Bernoulli, Daniel
,
Hydrodynamica, sive De viribus et motibus fluidorum commentarii
Text
Text Image
Image
XML
Thumbnail overview
Document information
None
Concordance
Notes
Handwritten
Figures
Content
Thumbnails
List of thumbnails
<
1 - 10
11 - 20
21 - 30
31 - 40
41 - 50
51 - 60
61 - 70
71 - 80
81 - 90
91 - 100
101 - 110
111 - 120
121 - 130
131 - 140
141 - 150
151 - 160
161 - 170
171 - 180
181 - 190
191 - 200
201 - 210
211 - 220
221 - 230
231 - 240
241 - 250
251 - 260
261 - 270
271 - 280
281 - 290
291 - 300
301 - 310
311 - 320
321 - 330
331 - 340
341 - 350
351 - 360
361 - 361
>
161
(147)
162
(148)
163
(149)
164
(150)
165
(151)
166
(152)
167
(153)
168
(154)
169
(155)
170
(156)
<
1 - 10
11 - 20
21 - 30
31 - 40
41 - 50
51 - 60
61 - 70
71 - 80
81 - 90
91 - 100
101 - 110
111 - 120
121 - 130
131 - 140
141 - 150
151 - 160
161 - 170
171 - 180
181 - 190
191 - 200
201 - 210
211 - 220
221 - 230
231 - 240
241 - 250
251 - 260
261 - 270
271 - 280
281 - 290
291 - 300
301 - 310
311 - 320
321 - 330
331 - 340
341 - 350
351 - 360
361 - 361
>
page
|<
<
(166)
of 361
>
>|
<
echo
version
="
1.0RC
">
<
text
xml:lang
="
la
"
type
="
free
">
<
div
xml:id
="
echoid-div181
"
type
="
section
"
level
="
1
"
n
="
141
">
<
p
>
<
s
xml:id
="
echoid-s4817
"
xml:space
="
preserve
">
<
pb
o
="
166
"
file
="
0180
"
n
="
180
"
rhead
="
HYDRODYNAMICÆ
"/>
doquidem nemo nec ſuper plano verticali incedere nec dato tempore viam in-
<
lb
/>
finitam abſolvere poteſt; </
s
>
<
s
xml:id
="
echoid-s4818
"
xml:space
="
preserve
">Statuamus viam hanc minimæ defatigationis cum
<
lb
/>
horizontali angulum facere A C B 30. </
s
>
<
s
xml:id
="
echoid-s4819
"
xml:space
="
preserve
">graduum.</
s
>
<
s
xml:id
="
echoid-s4820
"
xml:space
="
preserve
"/>
</
p
>
<
p
>
<
s
xml:id
="
echoid-s4821
"
xml:space
="
preserve
">Quod ſi ita ſit, erit tympanum calcatorium ita fabricandum, ut pon-
<
lb
/>
dus deſiderata velocitate ſuperetur, cum calcator perpetuo triginta gradib{us} à
<
lb
/>
puncto tympani infimo diſtat.</
s
>
<
s
xml:id
="
echoid-s4822
"
xml:space
="
preserve
"/>
</
p
>
<
p
>
<
s
xml:id
="
echoid-s4823
"
xml:space
="
preserve
">Ex eodem principio etiam inter machinas diverſi generis ſelectus eſt
<
lb
/>
faciendus: </
s
>
<
s
xml:id
="
echoid-s4824
"
xml:space
="
preserve
">ita v. </
s
>
<
s
xml:id
="
echoid-s4825
"
xml:space
="
preserve
">gr. </
s
>
<
s
xml:id
="
echoid-s4826
"
xml:space
="
preserve
">ſi in ergatis vectiarius potentiam exerat, ſeu preſſionem
<
lb
/>
horizontalem, quæ efficiat quartam ſui proprii ponderis partem, hocque niſu
<
lb
/>
ſingulis minutis primis ſpatium 200. </
s
>
<
s
xml:id
="
echoid-s4827
"
xml:space
="
preserve
">ped. </
s
>
<
s
xml:id
="
echoid-s4828
"
xml:space
="
preserve
">abſolvat, is fere ut puto eodem de-
<
lb
/>
fatigabitur modo, ac ſi eadem velocitate tympanum rotatorium ad angulum
<
lb
/>
30. </
s
>
<
s
xml:id
="
echoid-s4829
"
xml:space
="
preserve
">grad. </
s
>
<
s
xml:id
