76 
III. §. 18. 
Theorie der Höhcnmessung. 
O 
Wir haben also: 
auf Station B 
auf Station 6 T 
y 
© 
io 
T-l 
II 
//" z= 300 T 
s = 3500 T 
Eh 
o 
o 
GO 
II 
e — 0» 10' 30" 
c" = — 1° 54' 36"5 
1 — k =r 
2r 
log (s -j- s") = 3,88649 
log (¿' — /) = 2,84510« 
log (/ —/*) == 6,73159« 
. A" — A' — — 4- 
I CO 1 
log s ' = 3,54407 
log e = 2,79934 
log - == 4,68557 
log / 
1,02898 
— = +10,69 
CO 
3,62325 
3,83737« 
= 4,68557 
2,14619« 
= —140,02 
log e == 3,83737, 
log 
U — 4- 150 
+ — = — 150,71 
Ii 
s d . Ä « 
CO CO 
0,71 
lo£ 
log 2 7* 
9,85126, 
6,81631 
lo£ 
= 3,26841« 
log (l — k) = 9,93598 . . 
Der Coefficient der Strahlenbrechuua: k 
+ 1 
. . 0,8629 
"= 0,1371 
a" + — 
co 
h = j ff + i£_ (K + it)Cr I 
s —s" ( CO \ ‘ CO / s ' 2 \ 
4* 159,98 K 4 = 4-160,69 ... log —2,20599 
231,40 
Io 
» )2 
s 
j | = — 71,42 ... log = 1,85382» 
log/= 7,08814 
log — a - — 3,26841« 
«5 S 
log h = 2,21037 
Die Höhe von A .... h = 162,32 T 
0,15836 
2,36435 
4- 231,40