Borelli, Giovanni Alfonso, De motionibus naturalibus a gravitate pendentibus, 1670

Table of figures

< >
[151. Figure]
[152. Figure]
[153. Figure]
[154. Figure]
[155. Figure]
[156. Figure]
[157. Figure]
[158. Figure]
[159. Figure]
[160. Figure]
[161. Figure]
[162. Figure]
[163. Figure]
[164. Figure]
[165. Figure]
[166. Figure]
[167. Figure]
[168. Figure]
[169. Figure]
[170. Figure]
[171. Figure]
[172. Figure]
[173. Figure]
[174. Figure]
[175. Figure]
[176. Figure]
[177. Figure]
[178. Figure]
[179. Figure]
[180. Figure]
< >
page |< < of 579 > >|
    <archimedes>
      <text>
        <body>
          <chap>
            <p type="main">
              <s id="s.002461">
                <pb pagenum="466" xlink:href="010/01/474.jpg"/>
                <arrow.to.target n="marg636"/>
                <lb/>
              currit ad replendum ſpatium derelictum, ſcilicèt
                <expan abbr="">dum</expan>
                <lb/>
                <expan abbr="lignũ">lignum</expan>
              ab AD vſque ad KL mouetur expellit è ſupre­
                <lb/>
              mo loco cylindrum aqueum AKLD, hæc verò aqua
                <lb/>
              antecedentem vrgendo fertur ad replendum
                <expan abbr="ſpatiũ">ſpatium</expan>
                <lb/>
              derelictum à baſi BC, non ſecùs ac in rota ſolida, vel
                <lb/>
              in ſiphone circulari contingit. </s>
              <s id="s.002462">at aqua AKLD diſce­
                <lb/>
              dit è ſupremo loco certa, ac determinata velocitate,
                <lb/>
              ea ſcilicèt, qua cylindrus AC aſcendit: ergò quando
                <lb/>
              eadem aqua tranſportatur lateralitèr deorsùm ab A
                <lb/>
              G versùs FB
                <expan abbr="">non</expan>
              videtur ferri debere minori, aut ma­
                <lb/>
              iori velocitate, quam priùs conceperat, poſſidebat­
                <lb/>
              que in ſuo diſceſſu è ſupremo loco KD, cum non im­
                <lb/>
              pediatur, nec impellatur à collaterali aqua vaſis æ­
                <lb/>
              quilibrata, neque à ſubiecta, quæ ſponte ſua virtu­
                <lb/>
              te exceſſus ſui momenti in ipſo ſiphone defluit. </s>
              <s id="s.002463">Si igi­
                <lb/>
              tur eodem tempore fluidum, & ſolidum ęqualia ſpa­
                <lb/>
              tia percurrunt in ſiphone illud ſursùm aſcendendo,
                <lb/>
              hoc verò deorsùm deſcendendo, erunt profectò æ­
                <lb/>
              qualia inter ſe, hoc enim minimè verificari poſſet ni­
                <lb/>
              ſi ſiphonis canales eſſent æquales, & æ què ampli, vn­
                <lb/>
              de deducitur, quod orificia ſiphonum ſolidi nempè,
                <lb/>
              & fluidi, ſcilicèt amplitudo aquæ fluentis ſit æqualis
                <lb/>
              amplitudini ſolidi eleuati. </s>
            </p>
            <p type="margin">
              <s id="s.002464">
                <margin.target id="marg636"/>
              Cap. 11. gra­
                <lb/>
              uia in fluido
                <lb/>
              velocitati­
                <lb/>
              bus inæqua­
                <lb/>
              libus ferri
                <lb/>
              debere.</s>
            </p>
            <p type="main">
              <s id="s.002465">Vt verò fulcimentum prædicti ſiphonis reperiatur,
                <lb/>
              concipi debet radius phyſicus aquæ excurrentis, &
                <lb/>
              cylindri ſolidi FE, & in loco eius intermedio B di­
                <lb/>
              ſtinguens aquam à ligno cadet fulcimentum prædi­
                <lb/>
              ctæ libræ, quia ſcilicèt ſuper baſes æquales BE, & FB
                <lb/>
              inſiſtunt moles æquales ligni nempè BEQA, & aquæ </s>
            </p>
          </chap>
        </body>
      </text>
    </archimedes>