fice to
s,
with
s
being considerably less than the piston area. The
friction and viscosity are negligibly small.
1.323. A cylindrical vessel of height
h
and base area
S
is filled
with water. An orifice of area
s
<
S
is opened in
vessel. Neglecting the
๎
viscosity
๎
of wa-
ter, determine how soon all
๎
the water
will pour out of the vessel.
1.324.
๎
A
๎
horizontally
๎
oriented
๎
tube
the bottom of the
1.1!
h
AB
of length
1
rotates with a constant
angular
๎
velocity
๎
co
๎
about a stationary
II
vertical axis
00'
passing through the end
ho
A
(Fig. 1.86). The tube is filled with an
ideal fluid. The
๎
A
๎
the tube is
---
end
๎
of
๎
open,
the closed end
B
has a very small orifice.
Find the velocity of the fluid relative to
the
๎
tube
๎
as
๎
a
๎
function of the column
v _
"height"
h.
1.325.
๎
Demonstrate that in
๎
the
๎
case
of a steady
๎
flow
๎
of
๎
an
๎
ideal fluid Eq.
๎
Fig. 1.83.
(1.7a) turns into Bernoulli equation.
1.326. On the opposite sides of a wide vertical vessel filled with
water two identical holes are opened, each having the cross-sectional
Fig. 1.84. Fig. 1.85.
area
S =
0.50 cm
2
. The height difference between them is equal to
Ah = 51 cm. Find the resultant force of reaction of the water flow-
ing out of the vessel.
1.327. The side wall of a wide vertical cylindrical vessel of height
h =
75 cm has a narrow vertical slit running all the way down to
the bottom of the vessel. The length of the slit is
1 =
50 cm and the
width
b =
1.0 mm. With the slit closed, the vessel is filled with
water. Find the resultant force of reaction of the water flowing out of
the vessel immediately after the slit is opened.
1.328. Water flows out of a big tank along a tube bent at right an-
gles: the inside radius of the tube is equal to
r =
0.50 cm (Fig. 1.87).
The length of the horizontal section of the tube is equal to
1 =
22 cm.
The water flow rate is
Q =
0.50 litres per second. Find the moment
of reaction forces of flowing water, acting on the tube's walls, relative
to the point
0.
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