Bernoulli, Daniel, Hydrodynamica, sive De viribus et motibus fluidorum commentarii

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[51.] De vaſis quæ ſunt Tubis verticalibus inſtructa. Ad §. 22. & 23.
[52.] De iisdem vaſis, quibus tubi horizontales inſeruntur. Ad §. 24.
[53.] De canalibus recurvis. Ad §. 27.
[54.] HYDRODYNAMICÆ SECTIO QUARTA. De variis temporibus, quæ in effluxu aquarum deſiderari poſſunt. §. 1.
[55.] Experimenta quœ ad Sect. IV. pertinent.
[56.] Ad Theoriam Contractionis Venarum aquearum Experimentum 1.
[57.] Experimentum 2.
[58.] Experimentum 3.
[59.] Experimentum 4.
[60.] Experimentum 5.
[61.] Ad Theoriam aquarum per tubos effluentium. Experimentum 6.
[62.] Experimentum 7.
[63.] Experimentum 8.
[64.] Ad theoriam aquarum, quæ ex vaſis ampliſsi-mis à puncto quietis usque ad datum veloci-tatis gradum effluunt. Experimentum 9.
[65.] Experimentum 10.
[66.] Experimentum 11.
[67.] Experimentum 12.
[68.] HYDRODYNAMICÆ SECTIO QUINTA. De motu aquarum ex vaſis conſtanter plenis. §. 1.
[69.] Problema.
[70.] Solutio.
[71.] Caſus 1.
[72.] Caſus II.
[73.] Scholion 1.
[74.] Scholion 2.
[75.] Scholion 3.
[76.] Scholion 4.
[77.] Corollarium 1.
[78.] Corollarium 3.
[79.] Corollarium 4.
[80.] Problema.
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page |< < (37) of 361 > >|
5137SECTIO TERTIA.
De his quæ pertinent ad effluxum aquarum ex Cy-
lindris verticaliter poſitis, per Lumen quod-
cunque, quod eſt in fundo horizontali.
§. 13.
GEometræ, quibus de aquis ex vaſe erumpentibus ſermo fuit, con-
ſiderare potiſſimum ſolent cylindros verticaliter poſitos:
Igitur haud
abs re erit ex theoria noſtra generali conſectaria illa, quæ huc per-
tinent, deducere.
Sit amplitudo cylindri ad amplitudinem foraminis ut m
ad n;
altitudo aquæ ſupra foramen, cum fluxus incipit = a; altitudo aquæ
reſiduæ = x, altitudo velocitati aquæ internæ debita = v;
erit in æquatio-
ne canonica paragraphi octavi y = m, N = mx (per §.
6.) quæ adeoque
abit in hanc æquationem.
mxdv - {m3/nn}vdx + mvdx = - mxdx, vel
(1 - {mm/nn})vdx + xdv = - xdx
multiplicetur hæc poſterior æquatio per x{- mm/nn}, ut habeatur
(1 - {mm/nn})x- {mm/nn} vdx + x1 - {mm/nn}dv = - x1 - {mm/nn}dx.
Poteſt jam hæc æquatio integrari: obſervanda autem eſt in Integratio-
ne conſtantis additio, talis nempe, ut a fluxus initio, id eſt, cum x = a,
ſit velocitas fluidi nulla, ipſaque proin v pariter = o:
ita vero oritur:
x1 - {mm/nn} v = {nn/2nn - mm}(a2 - {mm/nn} - x2 - {mm/nn}) vel
v = {nna/2nn - mm}(({a/x})1 - {mm/nn} - {x/a})
§. 14. Ex hâc igitur æquatione cognoſcitur altitudo generans velocita-
tem aquæ internæ;
ubi notari meretur, ſi vas ſit ampliſſimum, mox poſſe
cenſeri v = {nn/mm}x, poſtquam ſcilicet vel tantillum deſcendit aqua, id

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