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Railway Alignment design, detailed topographical survey and alignment fixing
Question for the experts:During Railway alignment and topographical survey for 260km long rail corridor , I came across a process where a survey company followed the below procedure1. Established DGPS Stations every 5 km using whole to part concept. Total of 85 control point pairs have been established in 260km long corridor.2. Converted the DGPS control points coordinates to grid coordinates - UTM 44 N3. Again converted the UTM Coordinates to modified UTM ("they are calling it Plane…Read more…
Hi all !!,
Anyone out there using Pentax Total Stations ??