際際滷

際際滷Share a Scribd company logo
Welcome
To
My Presentation
Project Title
Pipeline Construction and Network Analysis for
Transporting Petroleum in Jalalabad Gas
Transmission & Distribution System Limited
Department of Petroleum & Mining Engineering
Jessore University of Science & Technology
Supervised By
Md. Minhaj Uddin Monir
Asst. Professor
Presented By
Gazi Mahade Hasan
Roll No: 090801
Session: 2009-2010
INTRODUCTION
 Jalalabad Gas Transmission & Distribution System
Limited (JGTDSL) is one of the leading gas transmission
companies in Bangladesh
 JGTDSL has 455.918 km Transmission Pipeline,
1322.603 km Distribution Pipeline, 1059.995 km Feeder
& Service Line and other 692.397 km Consumer Made
pipeline. Daily gas sales of JGTDSL are 220 mmscfd.
 The present study is about the Construction of 8" 淡 
145 (賊4) psig  10 km pipeline from Pirojpur to
Rashidpur & 6"淡  145 (賊4) psig  15 km pipeline
from Rashidpur to Tajpur and Construction of
Rashidpur & Tajpur DRS in Biswanath Upazilla,
Sylhet.
Location of the Study Area
Biswanath upazilla lies in Sylhet district some 20 km away from Sylhet and
225 km from Dhaka. The area of this upazilla is 214.50 sq. km and located
in between 24属44卒 and 24属56卒 north latitudes and in between 91属39卒 and
91属50卒 east longitudes
Objectives of Study
 To understand the pipeline construction process.
 To determine the gas flow through pipe.
 To observe the flow control and regulating system.
 To observe the valve and metering station.
 To analyze the network of pipeline.
 To determine the official formalities for pipeline
construction.
 To determine the risks of pipeline construction site
 To determine the testing procedures of pipeline.
Materials
The following materials are used for pipeline construction work
Materials
For construction
Bulldozer
Excavator
Side boom
Crane
Welding generator
Chain Dozer
Holiday Detector
Clamp
De-watering pump
Trailer/ Truck
Hydrostatic Testing
pump
For Metering & Regulation Station
Insulating Joint
Ball Valves
Glove Valve
Slum Shut-off
Valve
Relief Valve
Filter Separator
Electronic Odorizer
Turbine Meter
Gas Pressure Reducing
Regulator
Software
Auto CAD
2007
Paint.NET
v3.5.10
Pipe Flow
Expert
v5.12
Methodology
Pipeline Design
 Many intricacies are involved in designing a modern
pipeline system.
 Amount of FLOW that must flow through the pipeline is
one of the first items of information required.
BUT
 Economic and Financial Feasibility are difficult to
estimate.
Working Flow Chart
Pipeline Construction Work
Pre-construction
Surveying Construction
Plan
PDPP
Land Acquisition
& Requisition
Invitation for
Tender
Contact
Award
Procurement
Pipeline Design
Feasibility
Study
Market
Survey
ROW
Selection
Cost
Estimation
Pressure
Calculation
Pipe
Specification
Construction
Equipment selection
Cleaning the ROW
Stringing the Pipe along ROW
Welding the Pipe Joints Together
NDT of Welding Joints
Coating & Wrapping
Ditching / Trenching
Crossing
Holiday Test
Lowering & Backfilling
Pigging
Hydrostatic Test
Pipeline Drying
Pipeline Commissioning
DRS Construction
Gas Network Simulation and
Analysis
Layout of
Design
Layout of Designs
The following designs are the base of this construction
work.
- Right of Way (ROW) of Pirojpur to Tajpur
- Pirojpur DRS
- Rashidpur DRS
- Tajpur DRS
ROW of Pirojpur to Tajpur
Pirojpur DRS
Rashidpur DRS
Tajpur DRS
Result and Discussion
Project Feasibility Study
The feasibility study is an evaluation and analysis of the potential of a proposed
project which is based on extensive investigation and research to support the process
of decision making.
Project is feasible when,
- Internal Rate of Return (IRR) > 15%
- Net Present Value (NPV) is Positive
- Benefit Cost Ratio (BCR) > 1
In Pirojpur to Tajpur Pipeline Construction Project,
BCR (Financial) = 1.04
BCR (Economic) = 1.50
IRR (Financial) = 16.68 %
IRR (Economic) = 25.91 %
NPV = (+)
So the project is both financially and economically feasible.
