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GENERAL OUTLINE OF A TRIGONOMETRICAL SURVEY.
borne in mind in all topographical and geodesical operations, the spirit of which is as much as possible to work from whole to part, and not from part to whole.
By the former method errors are subdivided, and time and labour economised; by the latter, the errors inseparable from even the most careful observations are constantly accumulating, and the work drags on at a slower rate and an increasing expenditure.
MEASUREMENT OF A BASE LINE.
IN fixing upon an appropriate site for the measurement of a base line, a level plain should obviously be selected where both ends of the base would be visible from the nearest trigonometrical points. Where extreme accuracy has been required, steel chains, glass, deal, and platinum rods have at different times been used for the purpose of determining its length; but each of these units of measurement, whichever is preferred, must be supported so as to ensure its being laid perfectly level. The whole thus forms a portion of a great circle, which has ultimately to be reduced to its proper measure at the level of the sea at one mean temperature.
In measuring a base for the topographical survey of any small detached portion of ground, it will be sufficient for ordinary purposes to measure its length carefully, two or three times, with a chain which has been compared with a standard *, and if necessary from the irregularity of the ground to take an accurate section along the line (which should be laid out with a theodolite, between marks at each extremity), from which it can be reduced, by calculation, to its true horizontal value. The length of a base, which has subsequently to be determined with the most minute accuracy, by means of glass rods, compensation bars, or other contrivance, is generally first measured two or three times in this manner.
The exact measurement of a base is perhaps the most difficult and the most important part of a trigonometrical survey, as upon its accuracy that of every subsequent proceeding depends. In the account of this operation on the Trigonometrical Survey of England and Wales, published in 1801, will be found detailed accounts of the base measured on Hounslow Heath, in 1784, with
* A spiral spring, something like that used in weighing-machines, is attached to the end of a chain used for purposes requiring much accuracy; this indicates the power of tension exerted, which should always be the same as when compared with the standard. The surveyors under the Tithe Commission Act are furnished with this contrivance.
Ramsden's steel chain, at first intended solely for the purpose of connecting by triangulation the Observatories of Paris and Greenwich, but afterwards made the first step in the trigonometrical survey of England. This base was measured a second time with prepared deal rods *, and again by a combination of these two methods, the mean of the three valuations being 27404.0137 feet at the level of the sea. The details of the base of verification (i. e. the actual measurement of the side of a remote triangle, whose length had been previously obtained by calculation) in Romney Marsh, in 1787, are also given in the same work, as well as the remeasurement of the original base on Hounslow Heath, in 1791, and of another base of verification on Salisbury Plain, in 1794, which is stated to have corresponded exactly with its mean length, as obtained by calculation in three different triangles.
A detailed account has recently † (1847) been drawn up by Captain Yolland, R.E., of the mode adopted by General Colby to obtain the accurate value of the base measured on the Ordnance Survey of Ireland, at Loch Foyle, in the county of Londonderry, in which work will also be found a quantity of scientific information connected with the principal triangulation. The principles of the contrivance, in which it differs from all other methods that have preceded it, consist in always preserving, by a mechanical compensation obtained by the use of two metals having different powers of expansion and contraction, exactly the same distance between two points at the extremities of the compensation bars, instead of allowing, as had been hitherto done, for this expansion or contraction, according to the temperature at which each rod was laid, and in obtaining a visual instead of an actual contact of
* The deal rods were first laid, as it is termed, "in coincidence;" that is, lines drawi across them, near their extremities, were made to coincide most accurately by fine screws, as in the sketch,
but this method occupying a considerable time,
their spherical ends were afterwards brought in contact and the measurement was continued in this manner, so that no decision was arrived at as to the comparative accuracy of the two modes; that by coincidence would, however, appear likely to be more minutely correct than the one adopted.
Many years after the 1st edition of this work; the short popular description of the process of using the bars is however retained.
the rods. This will be explained by the following short description of the compensation bars and the method of using them.
Two bars, one of iron and the other of brass, 10 feet long, placed parallel to each other, were riveted together at their centres, it having been previously ascertained, by numerous experiments, that they expanded and contracted in their transitions from cold to heat, and the reverse, in the proportion of three to five. The latter was coated with some non-conducting substance to equalise the susceptibility of the two metals to change of temperature; and across each extremity of these combined bars was fixed a tongue of iron, with a minute dot of platinum, almost invisible to the naked eye, and so situated on this tongue, that, under every degree of expansion or contraction of the rods, the dots at each end always remained at the constant distance of 10 feet. This will be better understood by reference to the sketch below.
A is the iron bar (about five-eighths of an inch wide and one and a half deep), the expansion of which is represented by three; B the brass bar (of the same size), the expansion of which is five, the two being riveted together at the centre C; DE and de are the iron tongues pinned on to the bars, so as to admit of their expansion, with the platina dots at D and d. The tongues are by construction made perpendicular to the rods at a mean temperature of 60° Fahrenheit, and the expansion taking place from their common centre, when A expands any quantity which may be expressed by three, B expands at the same time a quantity equal to five, and the position of the tongues is changed to D F, df, the dots D and d remaining unalterably fixed at the exact distance of ten feet. It is evident from this construction, that the dots at the extremities of these bars could not, if desired, be brought either into actual contact or coincidence; but a more correct plan was adopted, which consisted in laying each rod so that the dot at its extremity should always be at a fixed distance from that at the end of the next rod. This was effected by means of powerful
microscopes, attached to the end of similar short compound bars *, 6 inches long, mounted on a stand, by which means they could be laid perfectly horizontal by a spirit level, the microscopes in these bars occupying the position of the dots on the longer rods. These dots, after the rods had all been carefully levelled, were brought exactly under the microscopes by means of three micrometer screws attached to the box in which each rod was laid, so that it could be moved to either side, backwards or forwards, elevated or depressed, as required, the rods being laid on supports equidistant from the centre of the box, that they might always have the same bearing. The point of starting was a stone pillar, with a platina dot let into its centre, with a transit instrument placed over it, by which the line was laid out with the greatest precision, with the assistance of sights at each end of the bars; an average of about 250 feet being completed in one day, and five boxes, giving a length of 52 feet, being levelled and laid together.
About 400 feet of this measured base was across the river Roe, and clumps of pickets were driven at intervals of about 5 feet 3 inches apart from centre to centre, by a small pile engine, on the heads of which the boxes containing the compound rods rested. At the end of each day's work a triangular stone was sunk at the end of the last bar laid, with a cast-iron block fitting over it, having a brass plate with a silver disk let into the middle of the brass, which was adjustable by means of screws. This disk was brought exactly under the focus of the extreme microscope, and served as a starting point the following day, a sentinel being always left in charge of this stone, which was further secured by a wooden cover screwed over it.
The total length of the measurement of this base amounted to about 8 miles; 2 miles were subsequently added by a method described in the next page, making the entire distance between the two extremities rather more than 10 miles.
* This was the usual distance between the foci of the microscopes; but to meet cases where the uneven surface rendered it difficult to bring the short bars to a level at this distance, it was sometimes diminished to one half. Microscopes of different lengths were used where the inclination of the ground rendered it necessary to lay the boxes on different levels, so that the platina dots might be brought in the focus of each microscope. The old base of verification on Salisbury Plain has recently been remeasured with these compensation bars.