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PRESENTED BY:-
RATNESH SHINDE
DURGESH SHRIVASTAV
NITESH SHEWANI
SHIVANI KHARPUDE
HARSHADA TELTUMBADE
INTRODUCTION
DEFINATION OF TUNNEL:-
•TUNNELS ARE UNDERGROUND ARTIFICIAL
PASSAGES OR ROADWAYS USED FOR
TRANSPORTATION.THEY COULD BE USED FOR
CARRYING WATER,SEWAGE,GASES,PASSENGERS
ETC.
•THE METHODS INVOLVE ARE UNDERGROUND
OPERATIONS KNOWN AS TUNNEL DRIVING AND
THE GROUND SURFACE IS NOT DISTURBED.
NEED OF THE PROJECT
 THE EXISTING PIPELINES IN MUMBAI ARE
110 YRS. OLD AND THEY ARE ABOVE THE
EARTH SURFACE SO THERE WERE
CORROSION AND SAFETY ISSUES DUE TO
SALTY WATER AND HIGH HUMIDITY ALSO
EXPECTED POPULATION OF MUMBAI TILL
2021 WILL BE 163.5 LACS AND 2051 WILL BE
AROUND 200.43 LACS SO THERE WILL BE
NEED OF MORE WATER SUPPLIES SO
WATER PIPELINES ARE NEEDED FOR
FULFILLING FUTURE DEMANDS. FOR
MEETING ALL THESE PROBLEMS
SALIENT FEATURES OF THE PROJECT
 CONSTRUCTION OF VERTICAL SHAFT
WITHIN THE WELL OF FINISHED DIA AND
DEPTH OF SHAFT FROM THE GROUND
LEVEL WITH THE HELP OF CONTROLLED
BLASTING AND CONVENTIONAL
DRILLING.
 EXCAVATION OF TAIL TUNNEL AND
ASSEMBLY TUNNEL BY CONTROLLED
BLASTING AND CONVENTIONAL
DRILLING.
 BORING OF TUNNEL BY MODERN FULL
FACE TBM INCLUDING
SCOPE OF THE PROJECT
 SURVEYING FOR FIXING LOCATION OF
SHAFT AND ALIGMENT OF TUNNEL
BETWEEN THE SHAFT.
 CONSTRUCTION OF VERTICAL SHAFT BY
CONVENTIONAL DRILLING AND
CONTROLLED BLASTING METHOD
 PROVIDE CONCRETE REINFORCEMENT
TO THE PIPES SHAFT, ANCHOR BOLTS
ETC.
LIST OF MATERIALS
 CEMENT
 AGGREGATES
 ADMIXTURES
 REINFORCEMENT
 INSULATION MATERIALS FOR TUNNEL
AGAINST WATER
 ANTI BACTERIAL PAINT
LIST OF EQUIPMENTS
 TBM
 Probe Drilling Equip.
 SLD Crane
 Gantry Crane
 Locomotive
 Mine Car
 Main Ventilation Fan
 Compressor
 Dewatering Pumps
CONSTRUCTION METHODOLOGY
 A. WELL SINKING
 THE WELL FOUNDATION GENERALLY
CONSIST OF CONSTRUCTION OF THE
WELLS AND SINKING THEM DOWN TO THE
REQUIRE LEVEL BY DREDGING OF THE
SOIL AND OTHER MATERIAL,PLUGGING THE
BOTTOM.
 DEWATERING INSIDE THE WELL AND
GROUTING THE ROCK AT THE JUNCTION
OF THE WELL AND THE ROCK TO CONTROL
LEAKAGE OF WATER.
 B. SHAFT CONSTRUCTION
 DETAILED SURVEY IS CARRIED OUT TO
ESTABLISH THE LENGTH AND BEARING OF
TUNNEL BETWEEN TWO SHAFT.
 AFTER SINKING OF WELL, THE SHAFT IS TO
CONSTRUCT WITH CONTROL
BLASTING.FOR THE CONTROLLED
BLASTING OF SHAFT,THE DRILLING
PATTERN IS MADE.
 GEOLOGICAL INSPECTION IS CARRYING
OUT AT VARIOUS LOCATION DURING THE
WORK.
 IF THE ROCK IS WEAK,POOR IT IS
SUPPORTED SUITABLY BY PROVIDING
 C. TUNNEL CONSTRUCTION
 THE TUNNEL IS EXCAVATED USING
6.25 M DIA MODERN FULL FACE TBM
INCLUDING COMMUNICATION
FACILITIES,LIGHTINING,SAFETY
MEASURES ETC.