Major steps for pipeline Construction
Equipment Selection
It is one of the most important steps in pipeline
construction works. These equipments must be
selected as per design requirement. The selected
equipments should be cost effective and efficient in
work.
ROW Clearing And Grading
ROW is cleared of barriers and graded for movement of
construction equipment, materials and ultimately construction of
pipeline. Bulldozer & Excavator is used to clearing & grading of
ROW
Stringing the Pipe Along ROW
Stringing is aligning the pipe along the ROW. It is done using
share leg.
Welding Operation
Welding is a fabrication or sculptural process that joins
materials, usually metals or thermoplastics, by causing
coalescence.
NDT of Welding Joints
Non-destructive testing (NDT) is the use of noninvasive
techniques to determine the integrity of a material,
component or structure or quantitatively measure some
characteristic of an object. i.e. Inspect or measure without
doing harm.
Coating and Wrapping of pipes
After welding and cleaning
the upper surface of pipe the,
the whole pipe is coated with
a chemical called primer.
Then it is wrapped with tape.
Trenching Operation
A trench, or ditch, must be dug to allow the pipe to bury the
pipe. It is usually made to one side of the center of the ROW.
Canal Crossing
Crossing is required when canal or river exist on the way of pipeline
route. Here a concrete support is used to protect the pipe from water flow.
This concrete support is called RCC. It is made by the following ratio of
rod, cement and concrete
Rod : Concrete : Cement = 1:2:4
Holiday Test
Holiday test is one of the non-destructive test method
applied on protective coatings to detect unacceptable
discontinuities such as pinholes and voids. Basically two
types of holiday detectors are used which are following
Low-voltage holiday detector High-voltage holiday detector
Pigging
Pigging is a maintenance operation of pipeline which includes
cleaning and inspecting the line. This operation is done by using
devices known as pigs. This is accomplished by inserting the
pig into a pig launcher and receiving it in pig receiver.
Hydrostatic Test
A hydrostatic test is performed to determine the integrity and
soundness of pressure vessels and piping joints. It is done
after pigging.
Pipeline Drying
Prior to the commissioning the pipeline should be dry up.
Attaining the correct dryness level can help inhibit
microbiologically influenced corrosion (MIC), hydrates and other
issues. This operation is done by foam pig launching through
the pipe.
Lowering and Backfilling
Pipe joint is lowered to the trench using sideboom. After laying
the pipe in the trench or ditch, it is filled by the overburden
which is called backfilling.
Pipeline Commissioning
Commissioning involves injecting natural gas into the
pipeline. The commissioning plan contains the
sequence of measures together with the safety
precautions to be adhered to. Gassing-up with inert
gas (nitrogen) is necessary in the event of immediate
tie-in into natural gas network in order to maintain a
slight gauge pressure inside the pipeline as opposed
to atmospheric pressure until the pipeline can be
finally tied into the network.
Gas Network Simulation and Analysis
Gas networks simulation or Gas Pipeline Simulation is
a process of defining the mathematical model of the
gas transport and distribution systems, which are
usually composed of highly integrated pipe network
operating over a wide range of pressures. Simulation
allows to predict the behavior of gas network systems
under different conditions. Such predictions can be
effectively used to guide decisions regarding the
design and operation of the real system.
Simulation Model Development
A model is similar to but simpler than the system it represents. Model
represents the characteristics or behavior of the real-world or system. It
should not be complex.
Conclusion and Recommendation
Conventional pipeline construction methods are generally followed in
Bangladesh. Some analytical methods can be applied with these
conventional methods for appropriate construction work such as
 General Analyses
- Ring Stability
- Maximum and Minimum Height of Cover
- Allowable Ring Deflection
- Backfill and Embedment Specifications
 Longitudinal Analysis
- Thrust Restraint
- Longitudinal Contraction
- Beam Action
- Longitudinal Stress Analysis.
Contd.
