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

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[101.] Corollarium 4.
[102.] Theorema.
[103.] Demonſtratio.
[104.] Problema.
[105.] Solutio.
[106.] Corollarium. 1.
[107.] Corollarium 2.
[108.] Scholion.
[109.] Theorema.
[110.] Demonſtratio.
[111.] Problema.
[112.] Solutio.
[113.] Scholium.
[114.] Corollarium 1.
[115.] Corollarium 2.
[116.] Scholion Generale.
[117.] HYDRODYNAMICÆ SECTIO SEPTIMA. De motu aquarum per vaſa ſubmerſa, ubi exem-plis oſtenditur, quam inſigniter utile ſit princi-pium conſervationis virium vivarum, veliis in caſibus, quibus continue aliquid de illis perdi cenſendum eſt. PARS PRIMA. De deſcenſu aquarum. §. 1.
[118.] PARS SECUNDA. De aſcenſu aquarum.
[119.] Corollarium.
[120.] Scholium Generale.
[121.] EXPERIMENTA Ad ſect. ſept. referenda. Experimentum 1.
[122.] Experimentum 2.
[123.] Experimentum 3.
[124.] De iſto tubo experimentum ita ſumſi:
[125.] Experimentum 4.
[126.] Experimentum 5.
[127.] HYDRODYNAMICÆ SECTIO OCTAVA. De motu fluidorum cum homogeneorum tum hetero-geneorum per vaſa irregularis & præruptæ ſtru-cturæ, ubi ex theoria virium vivarum, quarum pars continue abſorbeatur, explicantur præcipue Phæno-mena ſingularia fluidorum, per plurima foramina trajecto-rum, præmiſsis regulis generalibus pro motibus fluido-rum ubique definiendis. §. 1.
[128.] Regula 1.
[129.] Regula 2.
[130.] Problema.
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8167SECTIO QUARTA. poſteriorem per regulas ſolitas reſolvemus in hanc ſeriem
1 + {1/2} ({x/a}){mmαα/nn} - 2 + {1.
3/1. 2. 4} - ({x/a}){2mmαα/nn} - 4 + {1. 3. 5/1. 2. 3. 8}({x/a}){3mmαα/nn} - 6
+ &
c. unde nunc habetur mutata paullulum æquationis forma:
dt = - {dx√mmαα - 2nn}/n√a} X [({x/a})- {1/2} + {1/2} ({x/a}){mmαα/nn} - {@/z}
+ {1.
3/1. 2. 4} ({x/a}){2mmαα/nn} -{9/2} + {1. 3, 5/1. 2. 3. 8} ({x/a}){3mmαα/nn} - {13/2} + & c. ]
Hæc æquatio ita eſt integranda, ut poſita x = a fiat t = 0;
ſic autem oritur
t = [2 + {nn/2mmαα - 3nn} + {3nn/16mmαα - 28nn} + &
c. ] X {√(mmαα - 2nn). a/n}
- [2{(x/a)}{1/2} + {nn/2mmαα - 3nn} ({x/a}){mmαα/nn}-{3/2}
+ {3nn/16mmαα - 28nn} ({x/a}) {2mmαα/nn} - {7/2} + &
c. ] X
X {√(mmαα - 2nn).
a/n},
ubi 2 √ a exprimit tempus quod corpus impendit dum libere delabitur per
altitudinem a.
Si vero in iſta æquatione ponatur
x = a:
({mmαα - nn/nn})nn: ({mmαα - 2nn})
quæ eſt altitudo aquæ cum velocitas maxima eſt (per §. 16.
ſect. 3. & §. 8. ſect
4.)
, tum obtinetur tempus quod à fluxus principio ad punctum maximæ ve-
locitatis usque præterit;
& cum ponitur x = o, oritur tempus, quo vas to-
tum depletur, ac denique ſi ponatur x = cuicunque quantitati c, exprimet t
tempus quod ſuperficies inſumit in deſcenſum per altitudinem a - c;
Videbi-
mus autem pro his caſibus, quid fieri debeat, cum vas eſt valde amplum,
numerusque m alterum n ſic pluries continet.
§. 11. Fuerit primo {m/n} numerus infinitus, erit altitudo aquæ puncto
maximæ velocitatis reſpondens ſeu

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