Pipeline Construction means to lay the pipes to serve their intended purposes. There are two kinds of pipelines: Liquid and Gaseous. The construction of both pipelines is similar. Construction of large scale cross country pipeline involves a multitude of activities.
Pipeline Construction Steps
Pipeline Construction steps can be broadly classified into the following three categories:
- Pipeline Pre-Construction Activities
- Pipeline Construction activities and
- Pipeline Post-Construction Activities
Pipeline Pre-Construction Activities
Pipeline pre-construction activities shall include the following:
- Reconnaissance Survey
- Detailed Engineering Survey
- Permits and Clearance
- Cadestral Survey
- Acquisition of Right of Way (ROW)
- Acquisition of Land for Repeater Stations and Block Valves
- Approval of QA/QC procedure
The main objectives of Reconnaissance survey are
- To establish the pipeline route
- To avoid populated areas, forest, and mining areas
- To keep the number of crossings to a minimum
- To ensure easy approachability to the ROW
- The utilization of existing ROW if any.
Reconnaissance survey is carried out by the following activities:
- Desktop study of Survey of India toposheets
- Site visits covering major control points
- Geographical Information System (GIS) packages
Information from reconnaissance survey include
- Route map in 1 : 10,000,00 scale
- Field data like altitude, terrain, cost of building materials
- Type and number of important crossings
Detailed Engineering Survey for Pipeline Construction
Detailed engineering survey for pipeline construction involves the following activities:
- Route Survey
- Ground Profile Survey
- Crossing Details
- Collection of hydrological data
- Collection of data on the type of terrain, soil and crop pattern
- Soil Resistivity Survey
Data available from detailed engineering survey include
- Route maps in 1: 50,000 scale
- Profile maps in 1: 25,000 scale
- Crossing details in 1: 200 scale
- Soil Resistivity Report
Permits and Clearances for Pipeline Construction
General Permits required for pipeline construction are:
- Canals and drains
- Other agencies
Statutory Permits required for pipeline construction are:
- Environment & Forest Clearance
- State Pollution Control Board Clearance
- Chief Controller of Explosives
Cadestral Survey for the pipeline construction route
Cadestral survey of the construction pipeline route involves the collection of the followings:
- Collection of village maps
- Transfer of IPs/TPs and marking of 18 meters. width of ROW on the village maps
- Identification of plots falling under the proposed 18 meters ROW marked for acquisition
- Calculation of plot areas
- Collection of land owner’s name and their addresses
- Collection of land rates, crop yield, and rates for different crops
Acquisition of ROW for pipeline construction
- The positioning of land acquisition personnel’s and notification of Competent Authority
- Preparation and Notification of land schedule
- Serving of Notice to landowners
- Hearing of objections from landowners
- Preparation and notification of schedule
- Award and disbursement of compensation
- Land compensation @ of 10% of land cost
- Crop compensation
- Standing crops
- Presumptive crops
- Preparation of notification for termination operation in respect of the lands and notification of the same
Pipeline Construction Activities
Pipeline Construction Activities can be broadly classified as below:
Front End activities for pipeline construction:
The front end activities for pipeline construction are listed below
- Opening of ROW
- Clearing and grading
- Hauling and stringing
- Welding & Radiography
- Joint coating
Back End activities of pipeline construction:
The back-end pipeline construction activities are
- Valves installation
- Final cleanup and restoration
- Installation of pipeline markers
- Clearing and Grading Operation:
- Stacking of ROW.
- Marking of ROW boundaries.
- Clearing of trees, bushes, farm crops, undergrowth, and routes, electrical and telephone poles falling within the 18 M width of ROW.
- Grading of ROW sufficient to be consistent with the maximum permitted pipe bending radius.
- Providing ramps, diversion at road crossings, hume pipe culverts for maintaining water flow across the ROW.
Hauling and Stringing of pipes
- All care shall be taken for transportation of the pipes from the coating yard to the ROW without damage to coating and pipe.
- Stringing shall be done in such a manner that pipes are easily accessible and shall not hinder the movement of equipment.
- In rocky areas, pipe stringing shall be done after rock trenching.
- Stringing shall not be done for more than 10 km ahead of trenching.
- Pipes of special grades or wall thickness shall be strung at the required specific locations.
Trenching for laying pipelines
- The pipeline shall be laid at a distance of 5 meters from one edge of the ROW.
- Stacking of trench line.
- The width of the trench shall be equal to the pipe diameter plus 400 mm.
- The depth of the trench shall be equal to the diameter of the pipe plus 1 meter.
- Extra width and depth shall be provided in rocky terrain.
- Stripping of the topsoil up to 30 cm of the trench and storing separately.
- Suitable crossing for passage of men, equipment, cattle, etc. shall be provided.
Bending of pipes
- The bending of the pipe is required to negotiate changes in vertical and horizontal alignment of the pipeline.
- Bending procedure has to be approved before bending of pipes
- Cold field bends shall only be used
- The radius of bends shall be limited to 40 D for pipes up to 18” dia and to 60 D for pipes of 20” and above.
- Welding seams to be kept in the plane passing through the neutral axis of bending.
- Tangents of minimum 2 M length to be left at both ends of the pipe.
- Check for ovality, thinning, wrinkles, and buckles.
Welding of pipeline
- Welding procedure specification has to be prepared for approval of the procedure and qualification of the welders as per API 1104.
