226 
I. P. Koch. 
Summary ofthe lengths of sides in metres. 
| log side) side | | log side side | 
| | | | | | 
I —П 3.16137 | 14500 VI —V | 4.25823 |181230| X —V 
Ш | 3.47151 | 2961.5 | VIII | 4.29124 | 19554.2 | VII 
IV | 3.22831 | 1691.6 | XII | 4.43284 | 27091.9 | VIII 
IX |3.34783 | 2227.6 | | | | IX 
XI 3.13995 | 1380.2 | | x 
SUR | 9163| you ans | 6241.8), XU 
| 2 У 3.99928 | 9983.4 | 
И — 1) 316150 | 1450.0) vi 3.95806 | 89941 | xy = 
IIT |3.33704 | 2172.9 1x 282219 | 66403 | = 
IV |3.31497 | 2065.2 ne 
| 7 .10942 a od III 
и | XI 389525 | 7856.9 IV 
XI | 2.95713 | 906.0| = IN. 
KR ем и XII 3.16144 | 5773.5 | VII 
See М |3.96786 | 9286.7 | IX 
Ш —I [3.47151 | 2961.5 | | | x 
II | 3.33704 | 2172.9 | | 0 
ТУ 3.28365 | 1921.5| УШ —V 4.06357 |11710.5 | хи II 
VII 3.11948 | 52418 | VI | 4.29124 |19554.2 у 
IX | 3.64309 | 4396.3 | УП 3.95396 | 89941 VI 
XI |3.48812 | 3077.0 | IX 4.13820 |13746.7 | VII 
XII |3.10219 | 5037.2| X 4.26941 | 18595.6 | VIII 
О |3.39917 | 2507.1 | XII 4.14631 | 14005.8 IX 
| | О 4.17899 |15100.4 x 
IV —I |3.22831 | 1691.6| | 
II 3.31497 | 2065.2 M 
III | 3.28365 | 1921.5 | МУ 
IX |3.39596 | 2498.6) IX —I | 3.34783 | 2297.6 | aia 
XI 3.42360 | 2652.2 | II 3.55877 | 3620.5) XII 
| | ПТ 3.64309 | 4396.3. 
У —VI 4.25823 | 18123.0 IV | 3.39596 | 24886] © —I 
VII 3.99928 9983.4 У 4.21534 | 16418.7 | II 
VIII |4.06857 |11710.5 VII |3.82215 | 6640.3 | III 
IX | 4.21534 | 16418.7 VIII | 4.13820 | 13746.7 | У 
x | 4.35406 | 22597.5 X | 3.79079 | 6177.2 | VIII 
XII 3.96791 | 9287.7 | XI | 3.55294 | 3512.2, IX 
M |3.72258 | 5279.3 | ХИ | 3.96425 | 9209.8 X 
O |3.42299 | 2648.4 | RT 
О 4.19812 |15780.4 | 
stood on a natural plinth, into 
distances. 
There can hardly be any 
side 
| log side 
‚4.35406 | 22597.5 
'4.10542 | 12747.3 
4.26941 | 18595.6 
3.79079 | 6177.2 
| 3.87297 | 7464.0 
4.17600 | 14996.8 
3.87474 | 7494.5 
3.13995 | 1380.2 
2.956713 | 906.0 
|3.48812 | 3077.0 
‚ 3.42360 | 2652.2 
| 3.89525 1856.9 
| 3.55294 | 3572.2 
3.87297 | 7464.0 
| 3.06800 | 1169.5 
13.70219 | 5037.2 
| 3.96791 | 9287.7 
| 4.43284 | 27091.9 
| 3.76144 | 5773.5 
4.14631 | 14005.8 
(3.96425 | 9209.8 
|4.17600 | 14996.8 
‚3.74740 | 5589.9 
3.12958 5279.3 
3.96786 | 9286.7 
3.74740 | 5589.9 
12.7129 | 516.3 
|2,98851 | 973.9 
|3.39917 | 2507.1 
4.19812 | 15780.1 
4.17899 | 15100.4 
3.429299 | 2648.4 
|3.87474 | 7494.5 
1169.5 
| 3.06800 
| 
which it became merged at greater 
doubt that greater accuracy would 
have been attained by pointing the top of the cairn. The altitude of 
the latter above the brass bolt was easy to determine by marking 
off on the bamboo rod, before the latter was erected above the brass 
bolt, and the determination of the altitude of the telescope in relation 
to the top of the cairn would only require a levelling of the station 
