Bernoulli, Daniel
,
Hydrodynamica, sive De viribus et motibus fluidorum commentarii
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HYDRODYNAMICÆ
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poſſunt, velocitate conſtanter effluerent, non excederet earum quantitas poſt
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tempus infinitum quantitatem pro eodem tempore theoriæ reſpondentem, niſi
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parvula quantitate, quæ in prino caſu exprimitur per {2mmN/mm - nn} log. </
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">& </
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ſecundo per {aN/n} log. </
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<
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<
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aliquot ſcrupulorum ſecundorum, idem theorema proxime locum habebit; </
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ut ſi v. </
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<
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">poſt decem prima minuta ſecunda effluxerit quantitas Q, effluxura
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fere ſit totidem minutis ſecundis proxime ſequentibus Q + {2mmN/mmn - n
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} log. </
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in altero caſu Q + {2N/n} log. </
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<
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nus expoſitam pertine
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t etiam motus aquarum per
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ſiphones. </
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">Indicat autem theoria, poſſe ſiphonis axem utcunque inflecti, ne-
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que inde motum aquarum deturbatum iri, modo altitudo ſuperficiei aqueæ ſu-
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pra orificium effluxus eadem maneat; </
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<
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">cum præterea aquæductus, ſiphones
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aut diabetæ hujuſcemodique vaſa alia ſoleant eſſe cylindrica erit ut monui §.
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dinem canalis aut ſiphonis: </
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erunt quantitates ſic interpretandæ, ubi de temporibus quæſtio eſt, ut 2 γ √ A
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repræſentet tempus quod corpus impendit in deſcenſum per altitudinem ver-
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ticalem A à quiete cœptum.</
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">Cæterum, ut dixi paſſim, nihil indicat ſingulare theoria hujus ſectionis,
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quod ſub ſenſus cadat, niſi in aquæ ductibus admodum longis, ad horizonta-
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lem valde obliquis & </
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enim concurrunt ad retardandas ſicque notabiles efficiendas accelerationes,
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quarum menſuræ potiſſimum theoriam commendant.</
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impedimenta ab adhæſione aquæ oriunda nimia ſint</
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