A View of Sir Isaac Newton's PhilosophyPemberton, Henry
Science
A View of Sir Isaac Newton's Philosophy
Pemberton, Henry
Newton, Isaac, 1642-1727. Principia
2. FLUIDS have been already treated of in general, with respect to the
effect they have upon solid bodies moving in them[262]; now we must
consider them in reference to the operation of the power of gravity
upon them. By this power they are rendered weighty, like all other
bodies, in proportion to the quantity of matter, which is contained
in them. And in any quantity of a fluid the upper parts press upon
the lower as much, as any solid body would press on another, whereon
it should lie. But there is an effect of the pressure of fluids on
the bottom of the vessel, wherein they are contained, which I shall
particularly explain. The force supported by the bottom of such a
vessel is not simply the weight of the quantity of the fluid in the
vessel, but is equal to the weight of that quantity of the fluid, which
would be contained in a vessel of the same bottom and of equal width
throughout, when this vessel is filled up to the same height, as that
to which the vessel proposed is filled. Suppose water were contained
in the vessel A B C D (in fig. 109.) filled up to E F. Here it is
evident, that if a part of the bottom, as G H, which is directly under
any part of the space E F, be considered separately; it will appear
at once, that this part sustains the weight of as much of the fluid,
as stands perpendicularly over it up to the height of E F; that is,
the two perpendiculars G I and H K being drawn, the part G H of the
bottom will sustain the whole weight of the fluid included between
these two perpendiculars. Again, I say, every other part of the bottom
equally broad with this, will sustain as great a pressure. Let the
part L M be of the same breadth with G H. Here the perpendiculars
L O and M N being drawn, the quantity of water contained between
these perpendiculars is not so great, as that contained between the
perpendiculars G I and H K; yet, I say, the pressure on L M will be
equal to that on G H. This will appear by the following considerations.
It is evident, that if the part of the vessel between O and N were
removed, the water would immediately flow out, and the surface E F
would subside; for all parts of the water being equally heavy, it must
soon form itself to a level surface, if the form of the vessel, which
contains it, does not prevent. Therefore since the water is prevented
from rising by the side N O of the vessel, it is manifest, that it must
press against N O with some degree of force. In other words, the water
between the perpendiculars L O and M N endeavours to extend itself with
a certain degree of force; or more correctly, the ambient water presses
upon this, and endeavours to force this pillar or column of water into
a greater length. But since this column of water is sustained between
N O and L M, each of these parts of the vessel will be equally pressed
against by the power, wherewith this column endeavours to extend.
Consequently L M bears this force over and above the weight of the
column of water between L O and M N.
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