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Acetylene, The Principles Of Its Generation And Use by F. H. Leeds
Book, page 241 / 445



The subject of "The Motion of Fluids in Pipes" was treated in a lucid and
comprehensive manner in an Essay by W. Pole in the _Journal of Gas
Lighting_ during 1852, and his conclusions have been generally adopted
by gas engineers ever since. He recapitulated the more important points
of this essay in the course of some lectures delivered in 1872, and one
or other of these two sources should be consulted for further
information. Briefly, W. Pole treated the question in the following
manner:

The practical question in gas distribution is, what quantity of gas will
a given actuating pressure cause to flow along a pipe of given length and
given diameter? The solution of this question allows of the diameters of
pipes being arranged so that they will carry a required quantity of gas a
given distance under the actuating pressure that is most convenient or
appropriate. There are five quantities to be dealt with, viz.:

(1) The length of pipe = _l_ feet.

(2) The internal diameter of the pipe = _d_ inches.

(3) The actuating pressure = _h_ inches of head of water. (4) The
specific gravity or density of the gas = _d_ times that of air.

(5) The quantity of gas passing through the pipe--Q cubic feet per hour.
This quantity is the product of the mean velocity of the gas in the pipe
and the area of the pipe.

The only work done in maintaining the flow of gas along a pipe is that
required to overcome the friction of the gas on the walls of the pipe,
or, rather, the consequential friction of the gas on itself, and the laws
which regulate such friction have not been very exhaustively
investigated. Pole pointed out, however, that the existing knowledge on
the point at the time he wrote would serve for the purpose of determining
the proper sizes of gas-mains. He stated that the friction (1) is
proportional to the area of rubbing surface (viz., pi_ld_); (2)
varies with the velocity, in some ratio greater than the first power, but
usually taken as the square; and (3) is assumed to be proportional to the
specific gravity of the fluid (viz., _s_).


 
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