Bernoulli, Daniel
,
Hydrodynamica, sive De viribus et motibus fluidorum commentarii
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SECTIO DECIMA TERTIA.
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ſit infinitæ amplitudinis, vis repulſionis una cum velocitate aquarum effluen-
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tium ſenſim ſenſimque creſcat, aut etiam decreſcat pro circumſtantiarum na-
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xml:space
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tura: </
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fluxum ex vaſe infinito fieri æquabilem ponendo. </
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<
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xml:space
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vis repulſionis, ſi inquiratur, quænam ſit vis ad motum producendum re-
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quiſita: </
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<
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xml:space
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">Hunc vero in finem non ſolum ad velocitatem aquæ effluentis, ſed & </
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ad illius quantitatem erit reſpiciendum; </
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<
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xml:space
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">quantitas autem pendet partim à ma-
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gnitudine orificii, partim à contractione venæ, quæ poſterior variabilis eſt:
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</
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<
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Sectio venæ maxime contractæ ſive attenuatæ ceu orificium conſiderandum & </
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tunc dico fore vim repulſionis æqualem ponderi cylindri aquei, cujus baſis ſit
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orificium aquas tranſmittens (id eſt, Sectio venæ horizontalis maxime con-
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tractæ) & </
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">cujus altitudo ſit æqualis duplæ altitudini ſuperficiei aqueæ ſuprafo-
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ramen vel accuratius, duplæ altitudini, velocitati aquæ effluentis debitæ. </
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Igitur ſi nulla ſit venæ contractio, prouti nulla eſt, cum per tubulum brevem
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aquæ effluant, repulſio duplo aut fere duplo major erit, quam à Newtono de-
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finita fuit.</
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<
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principium aliquod Mechanicum cujus uſum in aliis etiam quæſtionibus ſol-
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vendis ſæpe expertus ſum: </
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<
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">Si corpus à quiete velocitatem eandem per preßiones motrices directas
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utcunque variabiles acquiſiverit, at que ſingulæ preßiones in tempuſcula ſua mul-
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tiplicentur, erit ſumma omnium productorum ſemper eadem, id eſt, ſi preßio
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fit = p, tempuſculum = dt, erit ſ p d t conſtans. </
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in Comment. </
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<
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aquæ horizontaliter effluant velocitate uniformi, abſtrahendo ab actione, quam
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gravitas exerit in particulas, poſtquam jam effluxerunt, ita ut ſingulæ hori-
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zontaliter & </
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ſionemque patiuntur, quamdiu maximus velocitatis gradus nondum adeſt,
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huncque obtinent cum ad locum venæ maxime contractæ pervenerunt; </
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eſt ratio, quod ſectionem venæ ibidem conceptam ceu orificium effluxus </
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