Weidler, Johann Friedrich, Jo. Friderici Weidleri Tractatus de machinis hydraulicis toto terrarum orbe maximis Marlyensi et Londinensi et aliis rarioribus similibus in quo mensurae prope ipsas machinas notatae describuntur, et de viribus earum luculenter disseritur

Table of contents

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[31.] DEFINITIO VIII.
Page: 129 (8)
[32.] DEFINITIO IX.
Page: 129 (8)
[33.] CONSECTARIVM.
Page: 129 (8)
[34.] DEFINITIO X.
Page: 130 (9)
[35.] SCHOLION.
Page: 130 (9)
[36.] DEFINITIO XI.
Page: 131 (10)
[37.] SCHOLION I.
Page: 131 (10)
[38.] SCHOLION II.
Page: 131 (10)
[39.] SCHOLION III.
Page: 132 (11)
[40.] SCHOLION IV.
Page: 132 (11)
[41.] DEFINITIO XII.
Page: 132 (11)
[42.] SCHOLION I.
Page: 132 (11)
[43.] SCHOLION II.
Page: 133 (12)
[44.] SCHOLION III.
Page: 133 (12)
[45.] DEFINITIO XIII.
Page: 133 (12)
[46.] CONSECTARIVM.
Page: 134 (13)
[47.] SCHOLION I.
Page: 134 (13)
[48.] SCHOLION II.
Page: 134 (13)
[49.] DEFINITIO XIV.
Page: 135 (14)
[50.] SCHOLION I.
Page: 135 (14)
[51.] SCHOLION II.
Page: 135 (14)
[52.] SCHOLION III.
Page: 136 (15)
[53.] SCHOLION IV.
Page: 136 (15)
[54.] DEFINITIO XV.
Page: 139 (18)
[55.] CONSECTARIVM.
Page: 140 (19)
[56.] DEFINITIO XVI.
Page: 140 (19)
[57.] CONSECTARIVM.
Page: 141 (20)
[58.] SCHOLION.
Page: 141 (20)
[59.] DEFINITIO XVII.
Page: 141 (20)
[60.] SCHOLION I.
Page: 142 (21)
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            <s xml:id="echoid-s535" xml:space="preserve">
              <pb o="25" file="0035" n="35" rhead="DE MACHINA MARLYENSI."/>
              <emph style="sc">RIVS</emph>
            intr. </s>
            <s xml:id="echoid-s536" xml:space="preserve">gall. </s>
            <s xml:id="echoid-s537" xml:space="preserve">cuititulus; </s>
            <s xml:id="echoid-s538" xml:space="preserve">Nouvelle methode de forti-
              <lb/>
            fierles plus grandes uilles, ſuiuie de diſſertations ſur la
              <lb/>
            machine de Marly et ſur les Pompes du Pont de Notre-
              <lb/>
            Dame etc. </s>
            <s xml:id="echoid-s539" xml:space="preserve">Pariſ. </s>
            <s xml:id="echoid-s540" xml:space="preserve">1718 in 12. </s>
            <s xml:id="echoid-s541" xml:space="preserve">uid. </s>
            <s xml:id="echoid-s542" xml:space="preserve">p. </s>
            <s xml:id="echoid-s543" xml:space="preserve">148. </s>
            <s xml:id="echoid-s544" xml:space="preserve">qui tamen non ad-
              <lb/>
            dit rationem, quae ab experimentis peti debet, quibus
              <lb/>
            conſtitit, pedem cubicum aquae fluminis ponderi 70 li-
              <lb/>
            brarum aequipollere, et quia cubus ad cylindrum ae-
              <lb/>
            que altum habet rationem quam quadratum ad circulum,
              <lb/>
            ſi inferas 14: </s>
            <s xml:id="echoid-s545" xml:space="preserve">11 = 70: </s>
            <s xml:id="echoid-s546" xml:space="preserve">55 inuenies aſſerti ueritatem. </s>
            <s xml:id="echoid-s547" xml:space="preserve">ita-
              <lb/>
            que 64, continent 3520 libras, ſiue 1760 cantharos Pa-
              <lb/>
            riſienſes. </s>
            <s xml:id="echoid-s548" xml:space="preserve">Praeterea experientia confirmauit, rotas
              <lb/>
            uno temporis minuto bis gyrari, quando flumen plus-
              <lb/>
            quam mediocri impetu fertur, ergo 3520 menſurae ſiue
              <lb/>
            canthari Pariſienſes, intra minutum temporis, cum ma-
              <lb/>
            chinaenihil deeſt, extolluntur: </s>
            <s xml:id="echoid-s549" xml:space="preserve">et intra horam 211200
              <lb/>
            menſurae, horis 24, menſurae 5, 068, 800, h. </s>
            <s xml:id="echoid-s550" xml:space="preserve">e. </s>
            <s xml:id="echoid-s551" xml:space="preserve">18102
              <lb/>
            cadi uel modii aquae, facta diuiſione per 280. </s>
            <s xml:id="echoid-s552" xml:space="preserve">Et ſi
              <lb/>
            porro quaeratur, utrum haec aqua ab antliis ſuperiori-
              <lb/>
            bus hauriri et in aquaeductum protrudi queat, appa-
              <lb/>
            rebit, multo plus antlias ſuperiores attollere poſſe, ſi
              <lb/>
            omnes moueantur; </s>
            <s xml:id="echoid-s553" xml:space="preserve">quod tamen fierinequit, tum quia
              <lb/>
            flumen non ſemper tam uelociter in rotas irruit, tum
              <lb/>
            quia in tanta multitudine et longitudine catenarum et
              <lb/>
            antliarum, ſemper aliquae deficiunt, et reparatione
              <lb/>
            opus habent. </s>
            <s xml:id="echoid-s554" xml:space="preserve">Et quamuis aquise ſequana ductis etiam
              <lb/>
            fontium quaedam accedant, tamen quantitatem 18102
              <lb/>
            cadorum, intra νυχθήμερον hauriendorum, quarta mi-
              <lb/>
            nimum parte multandam exiſtimem, ut medius nume-
              <lb/>
            rus obtineatur. </s>
            <s xml:id="echoid-s555" xml:space="preserve">Siquidem multum aquae perit in uia,
              <lb/>
            quae per anguſtas fiſtularum rimas penetrat, et frequen-
              <lb/>
            tius una alteraue machinae rota ſiſtenda eſt, pro emen-
              <lb/>
            dandis, quae quotidie ſeſe exſerunt, uitiis.</s>
            <s xml:id="echoid-s556" xml:space="preserve"/>
          </p>
        </div>
      </text>
    </echo>
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