Abstract
TRIANGULATOR comprises two Microsoft Excel spreadsheets for processing relative bearing data from an electronic total station. Program XYZ converts bearings to positions. It determines x, y, z coordinates of points from relative bearings from two base stations of known relative position. Program LINES uses the output of XYZ. It converts the x, y, z coordinates of three points into the equation of a plane, yielding strike and dip of that plane. Then it uses bearings from one base station to points on a cliff face, and calculates their x′, z′ coordinates for either direct measurement of features, or determination of the scale of a photograph. An example demonstrates the application of the program to scale the photograph of an exfoliation fracture.
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