 Specific Analyses
- Pertinent Variables
- Performance Limits
- Design for Internal Pressure
- Soil Mechanics
- Ring Stability
- External Pressures and Loads
- Pipe Mechanics
Thank You

More Related Content

What's hot (20)

SILT FACTOR FOR SCOUR CALCULATION AROUND BRIDGE FOUNDATION.pdf
SILT FACTOR FOR SCOUR CALCULATION AROUND BRIDGE FOUNDATION.pdfSILT FACTOR FOR SCOUR CALCULATION AROUND BRIDGE FOUNDATION.pdf
SILT FACTOR FOR SCOUR CALCULATION AROUND BRIDGE FOUNDATION.pdf
R K DHIMAN
TOP DOWN CRACKING IN FLEXIBLE PAVEMENTS
TOP DOWN CRACKING  IN FLEXIBLE PAVEMENTSTOP DOWN CRACKING  IN FLEXIBLE PAVEMENTS
TOP DOWN CRACKING IN FLEXIBLE PAVEMENTS
EVERSENDAI ENGINEERING (L.L.C.)
Canal design
Canal designCanal design
Canal design
brijlata sharma
Design of Liquid Storage Structures
Design of Liquid Storage StructuresDesign of Liquid Storage Structures
Design of Liquid Storage Structures
Ananthakumar75
Geometric Design of highway
Geometric Design of highway Geometric Design of highway
Geometric Design of highway
RAMPRASAD KUMAWAT
TRAINING REPORT ON COSTRUCTION OF FLYOVER FROM MITHAPUR TO CHIRIYATAND (BIHAR)
TRAINING REPORT ON  COSTRUCTION OF FLYOVER FROM  MITHAPUR TO CHIRIYATAND (BIHAR)TRAINING REPORT ON  COSTRUCTION OF FLYOVER FROM  MITHAPUR TO CHIRIYATAND (BIHAR)
TRAINING REPORT ON COSTRUCTION OF FLYOVER FROM MITHAPUR TO CHIRIYATAND (BIHAR)
vishal prakash
Earthen dam
Earthen damEarthen dam
Earthen dam
gidc engineering college
GGBS
GGBSGGBS
GGBS
Avinash Shaw
Presentation for unit 2 precipitation and its measurement
Presentation for unit 2 precipitation and its measurementPresentation for unit 2 precipitation and its measurement
Presentation for unit 2 precipitation and its measurement
verma shashikant
Horizontal alignment of Roads
Horizontal alignment of RoadsHorizontal alignment of Roads
Horizontal alignment of Roads
Latif Hyder Wadho
Shear Strength sivakugan
Shear Strength sivakuganShear Strength sivakugan
Shear Strength sivakugan
Zakee Kazmee
Pipeline design for water supply
Pipeline design for water supplyPipeline design for water supply
Pipeline design for water supply
Tej Binod Pandey
Weirs on Permeable Foundations
Weirs on Permeable FoundationsWeirs on Permeable Foundations
Weirs on Permeable Foundations
Malla Reddy University
Construction of secant piles presentation
Construction of secant piles   presentationConstruction of secant piles   presentation
Construction of secant piles presentation
PALLA NARASIMHUDU
STRUKTUR JEMBATAN
STRUKTUR JEMBATANSTRUKTUR JEMBATAN
STRUKTUR JEMBATAN
Cut Nawalul Azka
Group index method
Group index methodGroup index method
Group index method
Usama Aslam
7. TUNNEL ENGINEERING
7. TUNNEL ENGINEERING7. TUNNEL ENGINEERING
7. TUNNEL ENGINEERING
VATSAL PATEL
OVM250 Stay Cable System.ppt
OVM250 Stay Cable System.pptOVM250 Stay Cable System.ppt
OVM250 Stay Cable System.ppt
SaritaJoshi5
Chapter 09
Chapter 09Chapter 09
Chapter 09
SantistebanCampos
Thin film oven test (tfot)
Thin film oven test (tfot)Thin film oven test (tfot)
Thin film oven test (tfot)
A O
SILT FACTOR FOR SCOUR CALCULATION AROUND BRIDGE FOUNDATION.pdf
SILT FACTOR FOR SCOUR CALCULATION AROUND BRIDGE FOUNDATION.pdfSILT FACTOR FOR SCOUR CALCULATION AROUND BRIDGE FOUNDATION.pdf
SILT FACTOR FOR SCOUR CALCULATION AROUND BRIDGE FOUNDATION.pdf
R K DHIMAN
Design of Liquid Storage Structures
Design of Liquid Storage StructuresDesign of Liquid Storage Structures
Design of Liquid Storage Structures
Ananthakumar75
Geometric Design of highway
Geometric Design of highway Geometric Design of highway
Geometric Design of highway
RAMPRASAD KUMAWAT
