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
Fig. 17 is a plan of a wooden drum curb, and Fig. 18 a section showing
the mode of construction. The outside cylinder or drum is termed the
lagging, and is commonly made from 1-1/2-inch yellow pine planks. The
drum may be strengthened if necessary by additional rings, and its
connections with the rings made more secure by brackets. In large curbs
the rings are placed about 3 feet 6 inches apart. Fig. 19 is a plan, and
Fig. 20 an enlarged segment of an iron curb. When the well has been sunk
as far as the earth will stand vertical, the drum curb is lowered into
it and the building of the brick cylinder commenced, care being taken to
complete each course of bricks before laying another, in order that the
curb may be loaded equally all round. The earth is dug away from the
interior of the drum, and this, together with the gradually increasing
load, causes the sharp lower edge of the drum to sink into the earth;
and thus the digging of the well at the bottom, the sinking of the drum
curb and the brick lining which it carries, and the building of the
steining at the top, go on together. Care must be taken in this, as in
every other method, to regulate the digging so that the well shall sink
vertically. Should the friction of the earth against the outside of the
well at length become so great as to stop its descent before the
requisite depth is attained, a smaller well may be sunk in the interior
of the first well. A well so stopped is said to be earth-fast. This plan
cannot be applied to deep wells, but is very successful in sandy soils
where the well is of moderate depth.
The curbs are often supported by iron rods, fitted with screws and nuts,
from cross timbers over the mouth of the well, and as the excavation is
carried on below, brickwork is piled on above, and the weight of the
steining will carry it down as the excavation proceeds, until the
friction of the sides overpowers the gravitating force or weight of the
steining, when it becomes earth-bound; then a set-off must be made in
the well, and the same operation repeated as often as the steining
becomes earth-bound, or the work must be completed by the first method
of underpinning.
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