2. Introduction
Groundwater exploitation refers to the
drilling and pumping of groundwater by
people in order to use this groundwater
for various purposes
The proper exploitation of ground water
resources involves apart from the location
of suitable source, the construction of
properly designed wells
Numerous problems of ground water
exploration & exploitation require
systematic use of scientific techniques
3. GROUND WATER ABSTRACTING STRUCTURES
The ground water abstracting structures are man made which collect & hold
water for exploitation.
The common ground water abstracting structures are Dug wells, Dug cum
bore well, bore well, collector well & Infiltration gallery.
Wells are vertical shafts excavated or holes drilled in earth to the level of
water table for extraction.
The wells have to be designed to get the optimum quantity of water
economically from a given geological formation
4. Groundwater Wells
a hole or shaft
Usually vertical, excavated for bringing groundwater to the surface
Success of ground water exploration program depends on the exploitation of
it
The ground water explored should be extracted by abstracting structures like
dug wells & bore wells adapting proper exploitation techniques
5. Types of water well
Dug well
Bored well
Driven wells
Jetted wells
7. Cable Tool Method
An impact tool or bit, suspended in the well from a steel cable, is
dropped repeatedly on the bottom of the hole to crush the rock
Capable to drill holes upto 8 to 60cm through consolidated rock
material.
least affective in unconsolidated sand and gravel.
8.
9. Rotary Method
Uses a sharp, rotating drill bit
and downward pressure to cut,
or crush, through the
subsurface
Capable to drill holes 45cm
through unconsolidated strata
Rapid method
10. Air Rotary Method
Use compress air
Rapid and convenient for small diameter hole drilling in
unconsolidated strata
Drilling Depth can exceed 150 meter under favorable circumstances
Advantage
Ability to drill through fissured rock formations with little or no water
required
12. Reverse Circulation Rotary Method
Method of drilling which uses dual
wall drill rods that consist of an
outer drill rod with an inner tube
Use to drill large diameter hole in
unconsolidated strata.
Drilled fluid is clear water
13. Well Design
The success of well depends on well design and construction. The tube well
design shall ensure an efficient and economical well with a service life of
more than one decade
The size of the well should be properly chosen since it significantly affects
the cost of well construction.
Well must be large enough to accommodate the pump to be installed.
Before installation of screen it is essential to check the verticality of
borehole.
borehole. The optimum length of well screen is chosen in relation to the
aquifer thickness, available drawdown and stratification of aquifer.
14. Well Design Criteria
The choice of open well or bore well & the method of well design
depends upon topography, geological conditions of the underlying strata,
depth to water table, rainfall, climate and the quantity of water required
A water well design involves selection of proper dimensions like the
diameter of the well & casing, length & location of the screen including
slot size, shape & percentage open area.
15. Well Screen
Provision of a suitable
well screen is the most
important part of well
design
The selection of screen
size includes, type of
screen, the entrance
velocity, the open area
& diameter & length of
the screen
16. Well Completion
The process of making a well ready for production after drilling operations
This involve
Placement of casing
Cementing of casing
Placement of well screen
Gravel packing
17. Well Casing and Cementing
A lining installed in well to maintain
an open hole from ground surface.
It seals out surface water, undesirable
groundwater and provide structural
support.
Cementing is done to prevent
entering the unsatisfactory water, to
prevent from corrosion and stabilize
the caving rock formation.
18. Placement of Well Screen and Gravel Packing
Screen allow to enter maximum
amount of water
Gravel packing is artificially placed
graver to surround the screen.
To prevent sand pumping
Stabilize aquifer
19. Well Construction
The suitability of well construction depends upon the geology, depth to
water level and design of tube well
Placement of gavel or pebble packing around a well has to be done carefully
to avoid segregation or bridging.
The gravel pack materials should be clean, rounded, smooth and uniform.
The maximum grain size should be less than 10 mm.
20. Pumping
Pumping test is done to determine:
• Performance characteristics of a well
– Yield and drawdown are recorded so that specific capacity can be
calculated. Also gives info on pump capacity required.
• Hydraulic parameters of the aquifer or aquifer test
– Transmissivity and storage coefficient can be calculated
Pumping test will not give accurate results if not done methodically
pumping should be done for several hours to determine:
– Max. anticipated drawdown
– Vol of water produced
– Best method to measure yield
– Means to avoid instant recharge
21. Pumping Equipment
•Well Pumps produce flow by transforming mechanical energy to
Hydraulic Energy.
•The selection of size and type of pump depend on
a) Pumping Capacity
b) Well diameter and Depth
c) Depth and Variability of Pumping Level
d) Straightness of the Well
e) Sand Pumping
f) Total Pumping Head
g) Duration of Pumping
h) Type of Power Available
22. Total Pumping Head/ Total dynamic Head
It represents the total vertical lift of the water from the well.
It consist of three components
a) The drawdown inside the well ( Including aquifer and well
Losses)
b) The Static head
c) Friction loss due to flow.
Total Pumping head increases with Discharge.
24. Pumps For Shallow Wells
Only small Discharge is needed.
Discharge range up to 500m3/day.
Hand-operated pitcher pump, turbine pump, and gear
pump are installed.
For large discharge from shallow well centrifugal pump
are used.
25. Pumps for Deep Wells
Large-capacity pumps serving irrigation, municipal,
or industrial water requirements.
Plunger, displacement, airlift, jet deep well turbine
and Submersible pump are example.
The deep well turbine pump has been widely adopted
for large, deep, high-capacity wells.
The pump is usually driven by an electric motor at the
ground surface.
An advantage of submersible pumps is that they can
lift water from deep wells.
26. Figure:- Pumps for deep wells. a) Turbine b) Submersible (After Anderson
1966)
27. Photograph:- Photograph showing the process of Pump installation. (PCLRIP,
2021)
Some Features of Pump:-
Brand:- KSB Make
Phase:- 3 Phase
Pump Power:- 20HP
Stage:- 10 Stage
Type of Pump:- Submersible
water Pump
Set Model :- BPD 242/ 10A+
UMAI 1509122”
30. Figure:- Plan and Elevation views of a developed spring showing a typical method for
providing Sanitary Protection (After Us Public Health Service)
31. Figure:- A drilled well showing grout seal, concrete slab, and well seal for
sanitary protection (After Us Public Service)
32. Figure:- Diagram of a domestic well Installation with a pitless adapter to protect the well
from frost (After Gibb)
33. Conclusion
Dug wells, Bored wells, Driven wells and Jetted wells
are used for the constructing shallow wells.
Cable toll method, Rotary Method, Air rotary method,
Down the Hole and Reverse circulation rotary
method used for drilling deep wells.
Well Casings, cementing, screens and Gravel packing
is done for Well Completion.
Pumping, Surging, Backwashing with air and
Hydraulic jetting are done for well Development.
Submersible pumps are used for pumping in deep
wells.
Sanitary, frost protection are usually done for the
Protection of wells.