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Back Figure 9-10.—Protection of spring from surface contamination. | Up Utilitiesman (Advanced) - Manual for electric, plumbing, water and other utilities | Next Alternative Water Sources |
power-driven pump with suitable hose attach-
ments supplies continuous water pressure during
drilling. One type of rig uses a block and tackle
or a tripod for controlling the tools and casing.
Larger rigs have a mast and hoisting block and
use engine power for handling casing, drive
weight, and pump. Water is led into the well
through a small diameter pipe and forced
downward through the drill bit against the
bottom of the hole. The stream loosens the
material, the finer portion of which is carried
upward and out of the hole by the ascending
water. During the drilling, the jet or drill is turned
slowly to ensure a straight hole. Casing is sunk
as fast as drilling proceeds. In softer materials,
by using a paddy or expansion drill, a hole may
be made somewhat larger than the casing. The
casing then may be lowered a considerable
distance by its own weight. Ordinarily a drive
weight is needed to force it down. As a rule, one
size of casing is used for the entire depth of the
well. It is difficult to drive a single string of
casing beyond 500 to 600 feet by this method. If
a well is sunk much deeper, an additional string
of smaller size must be used. In fine-textured
material the hole often may be jetted to the full
depth and the casing inserted afterward. The wall
of the hole becomes puddled by the muddy water
so it will stand alone.
A driven well is constructed by driving a
pointed screen, or drive point, and attached pipe
directly into a water-bearing formation. The
finished well consists of a series of lengths of pipe
fitted at the upper end with a pump and the lower
end with a sand screen through which the water
is admitted. The drive point consists of a per-
forated pipe with a mild steel point at its lower
end to break through pebbles or thin layers of
hard material. As the drive point is driven down,
succeeding sections are screwed into place. These
sections continue until the water-bearing forma-
tion is reached. The pump then is attached, and
after the well has been developed, it is ready for
use. Drive point wells usually range in diameter
from 1 1/4 to 2 inches, but larger sizes up to 4
inches also are made. The larger sizes, although
of greater weight and more difficult to drive, have
the advantage that deep-well pumps can be used
when necessary. The smaller sizes, because of their
lesser weight and greater portability, are valuable
for determining the depth of water-bearing for-
mations and for test yields at shallow depths. The
depth of the well is limited by the formations
encountered and by the type of pump available.
For small wells, the ground water level must be
within 25 feet of the surface because suction
pumps generally are used. If small self-priming
centrifugal pumps are used, the lift must be less
than 25 feet. If 2-inch or larger pipes are used,
it is possible to lift water from a greater depth by
installing a cylinder-type pump near the water
level.
The following conditions are necessary for
successful driven wells. The formation into which
the point is being driven must not be too hard and
compact. The distance to ground water must not
exceed the lift of the pumps available. The water-
bearing formations must have moderately high
permeability to provide adequate yields in small-
diameter wells. The wells must be developed
properly to obtain sufficient water.
Chief disadvantages against general use of
driven wells are as follows. Construction is
laborious and slow when tightly compacted soils
are encountered. Driving is destructive to well
equipment; points frequently are stripped of
mesh; pipe is bent and broken. Couplings fre-
quently are belled by the force of the hammer
blows. Belled joints always leak air and either
render the well useless or seriously impair the yield
of water. Yields are small from any one well point.
As many as five points connected in series may
be required to operate a power pump to capacity.
Successful construction of driven wells
depends upon close observation and correct
interpretation of events (occurring while driving)
by the well driver. Accurate interpretation of such
details as the penetration made with each blow,
the drop and rebound of the monkey, the sound
of the blow, and the resistance of the pipe to rota-
tion enables the experienced well driver to deter-
mine the character of the materials being
penetrated. An approximation of the geological
section of the well can be obtained by recording
these observations. Study of the logs for successive
wells, coupled with a study of the results obtained
from each well, assists in developing trained
well drivers with each successive well.
Although a well site may have been properly
selected, the strata correctly interpreted, and the
presence of water accurately judged, wells may
fail to yield water merely because they have not
been pumped to clear the fine sediment from
around the screen. When the presence of water
is suspected, a simple test is to pour water into
the well. If the screen is in dry sand, the water
sinks downward and seeps into the formation, but
if the screen is in saturated sand, the level
of the added water remains nearly stationary or
quickly sinks to a static level. Also the quantity
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