Water Supply: the Present Practice of Sinking and Boring Wells: With Geological Considerations and Examples of Wells ExecutedSpon, Ernest
Science
Water Supply: the Present Practice of Sinking and Boring Wells: With Geological Considerations and Examples of Wells Executed
Spon, Ernest
Boring; Water-supply; Wells
In some cases, where it has been difficult to find suitable foundations
for intermediate wedging cribs, the whole of the water-bearing rocks
have been sunk through without attempting to stop the feeders
separately, and no tubbing has been placed in the shaft till the wedging
crib could be fixed below the lowest feeder. This process is more
expeditious where there are small quantities of water; but where the
water is excessive greater delay is caused by contending with it than
from putting in numerous sets of tubbing to stop the feeders separately.
The tubbing used in England has almost invariably been of cast-iron; on
the Continent, till recently, tubbing of wood has chiefly been used.
Illustrations of both descriptions are shown by Figs. 111 and 112.
Figs. 113, 114, show, in elevation, the plant and the arrangements
generally in use at extensive sinkings. Where the water is in large
quantities it is usually pumped by an engine erected for the purpose,
assisted by the engine or engines intended to be employed to raise the
coal. A small capstan engine is used for passing the men and material up
and down the pit during the sinking, such engine being provided also
with a drum on slow motion, which is used for heavy weights. The
continual pumping, the placing of cribs, and the fixing of the tubbing
are proceeded with till the lowest feeder is reached, when a hard bed is
sought for on which to fix the lowest wedging crib. In all cases the
water has to be pumped out before the wedging crib, which forms the
foundation of each set of tubbing, can be placed.
From this description it will be understood that the sinkers, who number
from ten to twelve at one time, working four hours at a shift in a pit,
say, 14 feet in diameter, are compelled to work in water until all the
tubbing is fixed. This causes a serious obstacle to blasting, and in
other ways delays the progress of the work.
The tubbing used for damming back the water is generally in segments
from 1 foot to 3 feet high, and about 4 feet in length, the thickness
varying from half an inch to 3-3/4 inches. It is kept in position by
packing with wood behind the joints; and is made water-tight by placing
between the segments pieces of wood sheeting about half an inch thick,
which are wedged when all the tubbing is fixed, usually twice with wood,
and sometimes once with iron wedges.
[Illustration: Pressure Equalizing Valve in the Wedging Crib.
Fig. 117.]
To equalize the pressure of water and gas behind the different sets of
tubbing, pass pipes, Figs. 115 and 116, are sometimes used. Another
expedient to effect this is to have a valve, working upwards, placed in
the wedging crib, Fig. 117. A ball is also sometimes used, Fig. 118.
Public-domain text, read in full here on John Shaqi.
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