 FOR LINING OF THE TUNNEL THE
CONCRETE USED IS OF GRADE M25
OF REQUIRED SLUMP OF 90-120 MM
Underground water tunnel
Underground water tunnel
Underground water tunnel
Underground water tunnel

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Underground water tunnel

  • 1. PRESENTED BY:- RATNESH SHINDE DURGESH SHRIVASTAV NITESH SHEWANI SHIVANI KHARPUDE HARSHADA TELTUMBADE
  • 2. INTRODUCTION DEFINATION OF TUNNEL:- •TUNNELS ARE UNDERGROUND ARTIFICIAL PASSAGES OR ROADWAYS USED FOR TRANSPORTATION.THEY COULD BE USED FOR CARRYING WATER,SEWAGE,GASES,PASSENGERS ETC. •THE METHODS INVOLVE ARE UNDERGROUND OPERATIONS KNOWN AS TUNNEL DRIVING AND THE GROUND SURFACE IS NOT DISTURBED.
  • 3.
  • 4. NEED OF THE PROJECT  THE EXISTING PIPELINES IN MUMBAI ARE 110 YRS. OLD AND THEY ARE ABOVE THE EARTH SURFACE SO THERE WERE CORROSION AND SAFETY ISSUES DUE TO SALTY WATER AND HIGH HUMIDITY ALSO EXPECTED POPULATION OF MUMBAI TILL 2021 WILL BE 163.5 LACS AND 2051 WILL BE AROUND 200.43 LACS SO THERE WILL BE NEED OF MORE WATER SUPPLIES SO WATER PIPELINES ARE NEEDED FOR FULFILLING FUTURE DEMANDS. FOR MEETING ALL THESE PROBLEMS
  • 5.
  • 6.
  • 7. SALIENT FEATURES OF THE PROJECT  CONSTRUCTION OF VERTICAL SHAFT WITHIN THE WELL OF FINISHED DIA AND DEPTH OF SHAFT FROM THE GROUND LEVEL WITH THE HELP OF CONTROLLED BLASTING AND CONVENTIONAL DRILLING.  EXCAVATION OF TAIL TUNNEL AND ASSEMBLY TUNNEL BY CONTROLLED BLASTING AND CONVENTIONAL DRILLING.  BORING OF TUNNEL BY MODERN FULL FACE TBM INCLUDING
  • 8. SCOPE OF THE PROJECT  SURVEYING FOR FIXING LOCATION OF SHAFT AND ALIGMENT OF TUNNEL BETWEEN THE SHAFT.  CONSTRUCTION OF VERTICAL SHAFT BY CONVENTIONAL DRILLING AND CONTROLLED BLASTING METHOD  PROVIDE CONCRETE REINFORCEMENT TO THE PIPES SHAFT, ANCHOR BOLTS ETC.
  • 9. LIST OF MATERIALS  CEMENT  AGGREGATES  ADMIXTURES  REINFORCEMENT  INSULATION MATERIALS FOR TUNNEL AGAINST WATER  ANTI BACTERIAL PAINT
  • 10. LIST OF EQUIPMENTS  TBM  Probe Drilling Equip.  SLD Crane  Gantry Crane  Locomotive  Mine Car  Main Ventilation Fan  Compressor  Dewatering Pumps
  • 11. CONSTRUCTION METHODOLOGY  A. WELL SINKING  THE WELL FOUNDATION GENERALLY CONSIST OF CONSTRUCTION OF THE WELLS AND SINKING THEM DOWN TO THE REQUIRE LEVEL BY DREDGING OF THE SOIL AND OTHER MATERIAL,PLUGGING THE BOTTOM.  DEWATERING INSIDE THE WELL AND GROUTING THE ROCK AT THE JUNCTION OF THE WELL AND THE ROCK TO CONTROL LEAKAGE OF WATER.
  • 12.  B. SHAFT CONSTRUCTION  DETAILED SURVEY IS CARRIED OUT TO ESTABLISH THE LENGTH AND BEARING OF TUNNEL BETWEEN TWO SHAFT.  AFTER SINKING OF WELL, THE SHAFT IS TO CONSTRUCT WITH CONTROL BLASTING.FOR THE CONTROLLED BLASTING OF SHAFT,THE DRILLING PATTERN IS MADE.  GEOLOGICAL INSPECTION IS CARRYING OUT AT VARIOUS LOCATION DURING THE WORK.  IF THE ROCK IS WEAK,POOR IT IS SUPPORTED SUITABLY BY PROVIDING
  • 13.  C. TUNNEL CONSTRUCTION  THE TUNNEL IS EXCAVATED USING 6.25 M DIA MODERN FULL FACE TBM INCLUDING COMMUNICATION FACILITIES,LIGHTINING,SAFETY MEASURES ETC.  FOR LINING OF THE TUNNEL THE CONCRETE USED IS OF GRADE M25 OF REQUIRED SLUMP OF 90-120 MM