H
D1SSEETATIO DR
MOTU ÄPPARENTI STELLARUM FIXARUM
EX ABERRATiONE ET PARALLAXI ANNUA
CONJUNCT IM OR1UNDO.
CUJUS PAR TEM QUINTAM
CONSENSU ÄMPL. FAC. PHILOS. UPSAL.
p. p. Mag. I S B AEL B E R G M A N ASTRONOMI« DOCENS RESPONDENTE GEORG IO LINCK TST I P. HAMMARSKJÖLD. OSTUOGOTHO^'
SH AU DIT. GVST. DTE XXXI MARTH MDCCCXIX,
IT. P. M. S.
U P S A L I JE
KONUNGENS
TROMAKT* KAMMARRÄTTS RÅDET OCH RIDDARE!*
h6gÅdLE
herr
GUSTAF
NORDSTRÖM
SAMT
VALB O RM
fru
BEATA
NORDSTRÖM
född
KLÖFVERSRÖLD
Vordnadsfullt tillegnadt
Rf
) 33 C
i zzzfin Lat. cos P {hfin E -f-rcot E} -
fin P(bcos
E
- vfin
E)
-j- be cosdsecd'fin {P 4• dfi; ponaiur, ut
iupra?
b tmg u := ~, erit
v
i rrfin Lat. em P. b cosec u co?{E- ti")- bcosec
ufin(ii~E)finP
-4- bscos d sec d' fin QP 4- d')rs b cosec u ffin P.fin QE- «) 4-fin Lcii cos P ccs
(K
-nfi
-f- be eosd sec d'fin (P -4- d'); denique,
fi
pona-fin P tang P
cur -tång a e= -— ■— = —t—,utinJ.Y\,
fin Lat. cos P fin Lat.
b fin Pcos(E-u-a) be cosdfin(P4-d')
^
!->
:(§. XIV).finufin a ccsd
Similifer fubftituris valoribus qvantitaturn cos C, cos P
& AC, erit cos (C - P) =s cos Ccos P -4-fin C fin P
cos P (J) cos E -rfin E) 4- fin Lot. fin P (bfin
E-f-r cosE) S/[ffi cos E - rfin E)2-{- fin'2 Lat. [b fin E 4-rcos
E)*~fi
c& = cosP (b cos E-vfin E)4-fin Lat.fin P(bfin E]-{-r cosE)
- be
cosd sud' cos {P 4- d') ss
- b cosec u [cot P fin (E -u)
-fin Lat. fin Pcos ^E - u,] - be cosdsec cT eosQP d') Szt
cos P cot P
fi ponatur tanga' =—, ut jn §,vi.,
fin Latfin P fin Lat.
a~-bcosecu\j-cosP
coseca"cos{E-u-{-a''y\-hecosdsecefcos(P}-<£"), feu
u=sbcosec u cosPcoseca"cos(E-u4-&")-becosdsecd!cos[P-^-df)9
unde
) 34 (
#
&cos K-ii-¥■a") cos.P\ be-.coru-coi-i P -+• d.)
(IV) a = cos"fr~rr—T~"Deel 7 H~7
fnu.Jina ■ ~cosd cos Deel.
Valöres angul i E, ubi l'\ Tr
f
8c di' funt maximave!
rr o in hac & XIV. §, § inveniunrur ponendb
differen-riales harum quantifatum & tpfas qua rritafes sr:To, quo fa¬cto, därur angulus E, ubi a',
ü
8c cx funt rrro, & ubia' funt maxima per aequationes quarri gradus; ubi ve-ro ^ & ex! funr maxima, p:r sequariönes fexri gradus,
quas omnes aequationes, cum" longiores & rrsöatu
diffi-eiliores fint, quam ut111o-res, ad ferre fuperiedimus.. XVil.
Si parallaxis haberetur confians, esfer p pro rr fub-ftiruendum in allatis vaiorsbos quanritatum ex 8c ex!.
