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DESIGN AND CONSTRUCTION INTAKE WELL OR WELL SCREEN
A reliable and sustainable water supply consistent with your
needs and the capability of the aquifer
Good quality water that is free of sediment and contaminants
Increased life expectancy of the well
Reduced operating and maintenance costs
Ease of monitoring well performance.
Although you need to hire a drilling contractor to design, drill
and construct the well and choose the appropriate materials, it
is important for you to know what is going on. You can then work
with the drilling contractor to ensure you get the well design
you need.
AS A Drilling Contractor
We can be a drilling contractor with an experience in this area. We
complete a survey of existing wells in the existing area before
drilling work starts. It Provides Usefull Information
Typical yields and water quality
Which aquifer to tap into
Trends in well construction methods
Prior drilling success rates.
Surveys of existing wells are available for a nominal fee from the
Groundwater Information Centre.
Choosing a Well Site
Choice of well site will affect the safety and performance of your
well. We can examine various sites.WE take care while we choose a
site for intake well design that no contaminants enter the well
either through the top or around the outside of the casing. Sewage
or other contaminants that may percolate down through the upper
layers of the ground surface to the aquifer.
Well Design Considerations
Well design and construction details are determined after a test
hole has been completed and the geological zones have been logged.
There are many components to well design the driller must take into
account. Decisions will be made about:
Well depth
Type of well
Casing material, size and wall thickness
Intake design
Formation seal
Monitoring and preventive maintenance provisions.
Well depth
During the test hole drilling, the drilling contractor will complete
a formation log. Soil and rock samples are taken at various depths
and the type of geologic material is recorded. This allows the
driller to identify aquifers with the best potential for water
supply. Some drillers also run an electric or gamma-ray log in the
test hole to further define the geology. This gives them more
accurate information about aquifer location.
Generally a well is completed to the bottom of the aquifer. This
allows more of the aquifer to be utilized and ensures the highest
possible production from the well.
Casing size and type
Decisions about the diameter and type of well casing are made
after the driller considers the following:
Aquifer characteristics
Hydraulic factors that influence well performance
Drilling method
Well depth
Cost (in discussion with the well owner).
The casing must be large enough to house the pump and allow
sufficient clearance for installation and efficient operation.
It is recommended that the casing be at least one nominal size
larger than the outside diameter of the pump. The more space there
is between the pump and the casing, the easier it will be to service
and repair the pump in the future.
There are two common materials used for casing: steel and plastic.
Steel casing is the strongest but is susceptible to corrosion.
Plastic casing is becoming more popular because of its resistance to
corrosion.
Intake design
Water moves from the aquifer into the well through either a
manufactured screen or mechanically slotted or perforated casing.
Screens are manufactured with regularly shaped and sized openings.
They are engineered to allow the maximum amount of water in with
minimal entry of formation sediments. Stainless steel screens are
the most widely used because they are strong and relatively able to
withstand corrosive water. Screens are manufactured with various
slot sizes and shapes to match the characteristics of the aquifer.
Slotted or perforated casing or liner is made by creating openings
using a cutting tool or drill. Pre-slotted plastic pipe is also
available.
Slot openings and perforations are spaced further apart than screen
openings. This reduces the amount of open area to allow water into
the well. The openings tend to vary in size and may have rough edges
depending on how they were made. This impedes the flow of water into
the well and may not hold back the formation sediments.
The drilling contractor examines the cuttings from the borehole and
makes a judgement whether to use a screen, or slotted or perforated
casing/liner. While a screen is the more expensive alternative, it
is necessary if the aquifer is composed of loose material such as
fine sand, gravel or soft sandstone. A slotted or perforated
casing/liner can be used when the aquifer formation is more
consolidated, such as hard sandstone or fractured shale.
After a choice is made between a screen, or slotted or perforated
casing/liner other decisions is made regarding:
Size of slot opening
Total area of screen or perforation that is exposed to the aquifer
Placement of the screen or perforations within the aquifer.
Slot size openings
The slot openings must be small enough to permit easy entry of water
into the well while keeping out sediment. The slot size chosen will
depend on the particle size of the earth materials in the producing
aquifer.
As a drilling contractor we select a slot size that allows 60
percent of the aquifer material to pass through during the well
development phase of drilling. The remaining 40 percent, comprising
the coarsest materials, will form a natural filter pack around the
perforations or screen.
Total open area of screen
The total area of the slot openings is dependent on the length and
diameter of the screen. While the length of the screen is variable,
the diameter of the screen is determined by the diameter of the well
casing. The yield from a well increases with an increase in screen
diameter but not proportionately so. Doubling the screen diameter
raises the well capacity only 20 percent.
