


1) Measure directly from the ground. The instruments involved include components such as horizontal guide rails, styli, stylus holders, and relative elevation measurement boards. High-end instruments such as GPS, total station, and field measurement can also be used;
2) According to aerial or aerospace images, it is obtained through photogrammetry, such as three-dimensional coordinate instrument observation and aerothree encryption method, analytical mapping, digital photogrammetry, etc.;
3) Acquisition from the existing topographic map, such as grid reading method, digitizer hand-held tracking and scanner semi-automatic acquisition and then generate DEM through interpolation.
1) The fitting model of overall interpolation is established by the observation values of all sampling points in the study area;
2) Block interpolation is to divide the reference space into several blocks of the same size, and use different functions for each block;
3) Point-by-point interpolation is centered on the point to be inserted, defining a local function to fit the surrounding data points. The range of data points changes with the position to be inserted, so it is also called moving fitting method.

Jul 30, 2021
Mar 22, 2022
Sep 26, 2022
Apr 07, 2023
Apr 10, 2023
Apr 11, 2023
Apr 20, 2023
Apr 26, 2023
Jul 04, 2023