Aiia v.ro 8c exp-edirior eft via in Hoc cafu
d
& ex!in-veniendi.. Sit nempe, ut äurea, ABDE{üg.6 figura va-riarionis, quae nunc eriam eric circulus, fpe£latori ycro terreno apparens ur e11 ip(is f§. XV.)-, q,uae fit BPEr £ntque BE, AD, HT, FG portiones paralleli eciipricae
circuii latitudims, paralleli aequinoctialis 8c circuli.
decli-nationis, punctum C transeuntiumAT locus ftellae
appa-rens pro cerco tempore- tunc en t angulus NCE r=E-hå\ tång P
angulus HCE. rr: P, MCE= are (tång rr
=-jlllf J-j(XL* (g. W.J 8c NCM = E + n - a , unde s gfin (É -f- a - a') ßn P (v) d rr;. : ;—— -q- be cosdseed'fn{P.-f-d').. fin a ' . cot P
Si porro' angulus BOS [rr arc\tang rr 7—7—.)] (§.
hit Lat,
) 35
C
VI.) ponarur, srantea
,~a',
erit
NV—fm
(iBo°-E-
a-o")
gfin(E 4- a 4~ a ) cosP
fm (E 4- « 4-
«'
)&
c» ~ ~ //J17 Jul a
— be cos d secd' cos cP +
<0,
uride
gfin\E-\-a-\~
d')cosP
be
cosd
secd
cos(P
-4-
/-)
^ ^ym o" fox Z?m/. rox
Deel.
Hinc patet, esre
S
maximum,ubi
efl
fin
{E
-f-
a -a)
maximus, feu E =z 90° + « - .c,
J
s o,ubi
eil
be ßun cosd secd' fin (P 4~
d')
E ~ a' — a - nrc [fin— — —
],
*,/*
P
J
a' maximum, ubi efl: E =
90°
- a-a"
&
=o, cumefl:
befina"cosdsec
d'
cos{P
4-*0
E — are [/inJ ~ —
j
- a -a\
g CoS P
J
pofiris 0, dt P
conflantibus,
6c
angulis E
4-
a
-«'
&
JE 4- a 4- a"pofitivis'"&
<^iSo°.
§. XVIII.
Sequitur, ut
exempla
quaedam
adferamus
variationis
fixarum, refpe£lo motu telluris
elliptico.
Easdem
fumfi-mus ftellas & easdem élongationes
folis ab iis,
acin
§.
IX, ut eo melius apparear,
quid
valeat
excentricitas
orbi-tae telluris in determinanda variatione.Monendum etiam,
in hifce exemplis priorem terminum
cujusvis
formularum
(l), (II), (III),
<IV),poni
=B
&
pofteriorem
z=z
C.
) 3« C
r* Fro Varia tione
Longitiidmis»
Ex, 7 draconis
Vtvxh.Longit.=3^9°48'44'» Longit.fiella? = 8*25*25'49%
Lntitiido z=: 74°}7', .E =2 89°59's8"> * = 0,01681 , 1 + « = 1,01631, i - c = o, 93319, = 0V5, d = 5*i5°37y» P (i - é!2) E + d=z 6^5°37r, r = = i -«roj- (E -f-aj p(i + #)([- *) r • —
—-, unde, fi ponatur \^{Recos75°37'sO =
i 4- * ro/75 37 3'
p (1 -+- e) (1 - e) cos*A
tang A, erit r = ~Rl ,
&
le = 2.22557 lp = 1.69897 4- /mr 75°37/3/' = 9.39515 4 /(i-f-<Q = o . 00724 4- IRzzziUang A=17 . 64072 -f-/ (i-ff)~ i . 99264 Hang° A = g . 81036 4 2 lcos A ■=. \$. $9818 y, O ' ~l+ . -Ä = 3 41 50 _ -2IRzzlrzzz 1.69703, i?/; Ib = i . 30643 & ex formula = — 4. c. a.W = 10 . 30297 ltangu = 11 .60040 * = 88 35 3 1 ? deinde ex formula
