Currently CSDP is able to place cross-sections at regular intervals (user specified). However these cross sections then have to be drawn manually by looking at the cloud of points within the cross-section thickness (perpendicular depth from the x section plane)
Especially for DEM points, these cross-section profiles can be created by sampling along the cross-section line and estimating the depth (averaging, interpolation, nearest-neighbor).
If the resulting cross-section profile has too many redundant points, a line simplification algorithm can be applied to result in a fairly good profile.
Currently CSDP is able to place cross-sections at regular intervals (user specified). However these cross sections then have to be drawn manually by looking at the cloud of points within the cross-section thickness (perpendicular depth from the x section plane)
Especially for DEM points, these cross-section profiles can be created by sampling along the cross-section line and estimating the depth (averaging, interpolation, nearest-neighbor).
If the resulting cross-section profile has too many redundant points, a line simplification algorithm can be applied to result in a fairly good profile.