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
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
<
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.002031
">
<
pb
pagenum
="
384
"
xlink:href
="
010/01/392.jpg
"/>
<
arrow.to.target
n
="
marg515
"/>
</
s
>
</
p
>
<
p
type
="
margin
">
<
s
id
="
s.002032
">
<
margin.target
id
="
marg515
"/>
Cap. 8. cur
<
lb
/>
exiguæ aquę
<
lb
/>
guttæ ſupra
<
lb
/>
<
expan
abbr
="
libellã
">libellam</
expan
>
aquæ
<
lb
/>
aſcendunt.</
s
>
</
p
>
<
p
type
="
main
">
<
s
id
="
s.002033
">
<
emph
type
="
center
"/>
PROP. CLXXXVIII.
<
emph.end
type
="
center
"/>
</
s
>
</
p
>
<
p
type
="
main
">
<
s
id
="
s.002034
">
<
emph
type
="
center
"/>
<
emph
type
="
italics
"/>
In fiſtulis strictioribus altiùs aqua eleuari debet, quàm in
<
lb
/>
latioribus, & in fistulis æqualibus, ſed in æqualiter ad
<
lb
/>
aquæ ſuperficiem inclinatis aqua ad eamdem
<
lb
/>
altitudinem eleuatur.
<
emph.end
type
="
italics
"/>
<
emph.end
type
="
center
"/>
</
s
>
</
p
>
<
p
type
="
main
">
<
s
id
="
s.002035
">ET primo loco percipitur quare in fiſtulis latio
<
lb
/>
ribus aqua ad minorem altitudinem eleuatur,
<
lb
/>
quàm in ſubtiliſſimis, & anguſtiſſimis canalibus: &
<
lb
/>
eſt, quia adhærentia, & connexio aquæ parietibus
<
lb
/>
internis canalium maiorem proportionem ad molem
<
lb
/>
aquæ inſinuatæ extenſiuè, & intenſiuè in canaliculis
<
lb
/>
ſubtiliſſimis, habet quàm in amplis, & capacioribus.
<
lb
/>
</
s
>
<
s
id
="
s.002036
">Et quoad extenſionem pertinet, quia vis adhæſionis
<
lb
/>
menſuratur à contactibus, & ideò à ſuperficie inter
<
lb
/>
na canaliculorum, è contrà reſiſtentia menſuratur à
<
lb
/>
pondere cylindri aquei contenti in ijſdem canalicu
<
lb
/>
lis, eſtque proportio cylindrorum aqueorum
<
expan
abbr
="
eiuſdẽ
">eiuſdem</
expan
>
<
lb
/>
altitudiais duplicata eius rationis, quam habent eo
<
lb
/>
rum perimetri | interni, igitur quanto magis creſcit
<
lb
/>
interna canalis amplitudo, tantò magis minuitur ad
<
lb
/>
hæſio, & augetur reſiſtentia ponderis ipſius aquæ
<
expan
abbr
="
cõ-tentæ
">con
<
lb
/>
tentæ</
expan
>
. </
s
>
<
s
id
="
s.002037
">Imminuitur poſteà gradus intenſiuus internæ
<
lb
/>
<
arrow.to.target
n
="
marg516
"/>
<
lb
/>
adhæſionis, proptereà quod, vt dictum eſt ſupra,
<
expan
abbr
="
nõ
">non</
expan
>
<
lb
/>
eſt æquè valida facultas, & energia adhæſionis aquę,
<
lb
/>
& connexionis | cum parietibus internis |in | vniuerſo
<
lb
/>
illo argine montuoſo, ſed eſt minus efficax, quantò
<
lb
/>
magis ab internis parietibus remouetur. </
s
>
<
s
id
="
s.002038
">Modò iņ </
s
>
</
p
>
</
chap
>
</
body
>
</
text
>
</
archimedes
>