Bernoulli, Daniel
,
Hydrodynamica, sive De viribus et motibus fluidorum commentarii
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HYDRODYNAMICÆ.
"/>
mercurio, in vaſe alio ſervato, tantillum, ſic ut pars ſubmerſa tubi ſit C α,
<
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non ſolum non aſcendit mercurius in tubo uſque in β (ſumta ſcilicet C α =
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M β) ſed & </
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<
s
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xml:space
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">omnis fere effluit, donec ſuperficies M N pervenit in α. </
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>
<
s
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xml:space
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">Por-
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ro tubum A C D B vacuum ſat profunde mercurio, qui erat in vaſe alio,
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/>
ſubmerſi, nec tamen prius quicquam influere cœpit ex vaſe in tubum,
<
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/>
quam ad altitudinem C M eſſet ſubmerſus; </
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>
<
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xml:space
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">& </
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>
<
s
xml:id
="
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"
xml:space
="
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">tunc ſtatim eo usque influit
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donec ab utraque parte ad libellam ſit conſtitutus, nempe usque in M N, ſi
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ad eum locum usque erat ſubmerſus. </
s
>
<
s
xml:id
="
echoid-s774
"
xml:space
="
preserve
">Omnia hæc ex mutua particularum
<
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/>
mercurialium attractione facile deducuntur. </
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>
<
s
xml:id
="
echoid-s775
"
xml:space
="
preserve
">Cæterum dedi operam ut in-
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/>
veſtigarem relationem, quæ eſt inter altitudinem M C & </
s
>
<
s
xml:id
="
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"
xml:space
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preserve
">amplitudinem
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foraminuli o; </
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>
<
s
xml:id
="
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xml:space
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preserve
">veriſimile utique eſt altitudinem illam eſſe in ratione recipro-
<
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/>
ca diametri ad foraminulum pertinentis; </
s
>
<
s
xml:id
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echoid-s778
"
xml:space
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preserve
">nec tamen experimento conjectu-
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ram ſatis confirmare potui, tum ob impuritatem mercurii quo utebar, quæ
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faciebat, ut non variato foramine in iteratis experimentis altitudo ſuſpenſi
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mercurii ſibimet ipſi non omnino conſtaret, tum etiam, quod difficile eſt
<
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foraminula minima accurate metiri; </
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>
<
s
xml:id
="
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"
xml:space
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">debent enim foraminula eſſe minima,
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quandoquidem altitudo mercurii ſuſpenſi vix eſt ſex octove linearum, cum
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/>
diameter foraminis ſextam partem lineæ æquat, dicam tamen qua metho-
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/>
do uſus fuerim. </
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>
<
s
xml:id
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xml:space
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">Filis nempe æneis, quibus in inſtrumentis muſicis utun-
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tur, diverſæ craſſitiei, quorum diametros minimas ex longitudine & </
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>
<
s
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="
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xml:space
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">pon-
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dere eorum rectiſſime cognovi, chartulam C D perforavi; </
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>
<
s
xml:id
="
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"
xml:space
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">ſed ſic ſolent
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oriri circa latera foraminis fimbriæ quæ effluxum impediunt, & </
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>
<
s
xml:id
="
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xml:space
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">facile ſucce-
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dit ut foramen majus ſit quam eſt craſſities fili.</
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<
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">Ad §. </
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xml:space
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">Filum æneum rotundum, cujus dia-
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meter erat {2/11} lin. </
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<
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xml:space
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">Paris. </
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xml:space
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">cui ſucceſſive pondera continue majora appende-
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bantur, prius non diſruptum fuit, quam ad 18. </
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<
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">lib. </
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">Norimb. </
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<
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xml:space
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">pondus ex-
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creviſſet. </
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<
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="
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xml:space
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">Dein tenuiſſimam lamellam plumbeam, cui rectangularis figura
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erat, {5/4} lin. </
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<
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xml:space
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">latam, {1/131} lin. </
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<
s
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xml:space
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">craſſam rumpi obſervavi cum eidem appenſum
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eſſet pondus trium unciarum cum dimidia. </
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<
s
xml:id
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xml:space
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">Ex hiſce obſervationibus dua-
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bus ſequitur cæteris paribus filum ex ære plus quam 28. </
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>
<
s
xml:id
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xml:space
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">vicibus fortius eſſe,
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quam filum ex plumbo. </
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<
s
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"
xml:space
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">Ex priori experimento quoque deducitur, ſi tubus
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æreus diametrum habuerit unius pedis, & </
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<
s
xml:id
="
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xml:space
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">craſſities laterum fuerit {2/11} lin. </
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<
s
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">poſſe
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eum aquam ſuſtinere ad altitudinem 518. </
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<
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">pedum priusquam rumpatur. </
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<
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xml:space
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">In
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hoc calculo dedi pedi cubico aquæ pondus 70. </
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<
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