25.3
Consider point A, which is a benchmark with an elevation of 60 meters.
To determine the difference in elevation of another point C located away from point A, differential leveling is performed.
First, set up a level at a convenient location near point A and take a reading on the level rod positioned at point A.
This reading, recorded as the back-sight in level notes, is used to calculate the instrument's height.
Next, the rodman moves towards point C and places the level rod at point B.
The surveyor takes a reading at point B, records it as the foresight, and determines point B's elevation.
The surveyor then shifts the level to a new location closer to point C, takes a back-sight reading to point B, and uses it to calculate the new height of the instrument.
Finally, the rodman places the level rod at point C to record the foresight, which is used to calculate point C's elevation.
The difference in elevation between points C and A is then determined.
高低差測量は、2 点間の標高差を決定するために使用される測量における正確な方法です。その主な目的は、道路、橋、建物などのインフラ設計と構築に不可欠な水平面または勾配線を作成するために、正確な垂直測定を確立することです。
高低差測量の手順は、ベンチマークが見える点に機器を設置して水平にすることから始まり…
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