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Finite geometries can be obtained from finite fields in which the coordinates of points are now elements of a finite field.
A hydrographic survey consists of two operations: determining the horizontal coordinates of points on the surface of the body of water (position fixing) and determining the water's depth at those points.
The coordinates of points (P_1, P_2, P_3) are given in (40), (57) and (72), respectively.
The uncertainties of a reconstructed B-spline surface are modeled by variances of coordinates of points on this freeform surface.
In the present study, an advanced laser gauge sensor instrument is utilized to measure the coordinates of points located in a stable channel bank cross section.
The coordinates of points ( P_{1} ) and ( P_{2} ) will change if the robot moves away from its initial location along X axis.
Similar(42)
The coordinates of point are.
which is determined by the coordinates of point A. □.
The coordinates of point d is (0, yb+r).
The coordinates of point e are (xa+r, 0).
The coordinates of the point a are (xa, 0), the coordinates of point b are (0, yb).
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