TRAINING REPORT ON COSTRUCTION OF FLYOVER FROM MITHAPUR TO CHIRIYATAND (BIHAR)
TRAINING REPORT ON  COSTRUCTION OF FLYOVER FROM  MITHAPUR TO CHIRIYATAND (BIHAR)TRAINING REPORT ON  COSTRUCTION OF FLYOVER FROM  MITHAPUR TO CHIRIYATAND (BIHAR)
TRAINING REPORT ON COSTRUCTION OF FLYOVER FROM MITHAPUR TO CHIRIYATAND (BIHAR)
vishal prakash
Presentation for unit 2 precipitation and its measurement
Presentation for unit 2 precipitation and its measurementPresentation for unit 2 precipitation and its measurement
Presentation for unit 2 precipitation and its measurement
verma shashikant
Horizontal alignment of Roads
Horizontal alignment of RoadsHorizontal alignment of Roads
Horizontal alignment of Roads
Latif Hyder Wadho
Shear Strength sivakugan
Shear Strength sivakuganShear Strength sivakugan
Shear Strength sivakugan
Zakee Kazmee
Pipeline design for water supply
Pipeline design for water supplyPipeline design for water supply
Pipeline design for water supply
Tej Binod Pandey
Construction of secant piles presentation
Construction of secant piles   presentationConstruction of secant piles   presentation
Construction of secant piles presentation
PALLA NARASIMHUDU
Group index method
Group index methodGroup index method
Group index method
Usama Aslam
7. TUNNEL ENGINEERING
7. TUNNEL ENGINEERING7. TUNNEL ENGINEERING
7. TUNNEL ENGINEERING
VATSAL PATEL
OVM250 Stay Cable System.ppt
OVM250 Stay Cable System.pptOVM250 Stay Cable System.ppt
OVM250 Stay Cable System.ppt
SaritaJoshi5
Thin film oven test (tfot)
Thin film oven test (tfot)Thin film oven test (tfot)
Thin film oven test (tfot)
A O

Similar to Final Project Presentation (20)

SDP Presentation.pptx
SDP Presentation.pptxSDP Presentation.pptx
SDP Presentation.pptx
SubhransuPatra3
Senior Inspection Engineer V.Chandrasekhar RESUME as on 01-12-2014
Senior Inspection Engineer V.Chandrasekhar RESUME as on 01-12-2014Senior Inspection Engineer V.Chandrasekhar RESUME as on 01-12-2014
Senior Inspection Engineer V.Chandrasekhar RESUME as on 01-12-2014
Chandra ABS IV
SUMER_MECH_Er
SUMER_MECH_ErSUMER_MECH_Er
SUMER_MECH_Er
SUMER SINGH YADAV
Agr Field Operations Pipeline Inspection
Agr Field Operations Pipeline InspectionAgr Field Operations Pipeline Inspection
Agr Field Operations Pipeline Inspection
jsthetford
SNGPL Industrial Training Report Presentation
SNGPL Industrial Training Report PresentationSNGPL Industrial Training Report Presentation
SNGPL Industrial Training Report Presentation
Shams Ul Islam
EFFECT OF DIMPLES ON FLOW PERFORMANCE OF ENHANCED SURFACE TUBES
EFFECT OF DIMPLES ON FLOW PERFORMANCE OF ENHANCED SURFACE TUBESEFFECT OF DIMPLES ON FLOW PERFORMANCE OF ENHANCED SURFACE TUBES
EFFECT OF DIMPLES ON FLOW PERFORMANCE OF ENHANCED SURFACE TUBES
IRJET Journal
VNCV150515
VNCV150515VNCV150515
VNCV150515
Nicholas Vaughan
Lory Francis Navor - CV
Lory Francis Navor - CVLory Francis Navor - CV
Lory Francis Navor - CV
lory francis navor
An Investigation into the Flow Mechanism of Gas-Solids Flow of Fine and Dusty...
An Investigation into the Flow Mechanism of Gas-Solids Flow of Fine and Dusty...An Investigation into the Flow Mechanism of Gas-Solids Flow of Fine and Dusty...
An Investigation into the Flow Mechanism of Gas-Solids Flow of Fine and Dusty...
Khusro Kamaluddin
Corrosion control
Corrosion controlCorrosion control
Corrosion control
Duy Vu
pipe line inspection robot ppt
pipe line inspection robot pptpipe line inspection robot ppt
pipe line inspection robot ppt
Suchit Moon
Pigging In OIL INDUSTRY
Pigging In OIL INDUSTRY Pigging In OIL INDUSTRY
Pigging In OIL INDUSTRY
Manish Srivastava
Modelling and Stress Analysis of the Pig Loop Module of a Piping System.
