STANDARD - Survey Instrument Antique Center!
STANDARD - Survey Instrument Antique Center!
STANDARD - Survey Instrument Antique Center!
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
55<br />
Instead of using a plumb-line a simpler method having the advantage of not requiring<br />
the instrument to be leveled up carefully is as follows: Set up the instrument<br />
as near as may be convenient to a building, say about 20 feet, in order to get as high an<br />
altitude as possible. Level up only approximately, clamp and bi-sect a point at the<br />
base by the tangent screw. Then elevate the telescope and find a well-defined object<br />
as high as possible, only using the telescope's horizontal axis. Now reverse telescope<br />
and move instrument on its vertical center, again clamp, and bi-sect the point at the<br />
base. If when the telescope is elevated it bi-sects the high object selected the adjustment<br />
is correct. If it does not, proceed as described in the above method.<br />
To adjust the level to the line of col Munition of the horizontal wire one<br />
method is to use a sheet of water, or where that is not available, two stakes which are<br />
driven with their surfaces in the same level plane.*<br />
To make the adjustment with the stakes, level up the transit half way<br />
between two points lying very nearly in a horizontal line, and say 300 feet apart.<br />
Drive a stake at one of these points, place the rod on it and take a reading, first bringing<br />
the bubble to the middle of its tube. Point the telescope in the opposite direction,<br />
again bring the bubble to the middle of its tube, and drive a second stake at the second<br />
point selected until the rod held upon the second stake gives the same reading as when<br />
held upon the first stake. The tops of these two stakes now lie in the same level line.<br />
Take up the transit and set it outside in line, as near as it can be focussed on the<br />
first stake and level up. Now read the rod upon the first stake with the bubble in the<br />
center and then upon the second. If the two readings agree, and the bubble is in the<br />
middle of its tube, the adjustment is correct. If the two readings do not agree, then by<br />
means of the telescope's tangent screw elevate or depress the telescope the amount required<br />
until the horizontal wire reads the same on the distant rod. Next refocus<br />
on the near rod, take a reading, then focus on the distant rod and see if the readings<br />
are the same, if not, by means of the tangent screw again make the horizontal wire<br />
read the same as on the near rod. Repeat this operation until both rods read<br />
the same. Now with the horizontal wire bi-secting the distant reading make the adjustment<br />
of the level by its capstan-headed nuts until the bubble is in the middle of its<br />
tube when the level will be parallel to the line of collimation.<br />
Another method of adjusting the attached level to the Transit Telescope<br />
will be found on page 63.<br />
To adjust the verniers of the vertical arc or full circle to read zero, in our<br />
Engineer's Transit having the vernier between the legs of the standard. First level<br />
up the instrument carefully so that the telescope's bubble will remain in the middle<br />
of its tube when turned 180 in azimuth. Then set the zero of the vernier to read<br />
within about % minute right with zero of the vertical arc. Then by the vertical<br />
tangent screw place both zeros in coincidence and examine the 30' lines and if short<br />
the vernier must be moved inwardly so that both of the end lines in the double vernier<br />
will read right. If too long the vernier must be moved outwardly until this is<br />
attained ; then fasten tightly. Now unloosen only just enough the screws that hold<br />
the vertical arc or circle to the horizontal axis, to permit of "a slight shift, and then<br />
with the bubble in the center slightly tap one of the spokes of the arc with the handle<br />
of the screw-driver, until the zero of the vernier and that of the vertical arc are in<br />
coincidence. This accomplished now fasten the vertical arc tightly to its flange.<br />
Again level up the telescope as described above and see if the adjustment is correct; if<br />
not, again slightly unloosen the vertical arc, tap it into position, repeat the same operation<br />
over again until it is correct.<br />
NOTE. If the vernier for the vertical arc is single, made to read both ways, in<br />
reading it proceed to the right or left on the upper line of figures in the direction of<br />
the graduation used, and if the coincident line of the vernier is beyond the 15' line,<br />
continue on the lower line of figures on the other half of the vernier, so that the whole<br />
graduation from 0' to 30' lies in the same direction. The verniers of our vertical arcs<br />
are however, made mostly double as described on page 37.<br />
The Adjustments of the Full Vertical Circle with Double Opposite<br />
Verniers.<br />
When the vertical circle in the Engineers' Transit is provided with a<br />
vernier at eye-end or with double opposite verniers, the adjustment of the<br />
vernier zero for normal position should be made by the two opposing capstan-headed<br />
screws attached to the vernier frame at side of standard. Then to be lasting and<br />
to avoid any strain upon the frame and lugs carrying these adjusting screws, proceed<br />
as follows : First level up the instrument so that the bubble of the telescope<br />
and plate levels remain in the center of their tubes when vernier plate is turned 180<br />
in azimuth; then the zero of vernier "A," at eye-end, should be adjusted by the<br />
*In general practice one will locate the stakes permanently at some convenient place near the