i30 CALCVLVS OBSERV. TRANSITVS 



L. fin. z^ 1=9.9912440 



L, I— o.399S4<J7 L^— 0.3910907 



L. 5^;? =0.3910907 LSm.O^v—^.sfg^jSs^ys 



L.cor G?vz= 8. 9919429 L. ^=:o.388988a 



L. — ^=19. 383033^ L. -i? 0) — i.3 88988ij 



-^?t»i~-o,24i5.Tr L. /—2. 9(^73598 



Oi;z=927, <J + o, 2415.-31 L.T ^Oi^z^M^T^Th 



?Gv= 1°. 31' 

 AG? = 32. 22 



A G 1^::= 30. 51 



Nunc particuk i? X praebet decremcntum 

 Tab. V. o, 8585. AT-t- o, 0572. ^, atparticula vY dat incre- 

 Fig- 21. mentum o, 5127. y -j- o. 0051. ^ ; quare diftantia 

 centrorum correda habebitur: 



927,<J+o, 2415. 7r-o,85S5-A:+o, 5127. J^-o, 0521. d 

 quantitati pi8.o + v" aequanda , ex quo oritur haec 

 aequatio : 



9,<J=y-o,24i5.7r-fo, 8585.a'-o,5i27.j/+o. 0521.^ 



IV. Obferuatio contaftus extemi circa egres- 

 fiim Tempore vero 7^ 19'. 21''- 



Tempus poft meridiem 7*. 19'. 21" praebet 

 anguium QFz verfus ortum 109°. 50'. 15" cuius 

 deinceps 70°. 9'. 45''. Eft vero tempus Parifinum 

 huius obferuationis 13*. 46'. 21'^, vnde ^=1 3*. 3<5'. 



28" — 3, (J07777 



Log^ 



