Fabri, Honoré
,
Dialogi physici in quibus de motu terrae disputatur
,
1665
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ſionis coni incumbunt; itemque ex baſi ML ; pares certè cum paribus
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contranituntur, ſinguli ſcilicet cylindri cum ſingulis; igitur neutra pars
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prævalet, ſi verò non reſcindatur ſegmentum ME, equidem ſinguli
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cylindri ducti ex ſingulis punctis baſis ML pugnant cum ſingulis ductis
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ex baſi AB, hi tamen victores ſunt; quia fortiores; cùm ſingulis vis
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preſſionis ſecundùm majorem conum, vel angulum incumbat; igitur
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quamvis alioquin anguſtiſſimus ſit canaliculus, ſi tamen ſupra libellam
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AG non producatur, par vtrimque eſt vis preſſionis; ac proinde
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neutra pars prævalet; vnde, ni fallor, tuus ille paralogiſmus ſolutus
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manet. </
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Auguſtin.
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<
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id
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s.001856
"> Ex dictis rectè deduco, aquam attolli altiùs in longiore, ca
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naliculo; nempe in longiore, angulus preſſionis acutior & minor eſt,
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quàm in breviore v. g. angulus DFE, minor eſt angulo DME, vt
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patet. </
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Antim.
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<
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"> Hoc erat tertium experimentum; aqua enim in canaliculis
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longioribus tantulùm immerſis altiùs aſſurgit: & niſi nimiæ obſtarent
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anguſtiæ, per quas ſine aliqua vi aqua traduci nequit, ad quamcumque
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certè altitudinem aqua aſſurgeret. </
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Auguſtin.
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<
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id
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s.001860
"> Prudenter occurriſti inſtantiæ, quam tibi facere meditabar;
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alia tamen longè difficilior ſeſe mihi objicit ; cùm enim ſinguli preſſionis
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cylindri ſingulis contranituntur; perinde eſt, five laxior ſit canaliculus,
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ſive anguſtior, quod tamen experimentis repugnat, cùm per canalicu
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lum anguſtiorem longè altiùs humor aſſurgat. </
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Antim.
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<
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"> Haud inficior, difficultatem à te propoſitam eam eſſe, quæ in
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genio tuo digna eſſe videatur; quam tamen, ni fallor, ſatis facilè ſolvo:
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nempe aër preſſus majorem vim non imprimit ſuperficiei majori AB
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quàm minori DE; Cogita diſoum ligneum, quo premitur ſuperficies A
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B, motu vt vnum, itemque alium minorem, quo premitur ſuperficies DE,
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motu vt vnum; certè vterque æqualem vim imprimit ſuperficie, DE &
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AB; licèt enim alter major ſit, & majorem ſuperficiem premat; quia
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tamen idem aër compreſſus circumfuſus vtramque æquè premit, æqua
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lis ſemper preſſionis effectus ſequitur, id eſt, ejuſdem quantitatis aquæ
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elevatio; cæteris tamen paribus: vbi enim hæc elevata eſt, & ab eadem
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vi premente ſuſtinetur, nullus alius effectus illi competit, cùm tota in
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eo exeratur; dixi cæteris paribus, id eſt, ſuppoſita eadem proportione
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preſſionis aëris incumbentis ſuperficiei canaliculi, ſi enim propter bre
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vitatem canaliculi prædicta proportio creſcat, vel ſit major canaliculus,
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ac proinde angulus preſſionis major, itemque major preſſio, haud dubiè
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aqua minùs altè per canaliculum aſcendit: Suppoſita autem eadem pro
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portione preſſionum, altitudines aquæ elevatæ in diverſis canaliculis,
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ſunt vt baſes permutando, vt pater, v.g. ſi baſis vnius ſit dupla baſis alte
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riùs, altitudo ejus erit dupla altitudinis illius, vt ſcilicet cylindri æqua
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les ſint. </
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Chryſocom.
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<
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id
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"> Iam optimè intelligo id, quod paulò ante capere non po
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teram; quod ſcilicet, vt aiebas, ad quamcumque altitudinem aqua poſ-</
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