A key barrier hindering increased utilization of CTD for inclined/horizontal wells is the cost of overcoming downhole friction when attempting to drill long (>2,000 feet) horizontal sections. When drilling these long laterals, the downhole friction forces reach such high levels that the drilling operation is stopped prematurely, or a costly downhole drilling tractor must be used to help pull the coiled tubing at the bottom of the well in order to continue drilling.
The current approach to reducing downhole friction involves the application of downhole vibrators or drilling tractors. Both of these technical approaches have significant limitations. Vibrating pipe to mitigate friction is a proven technology for conventional “jointed” drillpipe operations. However, CTD surface equipment is significantly different from that of a conventional drilling rig. This difference limits the ability to apply some of the existing types of vibration.
Results
Selected Phase 1 results for this report period include the following:
- The original technical approach (use of surface-applied vibration to mitigate downhole friction to enable drilling of long microhole horizontal wellbores without the use of downhole tractors) did mitigate a limited amount of downhole friction but was not economically feasible.
- Researchers completed vibration test fixture fabrication and instrumentation.
- “Free-ended” vibration energy tests were performed over a continuous frequency range of 20-60Hz for axial, torsional, lateral, and circular vibration modes.
- Axial vibration modes provided for significantly better vibration energy transmission coefficients versus other modes. Notably, torsional vibrations yielded slightly better results than circular or lateral vibration.
Benefits
The primary benefits from this project were not achieved due to the limited amount of downhole friction that was ultimately mitigated via the application of surface vibration.
Summary
The project was to consist of two 12-month phases, with a Go/No Go decision point at the conclusion of the initial phase. Phase 1 work contains these major tasks: development of a software model to predict downhole vibration attenuation versus depth, engineering and construction of a vibration test fixture, testing and validation of the vibration attenuation model in the vibration test fixture, and conceptual design and optimization of a full-scale friction-reduction system. Phase 1 results indicated surface vibration helps mitigate downhole friction, but the amount of friction reduction was uneconomical in light of the additional equipment costs involved. As such, a No Go decision was chosen.