Slideshow image
   
becpl
Mfg. of Water well Drilling Rigs, Dth Hammers and Button Bits...
 
phe
Water Well Drilling Rigs, Dth Drilling Rigs, Rotary Drilling Rigs...
 
phe
Blast hole Drills, Water Well Drilling Rig, Mud Pumps, Vertical Turbine Pumps...
klrsai deepagetechjcr
 

Gas Transmission Line Installed in India Using HDD

Gas Transmission Line Installed in India Using HDD Gas Transmission Line Installed in India Using HDD Gas Transmission Line Installed in India Using HDD
 

The company (Accord Engineering) was presented with a project that called for the installation of a 35.5-cm (14-in) steel, high-pressure gas transmission line from Chennai to Bangalore, India. Kazstroy, a Kazakhstan-based gas company, was the project owner.

Accord Engineering was asked to bid on a 680-m (2,231-ft) bore under a meandering river near Chennai. This was the largest crossing in the parcel of work, and Accord Engineering thought the project would require the use of a maxi rig, putting them at a disadvantage in the bidding process.

Working with World Wide Machinery Solutions, Accord Engineering determined that the project could be effectively completed with a 45,360-kg (100,000-lb) machine, which played well for Accord Engineering. The company had recently purchased a Vermeer D130x150 horizontal directional drill that features 59,000-kg (130,000-lb) of pullback force and 17,628 Nm (15,000 ft-lb) of torque, bringing large power to the jobsite in a relatively small and self-contained HDD package.

The project was awarded to Accord Engineering, and the company began the pre-planning process including a soil investigation that identified the soil profile as a mix of silt on top a layer of compacted coarse sand. Based on this information the bore plan was modified to drill a few meters higher than originally planned. The bore averaged 9 m (29.5 ft) in depth through a softer layer of coarse sand.

Accord Engineering used a standard duck bill drill head for the pilot bore, which took two days to complete. Once the pilot bore was finished, a 35.5-cm (14-in) compacting reamer was used, followed by a 60.9-cm (24-in) fly cutter. A fluid mixture of bentonite and polymers was used during the back reams to help hold open the hole in the sandy soil conditions, as well as carry out the cuttings.

Once the 60.9-cm (24-in) fly-cutter pass was completed, a 55.8-cm (22-in) barrel reamer was installed to complete a proving pass and reduce the viscosity of the down hole fluid. Following this pass, the barrel reamer was moved back to the pipe side and connected to the swivel and product pipe. During the pullback, a 7.6-cm (3-in) conduit was installed along side the 35.5-cm (14-in) steel, high-pressure pipe. The conduit would house a fiber-optic cable to control sensors and transmitters designed to detect potential pipeline ruptures and /or leakages. The cable was to be connected to a supervisory control and data acquisition (SCADA) system in the pipeline control room.

When the pullback commenced it was a little high on the pull pressure to start with. So the speed was reduced while the drill operator worked through the bore hole. Once the pullback pressure dropped, the operator increased the speed until they were pulling back a rod every 45 seconds. Overall the project took two weeks to complete.
 
Greg Ehm is a features writer for Two Rivers Marketing in Pella, Iowa.

 
Drilling Today Contact