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

Page concordance

< >
Scan Original
201 187
202 188
203 189
204 190
205 191
206 192
207 193
208 194
209 195
210 196
211 197
212 198
213 199
214 200
215 201
216 202
217 203
218 204
219 205
220 206
221 207
222 208
223 209
224 210
225 211
226 212
227 213
228 214
229 215
230 216
< >
page |< < (190) of 361 > >|
204190HYDRODYNAMICÆ cæ indirectis; placet tamen hujus rei demonſtrationem dare ex natura vectis
petitam, quia mechanici eo omnia reducere amant.
Helicem conſiderabimus a 1 b ex figura quinquageſima ſecunda ſeor-
ſim deſumtam, ad evitandam linearum confuſionem, conſervatis denomi-
nationibus art.
IV. adhibitis. Sic igitur in Figura 53. erit rurſus angulus
11Fig. 53. N M G angulus quem facit nucleus cum horizonte, cujus ſinus = N, ſi-
nusque anguli a M H = n;
a 1 b eſt una ſpiralis circumvolutio: baſis nuclei
eſt circulus a c M p a;
ſinus anguli p a l eſt ut ante = m, ejusque coſinus M;
puncta vero l & o ſunt extremitates aquæ in ſpirali quieſcentis & in ea-
dem altitudine ab horizonte poſita, ex iſtis punctis ductæ ſunt ad periphe-
riam baſis rectæ l c &
o p ad baſin perpendiculares. In parte helicis quam
aqua occupat ſumta ſunt duo puncta infinite propinqua m &
n & per hæc du-
ctæ ſunt rectæ n f &
m g rurſus ad baſin perpendiculares. Denique ex pun-
ctis c, f, g, p ductæ ſunt ad diametrum a M perpendiculares c d, f h, g i &

p q;
atque centrum baſis ponitur in e, radiusque e a = 1. Sit jam arcus
ſpiralis l 1 o aqua plenus = c &
conſequenter arcus circularis eidem reſpon-
dens c M p = M c;
a l = e; a c = M e; a d (ſeu ſinus verſus arcus ac) = f;
a q = g;
pondus aquæ in l s o = p: arcus a l n = x; n m = d x; a c f = M x;
f g = M d x;
a b = y; h i = d y; h f = √2y - yy, erit pondus guttulæ in
nm = {p d x/c};
ſi vero linea h f multiplicetur per ſinum anguli a M H, divida-
turque per ſinum totum, habetur vectis quo particula n m cochleam circum-
agere tentat:
eſtigitur vectis iſte = n √ (2y - yy) qui multiplicatus per præ-
fatum guttulæ pondus {p d x/c} dat ejusdem momentum {n p d x/c} √ (2y - y y)}.

Sed ex natura circuli eſt M d x = {dy√ (2y - yy):
hoc igitur valore ſubſtituto
pro d x, fit idem guttulæ n m momentum = {n p d y/M c}, cujus integralis, ſub-
tracta debita conſtante, eſt {n p (y - f)/Mc}, denotatque momentum aquæ in ar-
cu l n;
hinc igitur momentum omnis aquæ in l 1 o eſt = {n p (g - f)/Mc}: quod
diviſum per vectem potentiæ in f applicatæ ſeu per 1 relinquit potentiam
iſtam quæſitam pariter = {n p (g - f)/Mc}.
Q. E. I.

Text layer

  • Dictionary

Text normalization

  • Original
  • Regularized
  • Normalized

Search


  • Exact
  • All forms
  • Fulltext index
  • Morphological index