Rbfin (n - E) be cos d Rb fin \°2^2y'
(i) t
-+
cosLat, fintt cosLat. cosLat,fin u
rf c* O ? f t
befinn 37 5 cos Lat►
r-co (ro *<«* VD O co f>- t*-Ö\ »h -^ •a-, \D «a» M OO QO C» OS v> 1-1 1 Cl CA O II II II II a j> + ^ 5 --» «o
+:
fö -5h vo O co eo cs t ' >/"N ~* O oCsco
C m ir. O VÄ OS r-os er VO O Cl O II IIÜÜ
II X CO -CO O 6 II II II II h* tj S Cl ^ s rt-t, ^ r< o . ,*. Q ~ 4* + 4* 1 CO -t-cl MD d es • -w O |{ I II II II «1 fi vo•c* VO s. * ~0 I O + e> il V) • >H G * r—I r-d S <D G O • r-t -H irH $-4Ctf > O Ph c* *q>cd sqj "3 us 3 • *—> <U "A r-II r-<T> lo ' -4 vs *"53 Ü-* *£ C/) £ o* cd o T3 c; 3 + r~\ na 1 rt II i V_/ II N ■-> O r- kr-UA r-+ + + « 04 il <L> SP r-V ro o to r-& > d K N **" CS £_ CO C\ O vo O ce vo Cs c» (i OS ov OS os I " O I H ^(f>wN
Ofl t 1 — so oe CS O O SO ro co I M M Q * nr-' nv »-« 0C vo ••' rj" CO SO sä • as Cl v. VO Cffc CO o oöoe oo II II II II II II II IJ II I] " " 11 + + i ■-» 1 o + + II SS cl l <« IA "*t^sO
cl so Cl OS fl os £ IX IA OS « O -• cl Z, 'S<v~
II II II II il r* V lA r» + §P ^ ■2 5 Cl ^ ft* +: CS fc*0 vT c: •»«» »v» + s ti fel so ii Qr*K
<") v =
) 38 (
bßnLat cos-[K- u) beßndfm Lat.
Rfinn R 2
bfin Lat. cos
88°36'3 i"
befin icf
2zfi
%"
fin Lat.Rfin ii R2
Ib — i , 30643 Ib = 1 . 30643
-I- tfin Lat.:sss 9 . 98484 *
-h'le
2.22557-4-/ros&$,*36'29" = 8 • 3b54ö +lfi.i 1*12
35"
= 9 • 39512-4- f. a. Ifihu =0.00013 -4- lfinLat. = 9 . 98484
- 2 IR = IB z=z 1.67686
- 2 IR=IC = 2.91196
i? = o",475i7 C= o",o8i65
A' =z B - C = o",39352.
3. Pro Variatione Declinationis.
Ex. t5 y urfae minoris.
Quoniam eft Perih. Long. z=z
Longit.
fiel-1« =
4*ii°58'58".
d—39°10,4"'
erlt'Pofito
£=93°34-P O - «*) _
£ + <* = 3'44°44 '4 ■» r —
,_,«,/(£■+ rf)
~
jx (1 + O
7
_~9;
, fi ponatur
V(®e fin
4J°44
'4)
i -4- efin 42°44
i4,/
i» (< + o (t -
6
t<u4^
r„ „ r.= r= •
El
P°"°^
flellae = 7V13V, £ = 93°34
52"
&
4^ \ t »o ^3 Ö il L k?ba a 4 4 »V *■>
4?*
I
•CS
*3 II i"+i"
1
5-i 1!II
iiim
OnMi
O VOVO
»3uo
OV^I OOCI
4-OV
W9V
M COoo
to
OOO
W
Nj 4*to
so
<-n
4
COW^
W»S<*
(?\
*4
Ö Ö-CO_oc_ o u> •Oi
O V/l M O•" ^3 ^II
+s
^vi
IIII
lf
o o so 4-Oa sa»II oo O CA 4-4 a 4-f «S--^ 44^
Ö Crq iÖ k °^°^
^4»x
iiii
ii
ii
"
ii
