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

Table of Notes

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page |< < (158) of 361 > >|
172158HYDRODYNAMICÆ (B) ααy + (β√x + γ√y)2 = αα X (a + b).
Subtractâ æquatione (B) ab æquatione (A) prodity = x + b, ex quo
ſequitur, ſi venæ ambæ verticaliter ſurſum dirigantur, utramque ad eundem lo-
cum aſſilire.
Deinde ſi in æquatione (A) ſubſtituatur pro y valor ejus x + b,
erit
(C) ααx + (β√x + γ√x + b)2 = ααa,
unde deducitur valor ipſius x æquatione quadrata.
§. 27. Ex præcedentis paragraphi æquationibus ſequentes fluunt affe-
ctiones.
I. Quia velocitas aquæ per M transfluentis eſt = {β√x + γ√y/α}, eritalti-
tudo generans hanc velocitatem = ({β√x + γ√y/α})2;
ſed ſi addantur æqua-
tiones (A) &
(B) fit:
({β√x + γ√y/α})2 = {2a + b - x - y/2} = ob(y = x + b)a - x.
II. Si foramen H ſit valde exiguum ratione foraminum M & N, id eſt, ſi
β poſſit cenſeri nulla ratione α &
γ, abit æquatio (C) in hanc
ααx + γγx + γγb = ααa, ſeu
x = {ααa - γγb/αα + γγ};
Id vero egregie convenit cum paragrapho decimo nono, cum manife-
ſtum ſit aquam per foramen valde exiguum ad eandem altitudinem aſſilire,
quam haberet aqua, ſi hæc laminam L Q tantum deorſum premat, quantum
ab aqua interna ſurſum premitur;
Iſta vero præfata altitudo vi paragraphi 19.
eſt {ααa - γγb/αα + γγ}; Eſt porro in iſta hypotheſi altitudo velocitatis aquarum in N
ſeu x + b = {ααa + ααb/αα + γγ}
&
denique altitudo velocitatis aquarum in M, ſeu
a - x = {γγa + γγb/αα + γγ};

quæ poſteriores æquationes in iſto caſu particulari pariter ex §.
19. immediate
colligi aut prævideri potuiſſent.

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