Borelli, Giovanni Alfonso
,
De motionibus naturalibus a gravitate pendentibus
,
1670
Text
Text Image
Image
XML
Thumbnail overview
Document information
None
Concordance
Figures
Thumbnails
Page concordance
<
1 - 30
31 - 60
61 - 90
91 - 120
121 - 150
151 - 180
181 - 210
211 - 240
241 - 270
271 - 300
301 - 330
331 - 360
361 - 390
391 - 420
421 - 450
451 - 480
481 - 510
511 - 540
541 - 570
571 - 579
>
Scan
Original
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
507
508
509
510
<
1 - 30
31 - 60
61 - 90
91 - 120
121 - 150
151 - 180
181 - 210
211 - 240
241 - 270
271 - 300
301 - 330
331 - 360
361 - 390
391 - 420
421 - 450
451 - 480
481 - 510
511 - 540
541 - 570
571 - 579
>
page
|<
<
of 579
>
>|
<
archimedes
>
<
text
>
<
body
>
<
chap
>
<
p
type
="
main
">
<
s
id
="
s.002461
">
<
pb
pagenum
="
466
"
xlink:href
="
010/01/474.jpg
"/>
<
arrow.to.target
n
="
marg636
"/>
<
lb
/>
currit ad replendum ſpatium derelictum, ſcilicèt
<
expan
abbr
="
dũ
">dum</
expan
>
<
lb
/>
<
expan
abbr
="
lignũ
">lignum</
expan
>
ab AD vſque ad KL mouetur expellit è ſupre
<
lb
/>
mo loco cylindrum aqueum AKLD, hæc verò aqua
<
lb
/>
antecedentem vrgendo fertur ad replendum
<
expan
abbr
="
ſpatiũ
">ſpatium</
expan
>
<
lb
/>
derelictum à baſi BC, non ſecùs ac in rota ſolida, vel
<
lb
/>
in ſiphone circulari contingit. </
s
>
<
s
id
="
s.002462
">at aqua AKLD diſce
<
lb
/>
dit è ſupremo loco certa, ac determinata velocitate,
<
lb
/>
ea ſcilicèt, qua cylindrus AC aſcendit: ergò quando
<
lb
/>
eadem aqua tranſportatur lateralitèr deorsùm ab A
<
lb
/>
G versùs FB
<
expan
abbr
="
nõ
">non</
expan
>
videtur ferri debere minori, aut ma
<
lb
/>
iori velocitate, quam priùs conceperat, poſſidebat
<
lb
/>
que in ſuo diſceſſu è ſupremo loco KD, cum non im
<
lb
/>
pediatur, nec impellatur à collaterali aqua vaſis æ
<
lb
/>
quilibrata, neque à ſubiecta, quæ ſponte ſua virtu
<
lb
/>
te exceſſus ſui momenti in ipſo ſiphone defluit. </
s
>
<
s
id
="
s.002463
">Si igi
<
lb
/>
tur eodem tempore fluidum, & ſolidum ęqualia ſpa
<
lb
/>
tia percurrunt in ſiphone illud ſursùm aſcendendo,
<
lb
/>
hoc verò deorsùm deſcendendo, erunt profectò æ
<
lb
/>
qualia inter ſe, hoc enim minimè verificari poſſet ni
<
lb
/>
ſi ſiphonis canales eſſent æquales, & æ què ampli, vn
<
lb
/>
de deducitur, quod orificia ſiphonum ſolidi nempè,
<
lb
/>
& fluidi, ſcilicèt amplitudo aquæ fluentis ſit æqualis
<
lb
/>
amplitudini ſolidi eleuati. </
s
>
</
p
>
<
p
type
="
margin
">
<
s
id
="
s.002464
">
<
margin.target
id
="
marg636
"/>
Cap. 11. gra
<
lb
/>
uia in fluido
<
lb
/>
velocitati
<
lb
/>
bus inæqua
<
lb
/>
libus ferri
<
lb
/>
debere.</
s
>
</
p
>
<
p
type
="
main
">
<
s
id
="
s.002465
">Vt verò fulcimentum prædicti ſiphonis reperiatur,
<
lb
/>
concipi debet radius phyſicus aquæ excurrentis, &
<
lb
/>
cylindri ſolidi FE, & in loco eius intermedio B di
<
lb
/>
ſtinguens aquam à ligno cadet fulcimentum prædi
<
lb
/>
ctæ libræ, quia ſcilicèt ſuper baſes æquales BE, & FB
<
lb
/>
inſiſtunt moles æquales ligni nempè BEQA, & aquæ </
s
>
</
p
>
</
chap
>
</
body
>
</
text
>
</
archimedes
>