oo V© sc so UJ OO • •• • 0 =c VC SC o so OO 4k OO os — QO 4k"" >Ol 4k Tt o f1 4k Q uo 'S-VA ?2c
Cr*vi 5 Cr3 Sl, rS t-» V nr"—», 4** a c§ ^*. V£o w o kO OO VC so cc 0 o K> v^l CO-vj vjk t>i o I-* 4 4 T /^A r-r>e 1 <-»k c* 4» ♦v o 4k 4\ n SP ocOO CA 4-IIII
II
sc- SDSCVCSC Ol tOoo Ov 4 ^-v» + II o 45* II OCAOso -J-CO KJ kO4-A|
.00SCl&Mfc
Måv) 40 ( E = 159°2437 » E -f d = MS*37V = 3*J5*37V. p (i - *2) K1 -*-0(i - 0 1 -CCOS(E + d) i■+■*/»
S5°37V
Vföfin 55*37V) P (i + «) (i - «) cos2A A i \ # ' V. / // Q , //• =ztangA,rzz — , « = 19 J>3? p = 72 34'12" (§. ix. 4)J
le zzl z.22557 //? =5 i .69897 lfin 55°37V' == 9•9»661 -4-/(14.<?) => 0.00724 -hlR= 2l langA22= 18 . »4218 -f-/(1 -0 — * •99264 ltangA -=s: 9.07109 --hllcos A =219.99402 ^ = 6 43 3 - 2 IR—Ir 22= 1.69287 fin Lat. tang if4733"fang11 2= —f tang a 2= Ä
Ib z= 1 , 30643 /fin Lat- 2= 9.961OO
-+• £, fl./r ■= 10. 30713 -hltang \3*47'3.3"=-9 . 3900z
Itangu ss 11 .61 356 - /J? rs
Langd!
2=: 9 . 35102« == 8 i9"
JE - « + fl" = 89°56'2i" P -h d' 5/45 21"
RbcosQE-u -+- a")cosP be cosd cos (P -f- rf'} £IV) os —
^ jj£C^ßnu ßna" cosd' cosDeel.
(b ess I • 30643 = I .. 30643
«4-!cOs(E-U 7.02602 -4" sas 2 .22557
-4- lcosP = 9 .48046 H-/co/rf = 9. 98729
5 4« ( -f- c. a. Ißnu = o . 00013 -+• c. a. Ifma' zz 0.48441 -2 IR = IB zz i . 83487 B zz o"j68370 cc = B — C -4- r, o. Icosd' zz o. 0:067 -+- r. a. hos Deel.= i . 5374Z - 2 IR zz IC = O . 76954 C zz 5 j88z14 = ~ 5">'9§44
Ex figura 4. 5c
conftruclione
formularum (!')
5c (IV)
conftat, valöres poümvos ipforum / 5c oc tantum indicare,
hafee lineas fpeftitori terreno dextrorfum ab 5
h.
e. con¬tra ordinem lignorum videri, 5c negatives, esfe
easdem
finiftrorfum ab 5 h7 e. fecundum ordinem fignorumfum-endas. Formulae itaque allatae, fi quantirates
f
5c aex-hibent pofirivas, has
esfe
fubtrahendas,
5c fi negativas,
easdem esfe addendas longitudini 5c asfeenfioni re£lasftellae, fignificant. Sic valör
ipfius
/',
in exemp'.o
1.§.
XVIII, inventus, eft longitudiniaddendus, unde fit
dif-ferentia quantitatum /'
paragraphi IX.
(pofito
p zzo",5)
5c hujus §. =i",2789z.
Qu
odad
fignum
quantitatis
A'
attiner, ex figuris 1. 5c 2. patet , partes
figura?
variatio-nis, qua? fupra GK
5c
defitae
funt,
perprojeftionem
de-primi infra 5c quae
infra
funt elevari
fupra, ubi latitudo
ponitur borealis, qua?
5c
pofitiva
habeatur.
