Walking a Contour with an A-Frame Level: How Far the Line Drifts After a Hundred Stations

An A-frame level — two legs joined at an apex, a crossbar, and a plumb line — marks contour lines across hillsides one frame-length at a time, and it is a standard tool for laying out terraces and swales where no manufactured level is available. Each station, however, transfers the level datum through a fresh act of judgement, so errors accumulate along the walk. This paper computes that accumulation from stated assumptions: a plumb reading standard deviation of 2 mm over an effective plumb length of 0.9 m, a leg placement standard deviation of 2 mm per station, and a calibration bias from a crossbar mark offset by 0.5 mm. For a frame of 2.0 m leg spacing, each station carries a random error of 4.874 mm and a bias of 1.111 mm. After 100 stations (200 m of hillside) the random drift has a standard deviation of 48.74 mm while the bias drift reaches 111.11 mm, giving a design bound of 208.59 mm against a terrace tolerance of 50 mm; on a cross-slope gradient of 0.10 that elevation drift is a horizontal departure of 2.086 m from the true contour. The bias, not the random error, is the controlling term, and over a fixed hillside width the bias drift is exactly independent of frame size, because a wider frame takes proportionally larger bias steps but proportionally fewer of them. The random term alone is minimised near a leg spacing of 1.0 m. Holding a 50 mm tolerance requires checking the frame against a known level — or an equivalent reversal procedure — at intervals the computation fixes: every 13 stations (26 m) for a 2.0 m frame used as found, or every 26 stations if the frame is reversed at every station to cancel the bias. Stated plainly, an unchecked 200 m contour cannot be held to 50 mm by any frame size under these assumptions: the best unchecked bound over 200 m is 195.67 mm, and even with the bias cancelled by reversal the random term alone gives 97.47 mm. All results are computed, not measured. SIMULATED, NOT MEASURED.

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Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2026-11-10
DOI
https://doi.org/10.5281/zenodo.24114521
Primary Topic
Geodetic Measurements and Engineering Structures
Type
article
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article

Walking a Contour with an A-Frame Level: How Far the Line Drifts After a Hundred Stations

William Alexander Aldred
Zenodo (CERN European Organization for Nuclear Research)
Geodetic Measurements and Engineering Structures
article

Walking a Contour with an A-Frame Level: How Far the Line Drifts After a Hundred Stations

William Alexander Aldred
article en

Abstract

An A-frame level — two legs joined at an apex, a crossbar, and a plumb line — marks contour lines across hillsides one frame-length at a time, and it is a standard tool for laying out terraces and swales where no manufactured level is available. Each station, however, transfers the level datum through a fresh act of judgement, so errors accumulate along the walk. This paper computes that accumulation from stated assumptions: a plumb reading standard deviation of 2 mm over an effective plumb length of 0.9 m, a leg placement standard deviation of 2 mm per station, and a calibration bias from a crossbar mark offset by 0.5 mm. For a frame of 2.0 m leg spacing, each station carries a random error of 4.874 mm and a bias of 1.111 mm. After 100 stations (200 m of hillside) the random drift has a standard deviation of 48.74 mm while the bias drift reaches 111.11 mm, giving a design bound of 208.59 mm against a terrace tolerance of 50 mm; on a cross-slope gradient of 0.10 that elevation drift is a horizontal departure of 2.086 m from the true contour. The bias, not the random error, is the controlling term, and over a fixed hillside width the bias drift is exactly independent of frame size, because a wider frame takes proportionally larger bias steps but proportionally fewer of them. The random term alone is minimised near a leg spacing of 1.0 m. Holding a 50 mm tolerance requires checking the frame against a known level — or an equivalent reversal procedure — at intervals the computation fixes: every 13 stations (26 m) for a 2.0 m frame used as found, or every 26 stations if the frame is reversed at every station to cancel the bias. Stated plainly, an unchecked 200 m contour cannot be held to 50 mm by any frame size under these assumptions: the best unchecked bound over 200 m is 195.67 mm, and even with the bias cancelled by reversal the random term alone gives 97.47 mm. All results are computed, not measured. SIMULATED, NOT MEASURED.

Zenodo (CERN European Organization for Nuclear Research)
Geodetic Measurements and Engineering Structures
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