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.
차등 수준측량은 두 지점 사이의 고도 차이를 결정하는 데 사용되는 측량에서 정확한 방법입니다. 주요 목표는 도로, 교량, 건물과 같은 인프라를 설계하고 건설하는 데 중요한 수평 표면이나 경사선을 만들기 위해 정확한 수직 측정을 수립하는 것입니다.
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