- HDD MACHINES
- MIXING SYSTEMS
- USED EQUIPMENT
The title for the article is not chosen by mistake. Nevertheless we will talk about HDD technology and the complex project completed by “EcoTEK” company with support from “UNIRUS” Group. It is easy to draw a parallel between Robert Stevenson’s story and the project: there was an island, treasure (in modern interpretation – oil) and numerous adventures of drillers.
In 1976, Niznekamskoe reservoir was formed with several scenic islands in Menzelinsk region (Public of Tatarstan, Russia) as a result of artificial elevation of water level in river Kama. Oil extraction is conducted on one of the islands with curios coast line. Considering that transportation of oil was rather primitive: extracted raw materials were pumped into oil truck, which was transported on water by a barge and further driven to oil collection station.
Oil drilling company (later - the client) spent many years considering alternative ways to transport the crude to the mainland. However, when oil prices on world markets jumped up to the point $100 per barrel it was finally determined to install a pipeline from the island to the shore of Kama river. That is how the Treasure Island Project was born. Because of the long winter weather cycle the project could only be worked during the period of early May until the first freeze-over. Finally, it was decided that the only solution would be to utilize HDD technology to install this urgently needed pipeline. On top of all that terms were very strict: after the New Year holidays oil “must be flowing through the pipeline” and it was already end of September.
By this time “EcoTEK” company had purchased a new machine by Universal HDD, UNI-220x240, with 220,000 lbs of thrust and pullback force, 24,000 ft-lb of rotation torque and UNIMUD 325 off board mud delivery system with 325 gal/min, all supplied by “UNIRUS” Group.
After considering all the conditions and requirements of the project to install a steel pipe with 6.25” in diameter a mile long using our equipment, it was concluded that the risks were too high. The weight of the pipeline was around 120,000 lbs and the weight of drill stems was 81,600 lbs, which combine exceeded push and pull capacity of the rig. It was decided to reject the job and take a timeout to search for a different technical solution.
With the following reasoning we went to the customer. However, the customer had his own arguments, which soon outweighed ours … I think contractors will understand us. Immediately, job site surveys began on the shore of the Kama rive.
Preparations for the project were practically simultaneous with final decision on design and construction of the pipeline. There was little time with significant pressure from the client, and it was not hard to guess that with time the pressure would only increase.
The Universal HDD rig, UNI- 220x240 was promptly delivered to the left shore site of Kama river. Site preparations began and consideration of possibly drilling harsh winter conditions dictated that there would be a need for construction of heated enclosure that would encompass the rig, mud delivery system, storage for mud supplies, including field laboratory, mud mixing ditch, other small support equipment . The water was supplied to the site by 2.5” pipe.
Engineering and project analysis was conducted by Geomaster to further understand geological conditions of bore path using geo-radar. In the end we had the following parameters and calculations for the job site: the average depth of the bore hole was 45 feet (32 feet under the bottom of the river) in fatty, low water clay. These parameters were quite acceptable in view of aforementioned high risks with regards to rig’s capacity of only 220,000 lbs.
The drilling fluid was configured and tailored specifically for the project by engineers from UNIRUS Group, and contained the following MI-Swaco components: bentonite MAXGEL, additives POLY PLUS, POLY PAC, ROD EASE and DUO VIS.
On October 18th the drill head entered the ground and we began the pilot hole. Cable DigiTrak Eclipse was chosen for locating system, according to the jobs parameters. The first section of the pilot hole was passed normally, however, further progress was hampered by deviation from the trajectory to the right and lower rate of penetration. Several attempts adjust direction of the pilot hole failed. The drill head had to be removed to the surface for careful visual inspection. Based on clear wear of the tooling the bore path was not in clay. The presence of gravel on the drill head with confirmed that ground conditions were varying the deeper the pilot hole transitioned. It was very evident that layer of sand and gravel mixture was causing steering problems, several attempts to circumvent this layer failed because the drill head kept deviating to the right. It was clear that alternative means of solving the problem were useless. It was decided to stop the work until the situation was clarified.
Time was passing and delivery dates for the job site were approaching. It was decided to perform second, more thorough study of geological condition of the crossing. The worst was confirmed. The initial study of the crossing was interpreted incorrectly. The bore path was in fairly condensed layer of gravelly soil.
Despite the significant loss of time and shaken mood of the team, there were several options on how to proceed:
The decision was made to go with the last option despite the fact it involved high precision and did not rule out possibility of gravel on the individual sections of the path. Drilling fluids had to be adjusted according to new conditions of the crossing. The new formula specified doubling of DUO-VIS additive in the final section of the bore. Additionally, the depth of pilot hole allowed for using wireless transmitter with Eclipse.
It seemed that nothing was preventing the start of the second attempt. However, winter came, and the first ice appeared. The thin ice was preventing the use of walk over locating system. It was unclear how long we had to wait and when it was safe for a person to move across the ice. The answer came unexpectedly – fishermen. Ice fishermen were also eager to start fishing on first ice, and that would signal to resume the job.
On a December morning the work resumed. After 8 days of continuous work with two 12 hour shifts, the drill head exited the ground at the exact spot on the island. The pipeline with 6.25 inch in diameter and 5,250 feet in length was already waiting on the island.
The first ice on the river Kama was abundantly covered with snow and the ice was gaining strength very slowly. By the time the pilot bore was ready for the initial reaming there was no way to transport drill rods from the rig to the exit point on the island. Reverse reaming process was utilized to complete the remaining parts of the job. The reaming was completed by pushing the reamer and chain on drill rods away from the rig. Complete expansion of the bore to 11.85 inch was completed successfully right before the New Year.
Pullback of the pipeline went without a hitch. On average, pullback of one 20 foot rod took about 3 minutes (specifically 1 minute for a pullback and 2 minutes for break-out and unloading of a rod). Twenty eight hours the job was completed.