Downhole fluid hammer systems convert a portion of the power resident in the drilling fluid to mechanical force that drives the drill bit into the formation. While several downhole hammer tools are currently available for boreholes where air is employed as the drilling fluid, the application of hammer drilling using liquids at high or even moderate borehole pressures has experienced problems. If this technology can be more effectively developed, these so-called “mud hammers” could be especially useful in drilling into hard rock formations found in deeper basins.
This project brings together a team of industry advisors/specialists to focus on three study areas in a controlled drilling test environment to determine the potential and best course of action for successful mud hammer commercialization. The study areas are: large-scale laboratory hammer drilling tests at reservoir conditions, benchmarking of hammer performance relative to conventional drilling, and optimization of hammer performance. Additionally a task was initiated under this project to study the effect of impact cutters on destroying a rock mass. Industry has shown significant interest in the impact tests. These impact tests were conducted to extend the understanding through basic research as to the rock breakage and cuttings removal under the dynamic loading conditions of hammer drilling.
The original industry partners for this project were SDS Digger Tools, Novatek, BP Amoco, ExxonMobil, and Pajarito Enterprises. Subsequently, PDVSA, Shell, ConocoPhillips, and Smith International have become participants.
Full-scale drilling optimization tests were performed in TerraTek’s wellbore simulator, where confining and overburden stresses are applied to the rock samples and borehole pressure is established by choking the drilling fluid flow downstream of the bit. Weight on bit is applied with a servo-controlled system. Rotary speed is controlled with variable speed direct drive motors, five-speed transmission, and a standard oil-field rotary table. The samples were 15 ½ inches wide by 36 inches long, Carthage marble and Crab Orchard sandstone, with unconfined strengths of approximately 16,000 psi and 27,000 psi, respectively. Two water-based muds (10 and 15 ppg) and 9 ppg brine were used as drilling fluids.