Can a Total Station Rival a Digital Level? Discover the Common Point Method for precise elevation transfer in traverses.
This video explains trigonometric levelling basics, error sources (HI/HT, atmospheric, compensator), and a field-tested technique using common points like ball prisms to eliminate vertical errors achieving sub-mm closures over 1.5 km in STAR*NET.
What You'll Learn:
Traverse vertical control fundamentals and error propagation.
Field setup: Measure common points between legs for bracing.
Post-processing: Ignore HI/HT in least squares adjustment.
Real results: 0.4 mm misclosure vs. 2.4 mm traditional; raw data download available.
Faster than 2D traverse + differential leveling. Inspired by Jesse Kozlowski's trig levelling paper.
Raw Data Download Link : https://1drv.ms/f/c/409a77fcc169e845/IgBNWD1rCTAZT4px6JDCpw5BAc6_ZI4kxeg2Xc1Osx1yt6Q?e=bMpCBv
00:00 - Intro
02:29 - The Math
03:50 - Error Sources
11:57 - Common Point Traversing - Field
15:21 - Common Point Traversing - Office
21:41 - Is the Juice worth the Squeeze?
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Increase Total Station Vertical Accuracy (The Common Point Method) | NatokHD