodesy and basic Astronomy, permitting iterative immediate results, the ones that will be obtained entering the data of field and with only pressure the button calculation, the dependable results will be obtained, the same that will permit immediately to be represented in a plan A they determined extension of land, through existing programs of drawing as Autocad Land, Civil CAD, among others. With the data and results obtained applied to th...

The present research had like specific objective to develop a methodology that, having a solid theoretical sustenance, allows to determinate the direction o fan alignment with a minimum precision that serves as a base for all civil infrastructures Project in urban and rural spaces. For which after a specialized bibliographical revision and of the ordering of concepts, the analytical processes and the evaluation of the results allowed the exposition in direct form the determination of the geographic azimuth by solar observations, being obtained with this form a precision of the order of ± 30´´.

The present research had like specific objective to develop a methodology that, having a solid theoretical sustenance, allows to determinate the direction o fan alignment with a minimum precision that serves as a base for all civil infrastructures Project in urban and rural spaces. For which after a specialized bibliographical revision and of the ordering of concepts, the analytical processes and the evaluation of the results allowed the exposition in direct form the determination of the geographic azimuth by solar observations, being obtained with this form a precision of the order of ± 30´´.

The present study had as an specific objective to develop a methodology that, having a solid theoretical support, in the country of the Geodesic Astronomy, permits us to determine the orientation of an alignment with a minimum precision that serves as base for every project of engineering. For which after the bibliographical review specialized existing, the analysis was performed and evaluation of the results that permitted the approach in direct form of the determination of the direction of the azimuth geographical by different methods, in order to compare and to obtain a better solution in the determination of the azimuth, being utilized the following methods: By solar observations, making use of the theodolite of precision to the second, doing use of the conventional method and the clock angle. By observation to the stars, doing use of the theodolite with precision to the second, supp...

The present study had as an specific objective to develop a methodology that, having a solid theoretical support, in the country of the Geodesic Astronomy, permits us to determine the orientation of an alignment with a minimum precision that serves as base for every project of engineering. For which after the bibliographical review specialized existing, the analysis was performed and evaluation of the results that permitted the approach in direct form of the determination of the direction of the azimuth geographical by different methods, in order to compare and to obtain a better solution in the determination of the azimuth, being utilized the following methods: By solar observations, making use of the theodolite of precision to the second, doing use of the conventional method and the clock angle. By observation to the stars, doing use of the theodolite with precision to the second, supp...