In
conftruen-dis autem formulis (V) 5c (II) plagas a K verfus A 5c ab e verfnsGpro pofitivis habuimus,ergo
fiunt
proje&ione
negativae; quare valöres
ipfius
A',
quosformulae pofitivos
exhibent, funt fubtrahendi: quos negativos, addendi lati-tudini ftellae. Latitudo autern fi föret auftralis, manerentportiones GL/f,
dDe
tirculi
aberrationis
pofitiva? 5c GHK>
dEe negativa?;
latitudo
veroipfa
tunceslét negativa;
i-taque valöres ipfins
A',
quosexhibent
formula?
(2),
(II)
pofitivos,
femper
minuunr,
quosnegativos,
femper
augent
la-5 42 C
Jatitudinem ftellae. Variarioni o idern fignum eft tribuen-dum, ac id, quod formulae (3), (III)
proeftant.
§. XIX.
Ex antecedentibus conftar, figuram
variatiorils
esfe
circulum, etiem pofuo motu telluris
variabili,
modo
utparallaxis habsarur
conftans.
Redat
tandem,
utquaeratur
locus pun&i S' (fig. 2.),
refpe&is
motuvariabili teliuns
ac excentricitate orbirce ejusdem & quod ad aberranonem & quod ad parallaxin.
Fonantur irsque
CQ
= x,S'Q~y,
& ut antea CG—bi angulusqueBCG-S'GH—v,
eruntp2{i - e2)2 ** + J„i _ S'C2 = b* 4- S'G> - b> 4-- —
(a)
%
(1 - e cosv)2 p (1 - e2) cosv y - bfmv = S'G. cosv — (b),unde
J ' i - e cos v bfinv {ecos v- 1) = p (1 - e2) cos v - y
(c
- ccosv);
&, Ii ponantur cos v — u, p (1 - c2) — c,
b2e2u* - 2b7 ett* /£2 _ ^2 ^ ,2 __ 2cey
4-4- 2(£a« - ty - ey*)u 4- y2 - b* —o,
feu,
pofit/s
b2e2
—m,2b2e — 11, &3(i - e2) + ra = d, mu* - nzz1 4~ (d - 2cey 4- e2y2)n2 4- (» - 2cy - uy2)u f- y2 -
b2
=0(c).
Oritur porro ex aequatione (a)
g-fx* 4* yz " b2)n2 4* 2e (b2 - x2 - y2)u y2 4*
F*
-(b* + e*J = 0 (d);
) 43
(
& quoniam,
exterminatione
ipfius
ufa£a
inter
duas
quascunque aequationes
quarti
Sc
{ecundi
gradus
An^ -}~ Bu* ~f" Cm2 -4~ Du E — o
Sc
am2 -f* bu -f- c — o,oritur haec inter coöfficientes A, B, C, D, E, a, b, c
sequatio
aic2C2 - 2ac*AC - la^cCE - abc^BC +
b-czACy
-fc4^2 + 2a*c*AE -
bc>AB +
ß4£2
+
^bcBE
- cib^cAE - a^bcCD -f- ^abc^AD + b>cAD
S
rr O,
- a'bDE + cib*cBD + a*b*CE - ab'BE
4- b+AE + ac'B* +
a^cD* +
2a*c*BD
orietur, exterminato n inter
aequationes
(c)
Sc
(d),
asqua-tio duodecimi gradus inter
coordinatas
#Sc
y;itaque via
apparens tfellae
cujus
vis fixae,
aberratione
Sc paraliaxi
an-nua limul afFeftae, eft curva duodecimi ordinis.
Corrigenda.
p. pagina. 1.
linea.
f.
fuperne.
i.
inferne.
lege: p. §, 1. ji. u
S
= g cos[a
A-
E)
—l,
p.16.
1.18.
19. f. fin (Lat. Ip he.
ßn
Lat)
:Rad.
feu
(t
Ißl
be
cosLat.)
fin Lat. : R, p. i\.
1.
5.6.
f.
angulo
complernento
ejus,
cujus finus=fin Lat. taug.
differentiae
&c.,
1.
4. 5.6. i.
csspro ßn Sc ßn pro cos, p. 22.
1.
4.g.
9. 10.f.,
p. 23.1.
1.
f. m pro n, n pro m