Castelli, Benedetto
,
Of the mensuration of running waters
,
1661
Text
Text Image
Image
XML
Thumbnail overview
Document information
None
Concordance
Figures
Thumbnails
List of thumbnails
<
1 - 10
11 - 20
21 - 30
31 - 40
41 - 50
51 - 60
61 - 70
71 - 80
81 - 90
91 - 100
101 - 110
111 - 120
121 - 130
131 - 137
>
11
12
13
14
15
16
17
18
19
20
<
1 - 10
11 - 20
21 - 30
31 - 40
41 - 50
51 - 60
61 - 70
71 - 80
81 - 90
91 - 100
101 - 110
111 - 120
121 - 130
131 - 137
>
page
|<
<
of 137
>
>|
<
archimedes
>
<
text
>
<
body
>
<
chap
>
<
p
type
="
main
">
<
s
>
<
pb
xlink:href
="
068/01/067.jpg
"
pagenum
="
53
"/>
ſquare and the greater is 23. Therefore the diverted water, is
<
lb
/>
to the whole water, as 23. to 144: which is well near as 1 to
<
lb
/>
6 6/23: and that is the proportion that the quantity of the water
<
lb
/>
which runneth through the Chanellet ſhall have, to all the water
<
lb
/>
that runneth thorow the great Chanel. </
s
>
<
s
>Now if we ſhould finde
<
lb
/>
by the Rule mentioned above in the firſt Propoſition, that the
<
lb
/>
quantity of the water that runneth through the Chanellet, is
<
lb
/>
<
emph
type
="
italics
"/>
v. </
s
>
<
s
>g.
<
emph.end
type
="
italics
"/>
an hundred Barrels, in the ſpace of 15 ſecond minutes of
<
lb
/>
an hour, it is manifeſt, that the water which runneth through the
<
lb
/>
great Chanel in the ſaid time of 35 min. </
s
>
<
s
>ſec. </
s
>
<
s
>ſhall be about 600
<
lb
/>
Barrels.</
s
>
</
p
>
<
p
type
="
head
">
<
s
>
<
emph
type
="
italics
"/>
The ſame operation performed another way.
<
emph.end
type
="
italics
"/>
</
s
>
</
p
>
<
p
type
="
main
">
<
s
>And becauſe very often in applying the Theory to Practice
<
lb
/>
it happeneth, that all the neceſſary particulars in the The
<
lb
/>
ory cannot ſo eaſily be put in execution; therefore we will
<
lb
/>
here add another way of performing the ſame Problem, if it ſhould
<
lb
/>
chance to happen that the Chanellet could not commodiouſly be
<
lb
/>
diverted from the great Chanel, but that it were eaſier for the
<
lb
/>
water of another ſmaller Chanel to be brought into the greater
<
lb
/>
Chanel; which water of the ſmaller Chanel might be eaſily mea
<
lb
/>
ſured, as hath been ſhewen in the firſt Probleme; or in caſe that
<
lb
/>
there did fall into a greater Chanel, a leſſer Chanel that might
<
lb
/>
be diverted and meaſured. </
s
>
<
s
>Therefore I ſay in the firſt caſe, If
<
lb
/>
we would meaſure the quantity of the water that runneth in a
<
lb
/>
certain time thorow the greater Chanel, into which another leſſer
<
lb
/>
Chanel that is meaſurable may be brought, we muſt firſt exactly
<
lb
/>
meaſure the Chanellet, and then obſerve the quick height of the
<
lb
/>
greater Chanel, before the introduction of the leſſer; and having
<
lb
/>
brought in the ſaid Chanellet, we muſt agnin find the propor
<
lb
/>
tion that the water of the Chanellet hath to all the water of the
<
lb
/>
great Ghanel; for theſe terms of the proportion being known, as
<
lb
/>
alſo the quantity of the water of the Chanellet, we ſhall alſo
<
lb
/>
come to know the quantity of the water that runneth thorow
<
lb
/>
the great Chanel. </
s
>
<
s
>It is likewiſe manifeſt, that we ſhall obtain
<
lb
/>
our intent, if the caſe were that there entered into the great
<
lb
/>
Chanel, another leſſer Chanel that was meaſurable, and that
<
lb
/>
might be diverted.</
s
>
</
p
>
<
p
type
="
head
">
<
s
>CONSIDERATION.</
s
>
</
p
>
<
p
type
="
main
">
<
s
>It would be neceſſary to make uſe of this Doctrine in the di
<
lb
/>
ſtribution of the waters that are imploy'd to overflow the fields,
<
lb
/>
as is uſed in the
<
emph
type
="
italics
"/>
Breſciau, Cremoneſe, Bergamaſe, Lodigian, Mila-
<
emph.end
type
="
italics
"/>
</
s
>
</
p
>
</
chap
>
</
body
>
</
text
>
</
archimedes
>