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

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[201.] Scholium.
[202.] Corollarium 3.
[203.] Problema.
[204.] Solutio.
[205.] Corollarium.
[206.] Exemplum 1.
[207.] Exemplum 2.
[208.] Exemplum 3.
[209.] Exemplum 4.
[210.] EXPERIMENTA Hydraulico - ſtatica pro Sectione XII. Ad §. §. 3. & 4.
[211.] Experimentum 1.
[212.] Experimentum 2.
[213.] Experimentum 3.
[214.] Experimentum 4.
[215.] Experimentum 5.
[216.] Experimentum 6.
[217.] Experimentum 7.
[218.] Experimentum 8.
[219.] Experimentum 9.
[220.] Experimentum 10.
[221.] HYDRODYNAMICÆ SECTIO DECIMA TERTIA. De reactione fluidorum ex vaſis efflluentium eo-rundemque, poſtquam effluxerunt, impetu in plana quibus occurrunt. §. 1.
[222.] Problema.
[223.] Solutio.
[224.] Problema.
[225.] Solutio.
[226.] Corollarium.
[227.] Problema.
[228.] Solutio.
[229.] Scholium.
[230.] Problema.
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page |< < (187) of 361 > >|
201187SECTIO NONA.
Exemplum præcedentis regulæ deſumam à cochlea, qualem Vitruvius ad-
hibere
&
conſtruere docet. Facit autem angulum s a o ſemirectum & ſic
m
= M = {1/2} = o, 70710:
deinde inter N G & M G rationem ſtatuit,
quæ
eſt ut 3 ad 4;
inde deducitur angulus G N M vel a M H = 530, 81, ejus-
que
ſinus n = o, 80000 atque conſinus N = o, 60000:
ergo (per art. III.)
eſt ſinus arcus a g altiſſimum punctum o definientis = {m N/M n} = {3/4}, ipſeque
arcus
a g = 480, 351.
Debet adeoque vi regulæ art. VII. arcus extra aquam
eminens
in fundo eſſe 970, 101;
immergeturque arcus 2620, 501.

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