Railway Construction — John Stuart Mill — John Shaqi
Railway Construction
John Stuart Mill · en
Some strata are more favourable for cylinder sinking than others.
Material of a strong clayey nature admits but a small amount of water
into the excavation, and a moderate-sized pump will keep the working
fairly dry until considerable depth has been reached. Some other
materials are so open that the water cannot be kept down with ordinary
pumps, and the cylinders can then only be lowered by the pneumatic
process. This process has been carried out in two methods, one of them
on the _vacuum_ principle, and the other by air pressure, or, as it is
termed, the _plenum_ system. With the former method the cylinder is
placed in position, and an air-tight cap, through which a pipe passes,
is secured on the top. Powerful air-pumps are then set to work, and
the partial vacuum thus created in the interior causes the material
round the cutting edge and base to be loosened and drawn into the
cylinder, the cylinder at the same time going down or sinking by its
own weight, or assisted, if necessary, by added weights. The cap is
then taken off, and the material removed from the interior, the
operation of exhausting and emptying the interior being repeated until
the cylinder is sunk to its proper depth. This method has been found
to work well in strata which contained a large proportion of clay to
assist in excluding the air and water, but was not nearly so
successful when applied to material containing stones and large
boulders.
The _plenum_ process is based on the principle of the diving-bell, the
water being prevented from entering at the bottom by keeping the
cylinder full of compressed air. An air-chamber, or _air-lock_, with
perfectly air-tight joints, is securely fixed to the top or upper 120
working length of the cylinder, and no access can be obtained to the
interior of the cylinder without passing through this air-lock, which
has one lower door or valve opening into the cylinder, and an upper
door opening out into the open air. Temporary inside staging is formed
by putting planks across from flange to flange, and placing short
ladders on these landings for the use of workmen descending or
ascending. The excavated material is hoisted by a winch, generally
placed on the landing just under the air-lock. The air-pump is placed
in some convenient position outside, near at hand, the pressure-pipe
passing through the air-lock into the interior of the cylinder. Air is
forced into the cylinder to a pressure sufficient to drive out and
keep out the water from the interior, and allow the workmen free
access for excavating the material round the cutting edge and base of
cylinder. The amount of pressure required will depend upon the depth
of the working below the level of the water alongside. Men accustomed
to the process can work without much inconvenience under a pressure of
20 to 22 pounds per square inch, equal to a depth of 45 to 50 feet;
but when the pressure exceeds 25 pounds, the duty becomes very trying,
and is attended with considerable risk.