Modelling and Stress Analysis of the Pig Loop Module of a Piping System.Modelling and Stress Analysis of the Pig Loop Module of a Piping System.
Modelling and Stress Analysis of the Pig Loop Module of a Piping System.
IJRES Journal
Pipe line Inspection Robot
Pipe line Inspection RobotPipe line Inspection Robot
Pipe line Inspection Robot
-
7- transportation.pdf
7- transportation.pdf7- transportation.pdf
7- transportation.pdf
elsayedAmer7
Rengaraj n c vdone
Rengaraj  n c vdoneRengaraj  n c vdone
Rengaraj n c vdone
Assignment Help
Transmission line Project
Transmission line ProjectTransmission line Project
Transmission line Project
Pankaj Kumar Dwivedi
IRJET- Case Study of RCC Structure with the Help of Non Destructive Testing
IRJET-  	  Case Study of RCC Structure with the Help of Non Destructive TestingIRJET-  	  Case Study of RCC Structure with the Help of Non Destructive Testing
IRJET- Case Study of RCC Structure with the Help of Non Destructive Testing
IRJET Journal
Maintenance Design of flexible pavement by using CBR method
Maintenance Design of flexible pavement by using CBR methodMaintenance Design of flexible pavement by using CBR method
Maintenance Design of flexible pavement by using CBR method
KaungHtetNaing13
Orbital Welding Seminar report
Orbital Welding Seminar reportOrbital Welding Seminar report
Orbital Welding Seminar report
Anshad Ali
SDP Presentation.pptx
SDP Presentation.pptxSDP Presentation.pptx
SDP Presentation.pptx
SubhransuPatra3
Senior Inspection Engineer V.Chandrasekhar RESUME as on 01-12-2014
Senior Inspection Engineer V.Chandrasekhar RESUME as on 01-12-2014Senior Inspection Engineer V.Chandrasekhar RESUME as on 01-12-2014
Senior Inspection Engineer V.Chandrasekhar RESUME as on 01-12-2014
Chandra ABS IV
Agr Field Operations Pipeline Inspection
Agr Field Operations Pipeline InspectionAgr Field Operations Pipeline Inspection
Agr Field Operations Pipeline Inspection
jsthetford
SNGPL Industrial Training Report Presentation
SNGPL Industrial Training Report PresentationSNGPL Industrial Training Report Presentation
SNGPL Industrial Training Report Presentation
Shams Ul Islam
EFFECT OF DIMPLES ON FLOW PERFORMANCE OF ENHANCED SURFACE TUBES
EFFECT OF DIMPLES ON FLOW PERFORMANCE OF ENHANCED SURFACE TUBESEFFECT OF DIMPLES ON FLOW PERFORMANCE OF ENHANCED SURFACE TUBES
EFFECT OF DIMPLES ON FLOW PERFORMANCE OF ENHANCED SURFACE TUBES
IRJET Journal
An Investigation into the Flow Mechanism of Gas-Solids Flow of Fine and Dusty...
An Investigation into the Flow Mechanism of Gas-Solids Flow of Fine and Dusty...An Investigation into the Flow Mechanism of Gas-Solids Flow of Fine and Dusty...
An Investigation into the Flow Mechanism of Gas-Solids Flow of Fine and Dusty...
Khusro Kamaluddin
Corrosion control
Corrosion controlCorrosion control
Corrosion control
Duy Vu
pipe line inspection robot ppt
pipe line inspection robot pptpipe line inspection robot ppt
pipe line inspection robot ppt
Suchit Moon
Modelling and Stress Analysis of the Pig Loop Module of a Piping System.
Modelling and Stress Analysis of the Pig Loop Module of a Piping System.Modelling and Stress Analysis of the Pig Loop Module of a Piping System.
Modelling and Stress Analysis of the Pig Loop Module of a Piping System.
