I have a project in Alabama that is located on the south end, not very close to the coast, but close to a river connected to the coast. I have never used MSL, but I am working with an engineer that has a need to use MSL. As a designer, I
I am a Civil Engineer with limited survey knowledge and have been reviewing geodetic concepts and the subject of vertical datum. In the civil engineering profession, many times a day I see reference to MSL but know the surveyor has indicated N
I am a civil engineer with limited site survey experience. I have been reviewing the various NAD adjustments such as NAD83(2011), NAD83(HARN), etc. and have a question. I understand the differences between these adjustments does not constitut
I am a Civil Engineer with limited survey knowledge and have been reviewing geodetic concepts and the ellipsoid datums. I came across confusion regarding the origin of GRS80 thinking it was earth centered, earth fixed. But several articles l
I am a civil designer with limited survey experience. I am learning about the concepts behind geographic coordinate projections. I understand to change from a 3d geographic coordinate to a 2d map, that a projection is required. However, it s
I am a novice surveyor learning about the geoid and its used in calculating elevation. In my research I see the reference made to H=h-N and recognize the two paths to a point, one from the ellipsoid representing "h" and one from the geoid repr
I am a novice surveyor learning the fundamentals behind coordinate systems and have a questions regarding geodetic north. I understand that true north is the geographic north, or the location of longitude convergence. I think of this location