Page:EB1911 - Volume 08.djvu/835

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808
EARTH, FIGURE OF THE
  


Stations. Astronomical
Latitudes.
Distance of
Parallels.
  °  Ft.
Formentera 38 39 53·17 · ·
Mountjouy 41 21 44·96 982671·04
Barcelona 41 22 47·90 988701·92
Carcassonne 43 12 54·30 1657287·93
Pantheon 48 50 47·98 3710827·13
Dunkirk 51   2   8·41 4509790·84

The distance of the parallels of Dunkirk and Greenwich, deduced from the extension of the triangulation of England into France, in 1862, is 161407·3 ft., which is 3·9 ft. greater than that obtained from Captain Kater’s triangulation, and 3·2 ft. less than the distance calculated by Delambre from General Roy’s triangulation. The following table shows the data of the English arc with the distances in standard feet from Formentera.

  ° Ft.
Formentera · · · ·
Greenwich 51 28 38·30 4671198·3
Arbury 52 13 26·59 4943837·6
Clifton 53 27 29·50 5394063·4
Kellie Law 56 14 53·60 6413221·7
Stirling 57 27 49·12 6857323·3
Saxavord 60 49 37·21 8086820·7

The latitude assigned in this table to Saxavord is not the directly observed latitude, which is 60° 49′ 38·58″, for there are here a cluster of three points, whose latitudes are astronomically determined; and if we transfer, by means of the geodesic connexion, the latitude of Gerth of Scaw to Saxavord, we get 60° 49′ 36·59″; and if we similarly transfer the latitude of Balta, we get 60° 49′ 36·46″. The mean of these three is that entered in the above table.

For the Indian arc in long. 77° 40′ we have the following data:—

  ° Ft.
Punnea 8 9 31·132 · ·
Putchapolliam 10 59 42·276 1029174·9
Dodagunta 12 59 52·165 1756562·0
Namthabad 15 5 53·562 2518376·3
Daumergida 18 3 15·292 3591788·4
Takalkhera 21 5 51·532 4697329·5
Kalianpur 24 7 11·262 5794695·7
Kaliana 29 30 48·322 7755835·9

The data of the Russian arc (long. 26° 40′) taken from Struve’s work are as below:—

  ° Ft.
Staro Nekrasovsk  45 20 2·94 · ·
Vodu-Luy 47 1 24·98 616529·81
Suprunkovzy 48 45 3·04 1246762·17
Kremenets 50 5 49·95 1737551·48
Byelin 52 2 42·16 2448745·17
Nemesh 54 39 4·16 3400312·63
Jacobstadt 56 30 4·97 4076412·28
Dorpat 58 22 47·56 4762421·43
Hogland 60 5 9·84 5386135·39
Kilpi-maki 62 38 5·25 6317905·67
Torneå 65 49 44·57 7486789·97
Stuor-oivi 68 40 58·40 8530517·90
Fuglenaes 70 40 11·23 9257921·06

From the are measured in Cape Colony by Sir Thomas Maclear in long. 18° 30′, we have

  ° Ft.
North End 29 44 17·66 · ·
Heerenlogement Berg  31 58 9·11 811507·7
Royal Observatory 33 56 3·20 1526386·8
Zwart Kop 34 13 32·13 1632583·3
Cape Point 34 21 6·26 1678375·7

And, finally, for the Peruvian arc, in long. 281° 0′,

  ° Ft.
Tarqui 3 4 32·068 · ·
Cotchesqui 0 2 31·387 1131036·3

Having now stated the data of the problem, we may seek that oblate ellipsoid (spheroid) which best represents the observations. Whatever the real figure may be, it is certain that if we suppose it an ellipsoid with three unequal axes, the arithmetical process will bring out an ellipsoid, which will agree better with all the observed latitudes than any spheroid would, therefore we do not prove that it is an ellipsoid; to prove this, arcs of longitude would be required. The result for the spheroid may be expressed thus:—

a = 20926062 ft. = 6378206·4 metres.
b = 20855121 ft. = 6356583·8 metres.
b : a = 293·98 : 294·98.

As might be expected, the sum of the squares of the 40 latitude corrections, viz. 153·99, is greater in this figure than in that of three axes, where it amounts to 138·30. For this case, in the Indian arc the largest corrections are at Dodagunta, + 3·87″, and at Kalianpur, - 3·68″. In the Russian arc the largest corrections are + 3·76″, at Torneå, and - 3·31″, at Staro Nekrasovsk. Of the whole 40 corrections, 16 are under 1·0″, 10 between 1·0″ and 2·0″, 10 between 2·0″ and 3·0″, and 4 over 3·0″. The probable error of an observed latitude is ± 1·42″; for the spheroidal it would be very slightly larger. This quantity may be taken therefore as approximately the probable amount of local deflection.

If be the radius of curvature of the meridian in latitude that perpendicular to the meridian, the length of a degree of the meridian, the length of a degree of longitude, the radius drawn from the centre of the earth, the angle of the vertical with the radius-vector, then

A. R. Clarke has recalculated the elements of the ellipsoid of the earth; his values, derived in 1880, in which he utilized the measurements of parallel arcs in India, are particularly in practice. These values are:—

The calculation of the elements of the ellipsoid of rotation from measurements of the curvature of arcs in any given azimuth by means of geographical longitudes, latitudes and azimuths is indicated in the article Geodesy; reference may be made to Principal Triangulation, Helmert’s Geodasie, and the publications of the Kgl. Preuss. Geod. Inst.:—Lotabweichungen (1886), and Die europ. Längengradmessung in 52° Br. (1893). For the calculation of an ellipsoid with three unequal axes see Comparison of Standards, preface; and for non-elliptical meridians, Principal Triangulation, p. 733.

Gravitation-Measurements.

According to Clairault’s theorem (see above) the ellipticity of the mathematical surface of the earth is equal to the difference , where is the ratio of the centrifugal force at the equator to gravity at the equator, and is derived from the formula . Since the beginning of the 19th century many efforts have been made to determine the constants of this formula, and numerous expeditions undertaken to investigate the intensity of gravity in different latitudes. If be known, it is only necessary to determine for the evaluation of e; consequently it is unnecessary to determine absolutely, for the relative values of at two known latitudes suffice. Such relative measurements are easier and more exact than absolute ones. In some cases the ordinary thread pendulum, i.e. a spherical bob suspended by a wire, has been employed; but more often a rigid metal rod, bearing a weight and a knife-edge on which it may oscillate, has been adopted. The main point is the constancy of the pendulum. From the formula for the time of oscillation of the mathematically ideal pendulum, , being the length, it follows that for two points .

In 1808 J. B. Biot commenced his pendulum observations at several stations in western Europe; and in 1817–1825 Captain Louis de Freycinet and L. I. Duperrey prosecuted similar observations far into the southern hemisphere. Captain Henry Kater confined himself to British stations (1818–1819); Captain E. Sabine, from 1819 to 1829, observed similarly, with Kater’s pendulum, at seventeen stations ranging from the West Indies