IJRES Journal
Pipe line Inspection Robot
Pipe line Inspection RobotPipe line Inspection Robot
Pipe line Inspection Robot
-
7- transportation.pdf
7- transportation.pdf7- transportation.pdf
7- transportation.pdf
elsayedAmer7
IRJET- Case Study of RCC Structure with the Help of Non Destructive Testing
IRJET-  	  Case Study of RCC Structure with the Help of Non Destructive TestingIRJET-  	  Case Study of RCC Structure with the Help of Non Destructive Testing
IRJET- Case Study of RCC Structure with the Help of Non Destructive Testing
IRJET Journal
Maintenance Design of flexible pavement by using CBR method
Maintenance Design of flexible pavement by using CBR methodMaintenance Design of flexible pavement by using CBR method
Maintenance Design of flexible pavement by using CBR method
KaungHtetNaing13
Orbital Welding Seminar report
Orbital Welding Seminar reportOrbital Welding Seminar report
Orbital Welding Seminar report
Anshad Ali

Final Project Presentation

  • 2. Project Title Pipeline Construction and Network Analysis for Transporting Petroleum in Jalalabad Gas Transmission & Distribution System Limited Department of Petroleum & Mining Engineering Jessore University of Science & Technology Supervised By Md. Minhaj Uddin Monir Asst. Professor Presented By Gazi Mahade Hasan Roll No: 090801 Session: 2009-2010
  • 3. INTRODUCTION Jalalabad Gas Transmission & Distribution System Limited (JGTDSL) is one of the leading gas transmission companies in Bangladesh JGTDSL has 455.918 km Transmission Pipeline, 1322.603 km Distribution Pipeline, 1059.995 km Feeder & Service Line and other 692.397 km Consumer Made pipeline. Daily gas sales of JGTDSL are 220 mmscfd. The present study is about the Construction of 8" 淡 145 (賊4) psig 10 km pipeline from Pirojpur to Rashidpur & 6"淡 145 (賊4) psig 15 km pipeline from Rashidpur to Tajpur and Construction of Rashidpur & Tajpur DRS in Biswanath Upazilla, Sylhet.
  • 4. Location of the Study Area Biswanath upazilla lies in Sylhet district some 20 km away from Sylhet and 225 km from Dhaka. The area of this upazilla is 214.50 sq. km and located in between 24属44卒 and 24属56卒 north latitudes and in between 91属39卒 and 91属50卒 east longitudes
  • 5. Objectives of Study To understand the pipeline construction process. To determine the gas flow through pipe. To observe the flow control and regulating system. To observe the valve and metering station. To analyze the network of pipeline. To determine the official formalities for pipeline construction. To determine the risks of pipeline construction site To determine the testing procedures of pipeline.
  • 6. Materials The following materials are used for pipeline construction work Materials For construction Bulldozer Excavator Side boom Crane Welding generator Chain Dozer Holiday Detector Clamp De-watering pump Trailer/ Truck Hydrostatic Testing pump For Metering & Regulation Station Insulating Joint Ball Valves Glove Valve Slum Shut-off Valve Relief Valve Filter Separator Electronic Odorizer Turbine Meter Gas Pressure Reducing Regulator Software Auto CAD 2007 Paint.NET v3.5.10 Pipe Flow Expert v5.12
  • 7. Methodology Pipeline Design Many intricacies are involved in designing a modern pipeline system. Amount of FLOW that must flow through the pipeline is one of the first items of information required. BUT Economic and Financial Feasibility are difficult to estimate.
  • 8. Working Flow Chart Pipeline Construction Work Pre-construction Surveying Construction Plan PDPP Land Acquisition & Requisition Invitation for Tender Contact Award Procurement Pipeline Design Feasibility Study Market Survey ROW Selection Cost Estimation Pressure Calculation Pipe Specification Construction Equipment selection Cleaning the ROW Stringing the Pipe along ROW Welding the Pipe Joints Together NDT of Welding Joints Coating & Wrapping Ditching / Trenching Crossing Holiday Test Lowering & Backfilling Pigging Hydrostatic Test Pipeline Drying Pipeline Commissioning DRS Construction Gas Network Simulation and Analysis Layout of Design
  • 9. Layout of Designs The following designs are the base of this construction work. - Right of Way (ROW) of Pirojpur to Tajpur - Pirojpur DRS - Rashidpur DRS - Tajpur DRS
  • 10. ROW of Pirojpur to Tajpur
  • 14. Result and Discussion Project Feasibility Study The feasibility study is an evaluation and analysis of the potential of a proposed project which is based on extensive investigation and research to support the process of decision making. Project is feasible when, - Internal Rate of Return (IRR) > 15% - Net Present Value (NPV) is Positive - Benefit Cost Ratio (BCR) > 1 In Pirojpur to Tajpur Pipeline Construction Project, BCR (Financial) = 1.04 BCR (Economic) = 1.50 IRR (Financial) = 16.68 % IRR (Economic) = 25.91 % NPV = (+) So the project is both financially and economically feasible.