- Welding is done using a vertical down technique with cellulose coated electrodes.
- An internal line-up clamp shall be used for proper alignment of the joint.
- Initial weld: Root/ stringer bead.
- 2nd run: hot pass to reinforce root bead.
- 3rd/ 4th run Fillers;
- 5th: Capping
Radiographic inspection of pipelines for pipeline construction
- Radiographic inspection is carried out by using X-rays.
- Visual inspection of all welds shall be carried out by qualified welding engineer having minimum qualification of Level – II certification.
- All joints at the following locations shall be radiographed.
- Initial 1 km.
- At cased road/rail, submerged crossings,
- Tie-ins (including golden tie-ins)
- Marshy areas.
- Valves and insulating couplings
- 20% of balance mainline joints(100% here)
Field Joint Coating
- 250 mm on either side of the pipe is left un-coated in the coating yard to facilitate welding.
- The width of the sleeve shall depend upon the cut back length provided in the yard coated pipe.
- Heat shrinkable sleeves are used for coating welded joints.
Joint Coating procedure
- The pipe surface is sandblasted to SA-21/2 specification.
- The sandblasted area is heated up to 600C and the epoxy primary is applied on the surface.
- The sleeve is wrapped around and then shrunk on the joint using a propane/ LPG torch.
- Air bubbles trapped are removed using hand rollers.
- The integrity of the joint coating is tested by conducting a peel test.
Lowering of Pipeline in the trenches
- The excavated trench should be free from excess earth, rock, hard clods, and other debris.
- The coating of the pipe string shall be checked for damages by using a holiday detector.
- Repair of coating damages.
- Sand padding and rock shield are provided in rocky areas before lowering.
Backfilling of Pipeline
- Backfilling shall be done immediately after lowering.
- Backfilling shall be done with earth free of hard lumps, boulders, rock, etc.
- Sand padding over the pipe shall be provided in rocky areas.
- Slope breakers shall be provided in steep gradients to avoid the washout of the trench.
Pipeline Construction Tie-ins
- Situations in mainline such as rail/ road/ river crossings etc. may cause a break in the continuity of mainline laying operation and are normally by-passed by the mainline laying crew.
- The process of connecting the unconnected sections of the pipeline is defined us a tie-in operation.
Crossings in Pipeline construction Route
Type of Crossings:
- Open cut :Roads, cart tracks, and minor watercourses.
- Cased :Railways, National Highways, and State Highways
- Submerged crossings :Major rivers
- HDD crossings :Perennial rivers and canals
Hydrostatic Testing of Pipeline during Pipeline construction
Objectives for Hydrotesting
- To establish that the pipeline has the required strength to which it has been designed.
- To demonstrate leak tightness of the pipeline.
Parameters for choosing test sections
- Availability of water
- Suitable place for disposal
- Ground profile
Pipeline Hydro-Test procedure:
- Air cleaning the pipeline to clear of all debris and muck
- Water filling with corrosion inhibitor
- Thermal stabilization
- Evaluation and acceptance
Pipeline Valve Installation
- Block valves are either Hand operated or Motor operated.
- Mainline isolation valves are provided at an approximate interval of 25 to 35 km. depending upon the size of the line.
- Isolation valves are provided on either side of major rivers.
- Tapings for pig signaler and pressure transmitters are provided at the valve locations for monitoring the pressure, temperature, and moment of the pig.
Final clean up, Restoration and Installation of Markers
- After construction, ROW is leveled and restored to the entire satisfaction of the landowners/ authorities.
- All drains, utility lines, water lines damaged during construction are restored to the original position.
- Pipeline markers such as kilometer post, turning points/ direction markers, warning signs, and boundary pillars are provided.
- ROW is notified for closure.
- Payment of crop compensation.
Documentation of Pipeline Construction Activities
All pipeline construction activities must be documented for future reference purposes. The following should be maintained
- Daily logbook
- Separate register for each activity
- Pipe Book
- Welding inspection report
- Radiographic inspection report
- Tie-in charts
- Pipe damage register
- Deviation/ NCR register
- Equipment & manpower mobilization report
- Hydrostatic testing register
- Claims register
- Due to deviations
- Due to a change in the work plan
- Damage to pipes etc.
Major Pipeline Construction Equipment
List of major equipment required for construction:
Pipeline Post-Construction Activities
Post construction Activities of pipelines construction shall include the following:
- Caliper survey
- Line preservation
- Cathodic Protection
- Caliper survey establishes the geometric integrity of the pipeline constructed and helps to establish a base data for future reference.
- Helps to eliminate un-noticed pipe defects during construction.
- The constructed pipeline is preserved when there is a substantial lag between mechanical completion and actual commissioning.
- Preservation is carried out by water filling of the pipeline with suitable dosages of corrosion inhibitor.
- Temporary Cathodic Protection to the pipeline is provided by using sacrificial anodes during the construction period.
- Permanent Cathodic Protection of the pipeline is provided with the impressed current after construction and during the operation of the pipeline.
- Click here to know more about cathodic protection
Commissioning of Pipeline
After mechanical completion of the pipeline, the line is commissioned after completion of the following activities.
- Commissioning and making ready for the pumping and delivery stations.
- Obtaining various permits and clearances.
- Arranging products.
- Click here to know more about pipeline start-up and commissioning activities