The amount of open area of the screen or slotted or perforated
casing/liner is calculated to ensure the water from the aquifer does
not enter the well too quickly. A larger amount of open area allows
the water to enter the well at a slower rate, causing a lower drop
in pressure in the water as it moves into the well. If the water
flows too quickly, there will be problems with incrustation.
Placement in the aquifer
The screen or perforations on the casing/liner is placed
adjacent to the aquifer. If improperly placed, the well may produce
fine sediment which will plug plumbing fixtures and cause excessive
wear on the pump. To drill we use geophysical logging
equipment to accurately identify the boundaries of the aquifer, the
exact placement will be easier.
Sealing The Well
Sealing the well protects the wells producing zone from
contamination. The diameter of the bore hole is usually slightly
larger than the casing being installed. The space between the bore
hole and the casing is called the annulus of the well. It must be
sealed to prevent any surface contamination from migrating downward
and contaminating the water supply. It also prevents any mixing of
poor quality aquifers with the producing aquifer of the well (see
Figure 3, Annulus Seal).
Well development
Well development is the process of removing fine sediment and
drilling fluid from the area immediately surrounding the
perforations. This increases the wells ability to produce water and
maximize production from the aquifer.
Jetting, surging, backwashing and over pumping are methods used to
develop a well. Water or air is surged back and forth through the
perforations. Any fine materials that are in the formation become
dislodged and are pumped or bailed from the well. This procedure is
continued until no fine particles remain and the water is clear.
Coarser particles are left behind to form a natural filter pack
around the screen, slot openings or perforations.
If the aquifer formation does not naturally have any relatively
coarse particles to form a filter, it may be necessary to install an
artificial filter pack. The pack is placed around the screen or
perforations so the well can be developed. For example, this
procedure is necessary when the aquifer is composed of fine sand and
the individual grains are uniform in size.
It is important to match the grain size of the filter material with
the size of the slot openings of the screen to attain maximum yield
from the well. Typically the slot size of the screen is selected so
that 85 percent of the artificial pack material remains outside of
the screen.
Yield test
A yield test, often called a pump test, is important because the
information gathered during the test assists the drilling contractor
to determine the:
Rate at which to pump the well
Depth at which to place the pump.
Provincial regulations outline the minimum yield test for all new
wells. After drilling and developing a well, the drilling contractor
must remove water from the well for at least 2 hours. If a pump is
used to remove the water, then water level measurements can be
recorded as the water level draws down. After 2 hours, water removal
stops and the recovery of the water level is monitored and recorded.
Measurements must be taken at specific time intervals for a 2 hour
period or until the water level returns to 90 percent of its
original level.
Once the yield test is complete, the drilling contractor will decide
at what rate the aquifer can be pumped without lowering the water
level below the top boundary of the aquifer, the top of the
perforations or below the pump intake.
The pump that is installed in the well should have a capacity equal
to, or less than, the rate at which the well can supply water for an
extended period of time without lowering the level below the pump
intake. That rate is considered the safe pumping rate for the well.
Disinfecting the well
Provincial regulations require the drilling contractor to disinfect
new wells with chlorine. The concentration is calculated on the
volume of water that is in the well. The concentration must be at
least 200 milligrams of chlorine per litre of water present
throughout the water in the well and must be left in the well for at
least 12 hours to ensure any bacteria present are destroyed.
Chlorination is done after the pumping equipment is installed and
before the well is put into production. The yield test provides a
benchmark of your well's performance. Repeating this test at a later
date can be used to assess any changing conditions of the well and
determine when maintenance is required.
SOME OF THE PROJECT SUCCESSFULLY
IMPLEMENT FOR INTAKE WELLS AND WATER SUPPLY SYSTEM
| SNo. |
CLIENT |
PROJECT SUMMARY |
COST |
STATUS |
REMARK |
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01 |
Harda Nagar Palika
|
Design and const of Whole Supply for Harda Water Supply Scheme (
Including 10 mt dia intake well 20 mt height at Handiya, Narmada
River, 9.6 MLD Water treatement plant, 2 Nos. R.C.C. overhead
tank of capicity 900 on 18 mt staging & 22 KM DI pipeline from
Handiya to Harda City & other general works.) |
1521 Lacs |
WIP |
Joint Venture with UP Jal Nigam, Lucknow |
|
02. |
P.H.E. Division, Raipur |
Design and const of R.C.C. intake Well 12 mt Dia 17 mt height at
Mahanadi River,
Raipur for Raipur Water Supply Scheme. Executive Engg. |
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03. |
P.H.E. Division, Shajapur |
03. Design and const of R.C.C. intake Well 6 mt Dia 16 mt height
at Lakhundar River,
Nalkheda, Shajapur for Nalkheda Water Supply Scheme. Executive
Engg. |
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