  • 15. Major steps for pipeline Construction Equipment Selection It is one of the most important steps in pipeline construction works. These equipments must be selected as per design requirement. The selected equipments should be cost effective and efficient in work.
  • 16. ROW Clearing And Grading ROW is cleared of barriers and graded for movement of construction equipment, materials and ultimately construction of pipeline. Bulldozer & Excavator is used to clearing & grading of ROW
  • 17. Stringing the Pipe Along ROW Stringing is aligning the pipe along the ROW. It is done using share leg.
  • 18. Welding Operation Welding is a fabrication or sculptural process that joins materials, usually metals or thermoplastics, by causing coalescence.
  • 19. NDT of Welding Joints Non-destructive testing (NDT) is the use of noninvasive techniques to determine the integrity of a material, component or structure or quantitatively measure some characteristic of an object. i.e. Inspect or measure without doing harm.
  • 20. Coating and Wrapping of pipes After welding and cleaning the upper surface of pipe the, the whole pipe is coated with a chemical called primer. Then it is wrapped with tape.
  • 21. Trenching Operation A trench, or ditch, must be dug to allow the pipe to bury the pipe. It is usually made to one side of the center of the ROW.
  • 22. Canal Crossing Crossing is required when canal or river exist on the way of pipeline route. Here a concrete support is used to protect the pipe from water flow. This concrete support is called RCC. It is made by the following ratio of rod, cement and concrete Rod : Concrete : Cement = 1:2:4
  • 23. Holiday Test Holiday test is one of the non-destructive test method applied on protective coatings to detect unacceptable discontinuities such as pinholes and voids. Basically two types of holiday detectors are used which are following Low-voltage holiday detector High-voltage holiday detector
  • 24. Pigging Pigging is a maintenance operation of pipeline which includes cleaning and inspecting the line. This operation is done by using devices known as pigs. This is accomplished by inserting the pig into a pig launcher and receiving it in pig receiver.
  • 25. Hydrostatic Test A hydrostatic test is performed to determine the integrity and soundness of pressure vessels and piping joints. It is done after pigging.
  • 26. Pipeline Drying Prior to the commissioning the pipeline should be dry up. Attaining the correct dryness level can help inhibit microbiologically influenced corrosion (MIC), hydrates and other issues. This operation is done by foam pig launching through the pipe.
  • 27. Lowering and Backfilling Pipe joint is lowered to the trench using sideboom. After laying the pipe in the trench or ditch, it is filled by the overburden which is called backfilling.
  • 28. Pipeline Commissioning Commissioning involves injecting natural gas into the pipeline. The commissioning plan contains the sequence of measures together with the safety precautions to be adhered to. Gassing-up with inert gas (nitrogen) is necessary in the event of immediate tie-in into natural gas network in order to maintain a slight gauge pressure inside the pipeline as opposed to atmospheric pressure until the pipeline can be finally tied into the network.
  • 29. Gas Network Simulation and Analysis Gas networks simulation or Gas Pipeline Simulation is a process of defining the mathematical model of the gas transport and distribution systems, which are usually composed of highly integrated pipe network operating over a wide range of pressures. Simulation allows to predict the behavior of gas network systems under different conditions. Such predictions can be effectively used to guide decisions regarding the design and operation of the real system.
  • 30. Simulation Model Development A model is similar to but simpler than the system it represents. Model represents the characteristics or behavior of the real-world or system. It should not be complex.
  • 31. Conclusion and Recommendation Conventional pipeline construction methods are generally followed in Bangladesh. Some analytical methods can be applied with these conventional methods for appropriate construction work such as General Analyses - Ring Stability - Maximum and Minimum Height of Cover - Allowable Ring Deflection - Backfill and Embedment Specifications Longitudinal Analysis - Thrust Restraint - Longitudinal Contraction - Beam Action - Longitudinal Stress Analysis.
  • 32. Contd. Specific Analyses - Pertinent Variables - Performance Limits - Design for Internal Pressure - Soil Mechanics - Ring Stability - External Pressures and Loads - Pipe Mechanics