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

Table of contents

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[161.] Regula 8.
[162.] Scholium.
[163.] Regula 9.
[164.] Scholium.
[165.] Scholium Generale.
[166.] (B) De machinis hydraulicis aquas ſine not abili impetu ex loco humiliori in altiorem tranſportantibus. Regula 10.
[167.] Demonſtratio.
[168.] Corollarium.
[169.] Scholium 1.
[170.] Scholium 2.
[171.] Scholium Generale.
[172.] Commentationes ſpeciales de Cochlea Archimedis.
[173.] Problema.
[174.] Solutio.
[175.] Scholium 1.
[176.] Scholium 2.
[177.] Scholium 3.
[178.] Scholium 4.
[179.] Problema.
[180.] Solutio.
[181.] Scholium 1.
[182.] Scholium 2.
[183.] (C) De Machinis, quæ ab impetu fluidi, veluti vi venti moventur.
[184.] HYDRODYNAMICÆ SECTIO DECIMA. De affectionibus atque motibus fluidorum elaſti-corum, præcipue autem aëris. §. 1.
[185.] Digreſsio de refractione radiorum per atmoſphæ-ram transeuntium.
[186.] Problema.
[187.] Solutio.
[188.] Problema.
[189.] Solutio.
[190.] Corollarium 1.
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            natis amplitudinibus foraminum M, N, R, per m, n, p, fore L P
              <lb/>
            = {mm/nn} X B H; </s>
            <s xml:id="echoid-s4400" xml:space="preserve">Q R = {mm/pp} X B H: </s>
            <s xml:id="echoid-s4401" xml:space="preserve">Eſt vero B H + L P + Q R æqualis al-
              <lb/>
            titudini ſuperficiei A B ſupra foramen ultimum R ſeu D R; </s>
            <s xml:id="echoid-s4402" xml:space="preserve">erit igitur
              <lb/>
            B H + {mm/nn} X B H + {mm/pp} X B H = D R,
              <lb/>
            & </s>
            <s xml:id="echoid-s4403" xml:space="preserve">proinde B H = D R: </s>
            <s xml:id="echoid-s4404" xml:space="preserve">(1 + {mm/nn} + {mm/pp}); </s>
            <s xml:id="echoid-s4405" xml:space="preserve">pariterque
              <lb/>
            L P = {mm/nn} X D R: </s>
            <s xml:id="echoid-s4406" xml:space="preserve">(1 + {mm/nn} + {mm/pp}) atque
              <lb/>
            Q R = {mm/pp} X D R: </s>
            <s xml:id="echoid-s4407" xml:space="preserve">(1 + {mm/nn} + {mm/pp}), ſeu
              <lb/>
            B H = D R: </s>
            <s xml:id="echoid-s4408" xml:space="preserve">(1 + {mm/nn} + {mm/pp})
              <lb/>
            L P = D R: </s>
            <s xml:id="echoid-s4409" xml:space="preserve">(1 + {nn/mm} + {nn/pp})
              <lb/>
            Q R = D R: </s>
            <s xml:id="echoid-s4410" xml:space="preserve">(1 + {pp/nn} + {pp/mm})
              <lb/>
            atque ſic determinantur ſitus invariabiles ſuperficierum H L, P Q, &</s>
            <s xml:id="echoid-s4411" xml:space="preserve">c. </s>
            <s xml:id="echoid-s4412" xml:space="preserve">At
              <lb/>
            quanto tempore id fiat, ſi aliter ſuperficies illæ ſint poſitæ & </s>
            <s xml:id="echoid-s4413" xml:space="preserve">quænam inte-
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            rea aquæ quantitas per ſingula foramina fluat, inferius examinabimus unà cum
              <lb/>
            aliis quæſtionibus eo pertinentibus: </s>
            <s xml:id="echoid-s4414" xml:space="preserve">Jam vero ex allatis valoribus altitudi-
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            num B H, L P, Q R &</s>
            <s xml:id="echoid-s4415" xml:space="preserve">c. </s>
            <s xml:id="echoid-s4416" xml:space="preserve">præcipuas affectiones deducemus.</s>
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            <s xml:id="echoid-s4418" xml:space="preserve">§. </s>
            <s xml:id="echoid-s4419" xml:space="preserve">20. </s>
            <s xml:id="echoid-s4420" xml:space="preserve">I. </s>
            <s xml:id="echoid-s4421" xml:space="preserve">Cum ſingula foramina ſunt inter ſe æque ampla, erit B H =
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            L P = Q R &</s>
            <s xml:id="echoid-s4422" xml:space="preserve">c. </s>
            <s xml:id="echoid-s4423" xml:space="preserve">& </s>
            <s xml:id="echoid-s4424" xml:space="preserve">quævis iſtarum altitudinum toties continebitur in altitu-
              <lb/>
            dine D R, quoties vaſa replicantur.</s>
            <s xml:id="echoid-s4425" xml:space="preserve"/>
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            <s xml:id="echoid-s4426" xml:space="preserve">II. </s>
            <s xml:id="echoid-s4427" xml:space="preserve">Si vero aliquod foraminum ſit infinite parvum ratione reliquorum,
              <lb/>
            erunt omnes ſuperficies, quæ ſunt cis foramen poſitæ, in eadem altitudine
              <lb/>
            cum prima ſuperficie A B: </s>
            <s xml:id="echoid-s4428" xml:space="preserve">reliquæ autem fundo G R erunt proximæ.</s>
            <s xml:id="echoid-s4429" xml:space="preserve"/>
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          <p>
            <s xml:id="echoid-s4430" xml:space="preserve">III. </s>
            <s xml:id="echoid-s4431" xml:space="preserve">Si canalis fingatur continuus per ſingula foramina M, N, R &</s>
            <s xml:id="echoid-s4432" xml:space="preserve">c.
              <lb/>
            </s>
            <s xml:id="echoid-s4433" xml:space="preserve">tranſiens, intelligitur, aquam per orificium canalis effluere debere velocitate,
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            quæ debeatur toti altitudini D R. </s>
            <s xml:id="echoid-s4434" xml:space="preserve">In noſtro vero caſu ea velocitas reſpondet
              <lb/>
            tantum altitudini Q R, cujus rei ratio & </s>
            <s xml:id="echoid-s4435" xml:space="preserve">origo eſt, quod aſcenſus pot ntialis ſin-
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            gularum guttularum per foramina, excepto ſolo foramine effluxus, </s>
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