Böhmerwall.
Bestimmung des Azimuthes.
31
Objekt
Kreislage
Uhrzeit
Kreisablesung
wegen des Run
korrigiert
Korrektion
wegen
Neigung
Azimuth
des Sternes
Südpunkt
der
Kreisteilung
Azimuth
des Objektes
exklusive
Korrektion der
Kollimation
1890. August 16
. p. m.
a =l h
19 m 3 ? 0;
8 = +88° 43’ 8*5
; x — —
5 m 24 ? 6;
Tillenberg <>■
R
164° 12'
44*9
Polaris
0
15 u
58 m
3 ? 5
211 11
230
— 5*7
1° 12'
16 ! 2
29° 59' 1*1
134° 13' 43*8
w
16
0
11-0
31 12
27-6
4- 5-6
13
7-4
209 59 25-8
34-0
Tillenberg -fr
I,
344 12
59*8
Mittel =
= 134° 13' 38*90
A a’ = — 0-027 A a’ — 0-927 A d'
1890. August 16
. p. m.
a = l h
19 m 3*0;
8 = + 88° 43' 8*5
x = —
5 m 24*6;
Tillenberg -fr
«
L
74° 12'
7*2
Polaris
W
16 h
8 m
21 ? 5
121 14
50-8
4- 3*3
1° 16’
21 ï 0
299° 58' 33 ? 1
134° 13' 34*1
0
10
35-0
301 15
21-8
— 1-2
17
12*7
119 58 7-9
44-0
Tillenberg -fr
R
254 11
51 9
Mittel =
= 134° 13’ 39*05
A a' = — 0-026 A a' — 0-980 A ô’
1890. August 16. p. m.
a = l h
19 m 3*0;
8 = -i- 88° 43' 8*5
; * = —
5 m 24 ? 6;
Tillenberg <>■
R
209° 12'
3*6
Polaris
0
16 h
18 ra
31 ? 0
256 18
40-7
— 5 ! 5
1° 20’
13*8
74° 58' 21 r 4
134° 13’ 42*2
7?
W
20
56 0
76 19
45-8
4- 2-7
21
7-9
254 58 40-6
38-7
Tillenberg -fr
L
29 12
19*3
Mittel =
= 134° 13’ 40*45
A a’ = — 0-025 A a* — 1-030 A ô"
1890. August 16. p. m.
a = l h
19 m 3 ? 0;
8 = 4-88° 43’ 8*5
; x== —
5 m 24 ? 6;
Tillenberg -fr
L
119° 12'
41 -2
Polaris
W
16 h
26 m
18 ? 5
166 22
14-5
4- 2*4
1° 23'
6*4
344° 59’ 10*5
134° 13’ 30*7
n
0
28
23-5
346 22
35-9
— 2-2
51-6
164 58 42-1
44-7
Tillenberg -fr
R
299 12
26 8
Mittel =
= 134° 13’ 37*70
A«’ = - 0-024 A a’ — 1-067 A 8'
1890. August 16. p. in.
« = l h
19 m 3*0;
8 = 4-88° 43’ 8*4
; * = —
5 m 24*6;
Tillenberg -fr
R
194° 13'
15*0
Polaris
0
16 h
34 m
14*5
241 25
32*2
— 6*3
1° 25'
56*6
59° 59' 29*3
134° 13’ 45*7
r>
W
36
21-5
61 26
31*7
4- 5 3
26
41-0
239 59 56-0
30-9
Tillenberg -fr
L
14 13
26-9
Mittel =
= 134° 13' 38*30
A a’ = — 0-023 A a’ — 1*103 A S’
