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INTERNSHIP IN POLAVARAM
IRRIGATION PROJECT
-LIFE LINE OF TELUGU PEOPLE
PRESENTED BY:
SK.KHADAR BASHA
15761A0148
Keller Group : It is the largest independent
geotechnical solutions specialist in the world. With
operations in more than 40 countries across six
continents.
Established in 1860 and has more than 20 major
acquisitions since 2018.
Headquarters: London, England.
In India: Chennai
Keller work at Polavaram project:
Jet grouting for up stream and downstream
Coffer dam.
Working time :4months
Jet grouting
SILENT FEATURES
LOCATION: Up stream and down
steam of ECRF dam.
DESIGN FLOOD: 28 lakh cusecs.
U/S SIDE AND D/S SIDE COFFER
DAM LENGTH:2356m and 1613m
TOP BANK LEVEL OF U/S SIDE
AND D/S SIDE COFFER DAM :
42.03m AND 28.00m
TYPE OF CUT OFF: Jet grouting
20m at u/s side and 10m at d/s
side.
Work involvement:
Jet grouting at u/p stream side coffer dam.
Geotechnical aspects:
Sand is cohesion less soil so it as
low water tightness compared to
cohesion soils.
To with stand the pressure of
400pas and also to acts as a barrier
to stop the water from u/s side of
dam to d/s side “Jet grouting” is
selected.
Generally co efficient of
permeability of sands are 10^-6,so
we have increase it up to 10^-9.
Bed rock is found at 40m to 90m
from the river bed.
Depth of sand layers is varies from
26m to 40 m.
Slit and clay: varies at different
depths.
Pressure at bottom of the dam is
400pas.
42m
Up stream coffer dam section:
sand
silt
clay
Bed rock
Site Installation
Water
Generator
Cement Silo
Air compressor
GI-50JCII
1 2
345
CONSTRUCTION SEQUENCE:
Grout
Back flow
Grout jet
Grout
Air Backflo
w
Air
shrouded
grout jet
Water
Air Backflo
w
Air
shroudedwater jet
Grout
Grout jet
1.DRILL THE HOLE 2.ROTATE THE STRING WITH KINETIC ENERGY 3.COMPLETE THE
WITH THE DRILL STRING LIFT UP AND START GROUTING GROUT
DRILL STRING
NOSSIL
1-PHASE SYSTEM 2-PHASE SYSTEM 3-PHASE SYSTEM
Working details
1.Outter and inner diameter of drilling rod are 114.4mm
and 35mm respectively.
2.Daimeter of the Nozzle is 4.5mm.
3.Roatation of the string 6rpm.
4.Withdraw of the grout 25cm/min.
5.Daimeter of the column is 2m and center to center
spacing is 1.5m and pitch distance of 40mm.
6.No of grout columns are1530.
7.Over lapping of columns are 0.5m.
8.Depth of column is 2m.
9. Grout Pressure 400pas and air pressure 1-6bar.
Completion of jet grouting
Conclusion
The Polavaram Project is the Biggest ongoing project in India.
The Irrigation projects are very much necessary for the development of any
state.
Polavaram project has the decades of history and finally now the project was
on full track and work is going on 24 X 7 .
It is the first of its kind in India and it has many specialties.
The government is trying its level best to complete the project as fast as
possible.
As it is a Multi purpose project it has many benefits and is the LIFE LINE
OF ANDHRA PRADESH.
Thank you

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Polavaram internship

  • 1. INTERNSHIP IN POLAVARAM IRRIGATION PROJECT -LIFE LINE OF TELUGU PEOPLE PRESENTED BY: SK.KHADAR BASHA 15761A0148
  • 2. Keller Group : It is the largest independent geotechnical solutions specialist in the world. With operations in more than 40 countries across six continents. Established in 1860 and has more than 20 major acquisitions since 2018. Headquarters: London, England. In India: Chennai Keller work at Polavaram project: Jet grouting for up stream and downstream Coffer dam. Working time :4months Jet grouting
  • 3.
  • 4.
  • 5. SILENT FEATURES LOCATION: Up stream and down steam of ECRF dam. DESIGN FLOOD: 28 lakh cusecs. U/S SIDE AND D/S SIDE COFFER DAM LENGTH:2356m and 1613m TOP BANK LEVEL OF U/S SIDE AND D/S SIDE COFFER DAM : 42.03m AND 28.00m TYPE OF CUT OFF: Jet grouting 20m at u/s side and 10m at d/s side.
  • 6. Work involvement: Jet grouting at u/p stream side coffer dam.
  • 7. Geotechnical aspects: Sand is cohesion less soil so it as low water tightness compared to cohesion soils. To with stand the pressure of 400pas and also to acts as a barrier to stop the water from u/s side of dam to d/s side “Jet grouting” is selected. Generally co efficient of permeability of sands are 10^-6,so we have increase it up to 10^-9. Bed rock is found at 40m to 90m from the river bed. Depth of sand layers is varies from 26m to 40 m. Slit and clay: varies at different depths. Pressure at bottom of the dam is 400pas. 42m Up stream coffer dam section: sand silt clay Bed rock
  • 10. CONSTRUCTION SEQUENCE: Grout Back flow Grout jet Grout Air Backflo w Air shrouded grout jet Water Air Backflo w Air shroudedwater jet Grout Grout jet 1.DRILL THE HOLE 2.ROTATE THE STRING WITH KINETIC ENERGY 3.COMPLETE THE WITH THE DRILL STRING LIFT UP AND START GROUTING GROUT DRILL STRING NOSSIL 1-PHASE SYSTEM 2-PHASE SYSTEM 3-PHASE SYSTEM
  • 11. Working details 1.Outter and inner diameter of drilling rod are 114.4mm and 35mm respectively. 2.Daimeter of the Nozzle is 4.5mm. 3.Roatation of the string 6rpm. 4.Withdraw of the grout 25cm/min. 5.Daimeter of the column is 2m and center to center spacing is 1.5m and pitch distance of 40mm. 6.No of grout columns are1530. 7.Over lapping of columns are 0.5m. 8.Depth of column is 2m. 9. Grout Pressure 400pas and air pressure 1-6bar.
  • 12. Completion of jet grouting
  • 13. Conclusion The Polavaram Project is the Biggest ongoing project in India. The Irrigation projects are very much necessary for the development of any state. Polavaram project has the decades of history and finally now the project was on full track and work is going on 24 X 7 . It is the first of its kind in India and it has many specialties. The government is trying its level best to complete the project as fast as possible. As it is a Multi purpose project it has many benefits and is the LIFE LINE OF ANDHRA PRADESH.