="
echoid-s4830
"
xml:space
="
preserve
">calcet; </
s
>
<
s
xml:id
="
echoid-s4831
"
xml:space
="
preserve
">interim tamen pondus duplum eodem tempore ad eandem al-
<
lb
/>
titudinem hoc modo feret calcator, quia cæteris paribus preſſionem duplam
<
lb
/>
exerit.</
s
>
<
s
xml:id
="
echoid-s4832
"
xml:space
="
preserve
"/>
</
p
>
</
div
>
<
div
xml:id
="
echoid-div183
"
type
="
section
"
level
="
1
"
n
="
142
">
<
head
xml:id
="
echoid-head189
"
xml:space
="
preserve
">Regula 2.</
head
>
<
p
>
<
s
xml:id
="
echoid-s4833
"
xml:space
="
preserve
">§. </
s
>
<
s
xml:id
="
echoid-s4834
"
xml:space
="
preserve
">5. </
s
>
<
s
xml:id
="
echoid-s4835
"
xml:space
="
preserve
">Exiſtente eadem potentia abſoluta dico omnes machinas, quæ
<
lb
/>
nullas patiuntur frictiones & </
s
>
<
s
xml:id
="
echoid-s4836
"
xml:space
="
preserve
">quæ nullos motus ad propoſitum finem inutiles
<
lb
/>
generant, eundem effectum præſtare neque adeo unam alteri præferendam
<
lb
/>
eſſe.</
s
>
<
s
xml:id
="
echoid-s4837
"
xml:space
="
preserve
"/>
</
p
>
</
div
>
<
div
xml:id
="
echoid-div184
"
type
="
section
"
level
="
1
"
n
="
143
">
<
head
xml:id
="
echoid-head190
"
xml:space
="
preserve
">Demonſtratio.</
head
>
<
p
>
<
s
xml:id
="
echoid-s4838
"
xml:space
="
preserve
">Ex mechanicis conſtat machinam utcunque compoſitam reduci poſſe
<
lb
/>
ad vectem ſimplicem: </
s
>
<
s
xml:id
="
echoid-s4839
"
xml:space
="
preserve
">igitur omnem machinationem hydraulicam repræſen-
<
lb
/>
tare licebit ſimplici antlia vecte inſtructa Fig. </
s
>
<
s
xml:id
="
echoid-s4840
"
xml:space
="
preserve
">47. </
s
>
<
s
xml:id
="
echoid-s4841
"
xml:space
="
preserve
">ubi nempe embolus ope ve-
<
lb
/>
<
note
position
="
left
"
xlink:label
="
note-0180-01
"
xlink:href
="
note-0180-01a
"
xml:space
="
preserve
">Fig. 47.</
note
>
ctis M N mobilis circa punctum M detruditur, atque ſic aqua per orificium F
<
lb
/>
expellitur. </
s
>
<
s
xml:id
="
echoid-s4842
"
xml:space
="
preserve
">At vero ſi potentia movens P vecti applicata intelligatur in N, vi-
<
lb
/>
demus ex præcedente propoſitione nihil lucri accedere potentiæ abſolutæ ab aucta
<
lb
/>
vel diminuta longitudine vectis M N: </
s
>
<
s
xml:id
="
echoid-s4843
"
xml:space
="
preserve
">& </
s
>
<
s
xml:id
="
echoid-s4844
"
xml:space
="
preserve
">certe quæcunque ſit iſta longitudo
<
lb
/>
fieri poteſt, ut potentia movens eadem atque invariata velocitate mota eandem
<
lb
/>
aquæ quantitatem eodem impetu expellat, ſi modo amplitudo antliæ A B ra-
<
lb
/>
tionem habeat conſtantem ad longitudinem vectis M N. </
s
>
<
s
xml:id
="
echoid-s4845
"
xml:space
="
preserve
">Ex quibus perſpi-
<
lb
/>
cuum eſt, omnes machinas eadem potentia abſoluta eundem effectum præſtare,
<
lb
/>
ſi modo à frictionibus motibuſque ad deſtinatum finem inutilibus animus ab-
<
lb
/>
ſtrahatur.</
s
>
<
s
xml:id
="
echoid-s4846
"
xml:space
="
preserve
"/>
</
p
>
</
div
>
</
text
>
</
echo
>