Civil Engineering Reference
In-Depth Information
4
LEVEL
5
4
2
3 F T
3
1
4
5 F T
STATION
B
2
3
6 F T
2
1
STATION
A
1
B.M.
Figure 6-1 The terms backsight and foresight do not neces-
sarily mean backward and forward. Readings taken on a point
of known elevation (such as a benchmark or a turning point)
are called backsights, whereas readings taken on a point of un-
known elevation are termed foresights. In the illustration, the
backsight (to the benchmark) is + 6feet 0 inches, and the fore-
sight to station A is 5feet 0 inches. The difference in the two
elevations is 6 feet 5feet = 1foot. If the reading at station A
had been greater than the 6-foot HI (height of instrument), the
calculation would have shown a negative result, thereby indicat-
ing that station A was lower than the benchmark. The elevation
at station B is calculated in the same manner: 6 3 = 3feet.
Therefore, the elevations from any number of points can be
obtained in the same way, if they can be seen from the same po-
sition of the instrument. If they cannot, a new HI must be used.
Figure 6-2
A typical builder's level. (Courtesy David White Instruments, Division
of Realist, Inc.)
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