Plug and Abandonment Solutions

Modular Rig Services

Technologies

Engineering Design

Construction and Commissioning

Temporary Equipment

Subsea Control and Tooling

Maintenance

P&A and drilling

Petro Well Services provides services to the P&A, well intervention and drilling markets.

Our modular rig units are energy efficient, innovation starting the electric-hydraulic power systems to the extreme low POB. This innovative compact approach reduces consumption and emissions. Petro Well Services goal is to give our customers the most cost effective solution with zero emission and a positive impact on the ESG reporting.

Petro Well Services delivers onshore management and support as well as offshore operational crew on our modular rig units.

Innovative modular rig with low POB

Well engineering studies

Crewing solutions

Project management and collaboration

Engineering and technical support

Technical specifications

Main Unit Footprint:

11.7m x 11.7m (38ft x 38ft)*

Substructure Foot Print:

4m x 4m (13ft x 13ft)

Total Height (with/without vent):

35m / 39m

Total System Weight:

415 Te (excluding mud system)

Weight on Derrick Feet:

308 Te

Nominal modules weight:

12000 Kg

Max. Continuous Drill Torque:

55.3 kN.m (40,800 ft.lbf)

Maximum Rotation Speed:

208 rpm

Maximum Torque (Make/Break):

81 kN.m (60,000 ft.lbf)

Nominal Hook Load:

225 Te (250 short ton)

Maximum Hook Load (stuck pipe):

300 Te (350 short ton)

Drill Pipe / Casing Range:

2-7/8in to 20in

Maximum Joint Length:

Range 3 drill pipe (13.7m / 45 ft)

Conductor Pulling Diameter Range:

16in to 30in

Maximum Tripping Speed:

30 Joints per hour
500 meters per hour

Rig Up Time:

3 to 6 weeks

Commissioning:

3 to 4 weeks

Rig Down Time:

2 to 3 weeks

Crew Requirement:

10 POB (12 Man build crew)

Certification type:

DNVGL-OS-E101 drilling plant
NORSOK compliant
NORSOK Z-015 temporary equipment

* Foot print of main unit dependant on interface requirement and can be adjusted to suit location. Size shown is for the interface beams used to connect to the derrick footings on the Jotun B, alternative options include connection of the substructure to a BOP cathedral.