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Differential and Reciprocal Levelling

Two special cases of levelling deserve their own treatment. Differential levelling carries a height from one point to another regardless of what lies between. Reciprocal levelling solves the problem that arises when an obstacle — a river, a valley — makes it impossible to place the instrument midway. Both rest on the same underlying idea: arrange the observations so that…

Curvature and Refraction Correction in Levelling

Two things distort a long levelling sight, and conveniently they act in opposite directions. The earth curves away from the line of sight, making distant points read too low. The atmosphere bends the light downwards, partly cancelling that effect. This post covers both corrections, their combination, and the distance to the visible horizon that follows from…

Booking of Levels: Height of Instrument and Rise and Fall Methods

Levelling produces a column of staff readings. Turning those into reduced levels — actual heights above the datum — requires a systematic method, and two exist. They give identical answers but differ in one important way: how thoroughly they check themselves. This post covers the terms first, then both methods. The Essential Terms Term Definition Height of instrument…

Gale’s Traverse Table and Omitted Measurements

A traverse produces a great many numbers — lengths, bearings, latitudes, departures, corrections and coordinates for every line. Without a system, it becomes very easy to lose track of one and never notice. Gale’s traverse table is that system. This post covers the table and the five-step computation it organises. What Gale’s Traverse Table Is Traverse…