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Extra info for Die Triangulation von Java Ausgeführt vom Personal des Geographischen Dienstes in Niederländisch Ost-Indien: Zweite Abtheilung: Die Basismessung bei Simplak

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W. << 159 Zusammen Für diesen Tag würden wir also finden : 98,5 R + 2 X' 288 : 159 u. s. w. Nennen wir 288 .. p und 159 ... q, so ist also (( (( (( (( (( (( = = ~ { X und die Correction t (A' - A) R + B' - B I von diesem Betrage. 9. nahe gleich 0,55; es war aber jeden Tag nahe von p derselben Grösse; es lohnte also die Mühe nicht, diese kleine Correction für jeden Tag besonders zu berechnen. Für jeden Theil der Basis wurden die gleichnamigen Zahlen addirt, und wenn man die erhaltenen Summen durch das Zeichen :l: andeutet, so wurde für jeden Theil der Basis berechnet In unserem Beispiel ist das Verhältniss :l:.

1259 oder 1,259 Millimeter. Auf gleiche Weise wurde gefunden : Für den zweiten Theil wegen III : ............ 0,291 mM. » IV : ............ 0,469 >> 0, 760 1020 Mikrons )) 219 )) Für den dritten Theil 0,519 mM. 0,554 )) 1,075 )) )) ZWEITE MESSUNG. Erster Theil B bis H, Wegen III: ........... 0,596 mM. IV:. . . .... 0,646 » ,, hierbei ~~ 1,242 0,266 )) 1,508 )) Zweiter Theil, 0,295 mM. 0,275 )) 0,568 Dritter Theil, 0,576 mM. 0,520 )) )) )) 1,096 » Die Correction für die drei Theile der Basis zusammen ist also für die erste Messung.

Es wurden auf diese eise gewählt: 'V aus der Unterabtheilung E, (erste Messung), der 6 August 1873, wo 11 0 Meter gemessen wurden) (( (( (( (( 130 << << ) , « 29 « K, ( « « (( (( (( 150 S, (zweite . << ) , << 29 October << << (( (( (( (( (( Die Summe der Theilungsfehler betrug : Unterabtheilung. Ie E K s I, le-Ia +2,2 +35,1-32,9 -3,0 +41,3 -44,3 +1,9 +45,3 -43,4 P(Ie-Ia) IIe II, IIe-IIa Q(IIe-IIIa) -20,1 -14,1 +138,8 -152,9 -27,1 -18,2+144,3-162,5 -26,6 -18,4 +194,4- 212,8 - 91,4 - 97,2 -127,2 Ilh III.

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