This paper describes the algorithm of a computer program to obtain the compensated coordinates of a station using intersection, resection and distances, all together or independently. The algorithm uses the variation of coordinates method to state the weighted observation equations and the solution is obtained by least squares adjustment. It takes an approximate point whose coordinates are computed by the program itself, with severed hypotheses. Finally, it also calculates the standard circular error
The paper investigates a short-range positioning system, e.g. for surveying of rivers, using electro...
This article provides methods for determining a point whose coordinates are unknown by cutting a rig...
In the recently developed Spatial Reference System that is designed to check and control the accurac...
A well known truth states that the position (of coordinates) for the new points is determined throug...
In the first part of this paper computation of traverses tied and oriented at both ends was i...
Every engineering surveying works require very precise and accurate measurement down to sub-millimet...
Not all points are directly accessible when doing detail surveys wirh GPS. This paper gests a method...
Evaluation of accuracy of position coordinates ’ determination in respect to floating marks, with fr...
Getting the position of the instrument in starting traverse and staking out surveying can be very he...
Today, the accuracy of position determination ashore or at sea is no longer a technical problem, but...
The problem of determining the position continues to be the most important problem of geodesy. With ...
This paper presents an algorithm for computing the intersec-tions of three surfaces that are either ...
A traverse is a series of consecutive lines whose lengths and directions have been determined from ...
Geomatics instruments have algorithms which derive two-dimensional and three-dimensional coordinates...
This presentation offers an introduction to coordinate systems. Coordinates are used to identify loc...
The paper investigates a short-range positioning system, e.g. for surveying of rivers, using electro...
This article provides methods for determining a point whose coordinates are unknown by cutting a rig...
In the recently developed Spatial Reference System that is designed to check and control the accurac...
A well known truth states that the position (of coordinates) for the new points is determined throug...
In the first part of this paper computation of traverses tied and oriented at both ends was i...
Every engineering surveying works require very precise and accurate measurement down to sub-millimet...
Not all points are directly accessible when doing detail surveys wirh GPS. This paper gests a method...
Evaluation of accuracy of position coordinates ’ determination in respect to floating marks, with fr...
Getting the position of the instrument in starting traverse and staking out surveying can be very he...
Today, the accuracy of position determination ashore or at sea is no longer a technical problem, but...
The problem of determining the position continues to be the most important problem of geodesy. With ...
This paper presents an algorithm for computing the intersec-tions of three surfaces that are either ...
A traverse is a series of consecutive lines whose lengths and directions have been determined from ...
Geomatics instruments have algorithms which derive two-dimensional and three-dimensional coordinates...
This presentation offers an introduction to coordinate systems. Coordinates are used to identify loc...
The paper investigates a short-range positioning system, e.g. for surveying of rivers, using electro...
This article provides methods for determining a point whose coordinates are unknown by cutting a rig...
In the recently developed Spatial Reference System that is designed to check and control the accurac...