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STANDARD - Survey Instrument Antique Center!

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57<br />

Adjustment of the Improved Transverse Striding Level<br />

resting- on special collars for the Engineers' and <strong>Survey</strong>ors'<br />

Transits, sizes No. 1, 2 and 11.<br />

This striding level differs from the one formerly made by us, and referred to in the<br />

preceding article, in several respects. It permits of a longer spirit-level in the same<br />

length of outer tube so important in this case on account of the short available distance<br />

between the collars; and is simpler in design, so that after an adjustment has<br />

been once properly performed, barring accidents, it hardly ever needs to be repeated<br />

again.<br />

To make a readjustment: first find out whether the level needs a lateral adjustment<br />

by placing it on its collars with instrument leveled up, and fastening it by the<br />

milled headed nut to the horizontal axis, place the bubble in the center of its tube by<br />

the leveling screws, and then elevate and depress the telescope 10 to 20 from 0; note<br />

carefully the amount of displacement of bubble, also which one of the two capstanheaded<br />

screws (one white and one red, to readily distinguish one from the other) must<br />

be moved one-half the error; move screw outwardly if bubble must be moved away from<br />

this screw, and inwardly if bubble must be raised towards it to make the level tube<br />

laterally parallel to the transverse axis of the telescope. Then move the other adjusting<br />

screw an equal amount, but in the opposite direction to retain the same height of<br />

leg, and repeat this adjustment until one-half the error is corrected. Before operating<br />

any of the adjusting screws first remove the level from the collars.<br />

This accomplished, now make the longitudinal adjustment. Clamp the telescope<br />

in the horizontal position and reverse the level on its collars; note whether the<br />

leg with the screws should be raised or lowered to bring the bubble to the center of its<br />

tube, and then turn each screw, alternately, an amount equal to one-quarter the error<br />

(inwardly if the leg is to be raised, or outwardly if leg is to be lowered) in order to<br />

eliminate one-half the error of the level-tube sought to be corrected. Then again reverse<br />

the level on its collars, and repeat this adjustment if necessary. If the level has<br />

been considerably out of adjustment it will be well to again verify the lateral adjustment<br />

in the manner prescribed for it above, and also to repeat the longitudinal adjustment<br />

by again following the method just explained until completed. Remember, that<br />

if the leg has to be raised, both screws must be moved inwardly towards the telescope,<br />

and that if it has to be lowered, both screws must be moved outwardly in equal amounts.<br />

This method has been prescribed by us as being the most simple to follow. One somewhat<br />

versed in making adjustments probably may succeed in making it quicker (if the<br />

level is considerably out) by noting mentally the amount of displacement of bubble for<br />

the longitudinal and lateral adjustments, and then correcting same simultaneously, or<br />

nearly so, with one of the screws alone, by moving it in the desired direction. To adjust<br />

the height of standards see page 54-<br />

The Adjustments of the Telescope's Axis of Revolution in Transit-<br />

Theodolites by means of the Transverse Striding-Level resting<br />

on points of contact in the Wyes.<br />

The striding-level of the finest class of instruments, such as Transit-Theodolites<br />

used for triangulation wholly, and Mining Transit used mainly for very steep sighting,<br />

will rest directly upon the cylindrical pivots of the transverse axis, at the circle of<br />

contact in the wyes.<br />

Whenever exact vertical motion is desired, the striding-level in such instruments<br />

should be depended upon to the exclusion of the front plate-level. The latter is then<br />

entirely subordinate to the striding-level and should be depended upon merely for leveling<br />

the instrument approximately. The plate-levels are also useful in indicating<br />

quickly any large disturbances of position. When the objects sighted at do not differ<br />

much in altitude, the front plate-level is, in these instruments, sufficiently sensitive to<br />

give satisfactory results without using the striding-level.<br />

The adjustment of the transverse axis of revolution. The striding-level<br />

having been carefully adjusted, level up the instrument generally with the plate-levels,<br />

put the striding-level in position and bring its bubble to the center of its graduation<br />

by means of the leveling screws, then turn the instrument 180 on its vertical axis and<br />

note whether the bubble of the striding-level remains in the center of the graduation.<br />

If it does, the adjustment is correct. If it does not, correct one-half the error by means<br />

of the leveling screws, and the other half by means of the wye adjustment of the<br />

standard. Repeat the process until the adjustment is correct. Observe also, in adjusting<br />

the wye adjustment of the standards, that it will be best performed and more<br />

lasting when the last turns of the lower capstan-headed screw are always applied in<br />

an upward direction.

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