Zweite Ausgleichung. 
Berechnung der Koordinaten-Unterschiede. 
1. Meifsner — Knüll. 
sin MeilnsKn 
sin MeiKn — sin Meilns 
sin MeiKnlns 
MeilnsKn = 38 56 22,811 —■ (6) + (7) 
9,798 3064.8—26,06 (6) + 26,06 (7) 
9,906 1693.9 
4,667 5199.2 = log 
9,846 4742.4 + 2,1,35 (9) — 2I /35 ( IO ) = logsin t, 
9,852 4545.9 — 20,77 (9) + 2,0,77 ( IO ) — lo & cos 
log (j2 — yi) = 4,513 9941-6 — 26,06 (6)4-26,06 (7)4-2,1,35 (9) — 21,35 (10) 
4- 15,48 (11) — 15,48 (12) 
log (x 2 — x,) = 4,519 9745.1 — 26,06 (6) 4- 26,06 (7) — 20,77 (9) + 20,77 ( I0 ) 
4- 15,48 (ix) — 15,48 (12) 
;'i= —32 658,3444-0,19597 (6)— 0,19597 (7)— 0,16055 (9)4-0,16055(10) 
—0,11641 (11)4-041641 (12) 
MeiKnlns = 53 40 37,915 — (11) 4-(12) 
9,906 1693.9 — 15,48 (11) 4- 15,48 (12) 
Xi—Xt = — 33 111,1694-0,19869 (6)—0,19869 (7)4-0,15836 (9)—0,15836(10) 
—o, 11802(11) 4-0,11802 (12) 
2. Knüll — Taufstein. 
sin InsMeiKn . sin KnlnsKr . sin KnKrTaui 
sin InsKnMei . sin KnKrlns . sin KnTaufKr 
O / II O /11 
InsMeiKn = 87 23 5,930— (8)4- (9) InsKnMei =53 40 37,915—(u)-h (12) 
KnlnsKr =63 6 55,391— (5) 4— (6) KnKrlns =65 21 7,552 4-(15) — (19) 
KnKrTauf = 39 40 30,110 — (18) 4- (19) KnTaufKr — 90 45 2,609 — (20) 4- (21) 
9,906 1693.9 — 15,48 (11) 4- 15,48 (12) 
9,958 5102.54- 9,66(15)— 9,66(19) 
9,999 9627.2 4- 0,28 (20) — 0,28 (21) 
9,864 6423.6 
59,86 (11) 4- 59,86 (14) 
7,4i(9)+ 7,4i(io)+ 7,41(11)— 7,41(14) 
log sin ¿2 
log cos 4