Patent Application
20170016279
The present invention generally relates to offshore geotechnical tools. More specifically, the present invention provides a system for ballistically inserting a geotechnical tool into a seafloor.
Geotechnical information of the seafloor is often needed for proper engineering design of structures such as fixed leg jacket structures, tension leg platforms, spread moorings, gravity based structures and pipelines. The cone penetrometer is an in situ testing tool that can be used to perform cone penetrometer test (“CPT”) to gather geotechnical engineering properties of seafloor. For most offshore applications, a large deployment system is needed to deliver the cone penetrometer to the seafloor. Typically, the cone penetrometer gathers data as its cone shaped tip is pushed into the soil at a near static or static rate of speed. The standard push velocity is ˜2 cm/sec (±25%) according to industry accepted American Society for Testing and Material (ASTM) protocol. Readings are taken continuously every 1 cm to 5 cm or so to obtain continuously sampled static data. The length of the cone rod determines depth of push and varies typically from about 1.5 m to 4.5 m depending upon which system or specific tool is employed. In general, static CPT requires large and expensive equipment that can provide a stable platform at the seabed. Utilized from the stable platform, the cone penetrometer can then be inserted with a steady pressure at a controlled rate.
Various tools have been developed to deploy cone penetrometers in offshore environments. For deep-water investigations, a cone penetrometer can be operated in conjunction with wire-line drilling techniques with equipment mounted on a large drill vessel. Since the cone penetrometer is pushed at a constant rate, any drill string that secures the cone penetrometer to the vessel must remain immobilized so that the tool is essentially unaffected by vessel motion during the push. Immobilization of the drill string can be accomplished using a weighted seabed frame (SBF) that is designed to allow the drill string to be attached to the heavy weighted seabed frame (e.g., ˜20,000 lbs). The SBF is normally lowered to the seabed prior to spudding a borehole from a large winch on the deck of the vessel. The SBF is lowered through a large center well through the vessel. The drill rig is usually positioned over the large center well. Drilling heave compensators are used for both the drillstring and SBF to reduce influence of sea waves. When the drill string is at a desired depth, hydraulic rams on the SBF are activated and clamp onto the drill string. Once the clamps grip the drill pipe firmly, weight of the SBF is added onto the drill string and allows the drill pipe to be essentially motionless (since it is now tied to the seafloor). The added weight of the SBF on the drill pipe provides the heave compensators with enough resistance to allow the drill string and SBF to remain motionless during the insertion of the cone penetrometer into the seabed.
A recently developed offshore cone penetrometer tool is “allowed to free fall” into the seafloor to gather both static and dynamic CPT data. As used herein, the term “static CPT data” refers to CPT data collected when a cone penetrator is pushed at a static rate (typically at ˜2 cm/s). As used herein, the term “dynamic CPT data” refers to collection of CPT data at a non-static rate (much faster than 2 cm/s). An example of an offshore cone penetrometer system was described in a paper entitled “‘CPT Stinger’—An Innovative Method to Obtain CPT Data for Integrated Geoscience Studies” presented at Offshore Technology Conference (May 2-5, 2011).
In this offshore cone penetrometer system, the cone sensor portion is installed using a large piston corer weight-head and allowed to free-fall and penetrate into the sediment to about 20 m. During this time, dynamic CPT data is gathered. Once the offshore cone penetrometer tool is embedded, the cone tip can be pushed down to about 40 m at a static push rate (˜2 cm/s). The offshore cone penetrometer tool is designed to quickly assess soil properties by converting the dynamic CPT data to static CPT data using velocity algorithms. One of the main drawbacks of the offshore cone penetrometer tool is that the tool requires the use of a large seabed frame and heave compensator system. One primary limitation of the Stinger CPT tool is that it cannot measure CPT data beyond ˜40 m (˜20 m of dynamic data and ˜20 m of static data).
One example of an offshore system for in situ testing of soil includes: a) a carrier tube comprising an upper end and a lower end, wherein the carrier tube is characterized by an outer diameter and an inner diameter and wherein the inner diameter of the carrier tube defines a hydraulic cylinder; b) a landing sub shaped or installed at or near the upper end of the carrier tube, wherein inner diameter of the landing sub is smaller than the inner diameter of the carrier tube; c) a drill bit shaped or installed at or near the lower end of the carrier tube; d) a series of extension tubes extending upward from the upper end of the carrier tube; e) an upward seal that seals top portion of the extension tubes; f) a compression system for introducing compressed fluid under the upward seal; g) a fixed rod that runs through the hydraulic cylinder; h) a hydraulic piston disposed in the hydraulic cylinder, wherein the hydraulic piston is moveable along the fixed rod; i) one or more shear pins configured to restrict displacement of the hydraulic piston until a sufficient fluid pressure is built up; and j) an inner tube disposed between the carrier tube and the hydraulic piston, wherein lower portion of the inner tube includes a cone penetrometer that is ballistically inserted into the soil during downward displacement of the hydraulic piston.
Another example of an offshore system for collecting high quality soil samples comprising: a) a carrier tube comprising an upper end and a lower end, wherein the carrier tube is characterized by an outer diameter and an inner diameter, wherein the inner diameter of the carrier tube defines a hydraulic cylinder; b) a landing sub shaped or installed at or near the upper end of the carrier tube, wherein inner diameter of the landing sub is smaller than the inner diameter of the carrier tube; c) a drill bit shaped or installed at or near the lower end of the carrier tube; d) a series of extension tubes extending upward from the upper end of the carrier tube; e) an upward seal that seals top portion of the extension tubes; f) a compression system for introducing compressed fluid under the upward seal; g) a fixed rod that runs through the hydraulic cylinder; h) a hydraulic piston disposed in the hydraulic cylinder, wherein the hydraulic piston is moveable along the fixed rod; i) one or more shear pins configured to restrict displacement of the hydraulic piston until a sufficient fluid pressure is built up; and j) an inner tube disposed between the carrier tube and the hydraulic piston, wherein lower portion of the inner tube includes a soil sampler that is ballistically inserted into the soil during downward displacement of the hydraulic piston and wherein the soil sampler includes a valve that allows collection of soil sample after the ballistic insertion.
Turning now to the detailed description of the preferred arrangement or arrangements of the present invention, it should be understood that the inventive features and concepts may be manifested in other arrangements and that the scope of the invention is not limited to the embodiments described or illustrated.
The following examples of certain embodiments of the invention are given. Each example is provided by way of explanation of the invention, one of many embodiments of the invention, and the following examples should not be read to limit the scope of the invention.
The present invention provides offshore dynamic delivery systems and methods for deploying geotechnical tools in an offshore environment. Certain testing tools take measurements (e.g., tip resistance, sleeve resistance, pore pressure, friction, etc.) in situ while soil samplers (e.g., piston sampler) collect soil samples that are analyzed above water. The geotechnical tools can be in situ testing probe (e.g., cone penetrometer), soil sampler, or any other compatible tool that can be inserted into seafloor. The dynamic delivery system includes mechanisms that allow the geotechnical tool to be ballistically inserted into the soil during a stroke action. As such, the offshore dynamic delivery system allow soil samples or geotechnical data to be collected very rapidly at greater depths without compromising quality of sample or data.
The dynamic delivery system also allows in situ testing or sampling of soil without the need for a large drill vessel equipped with a heave compensator, center well, or SBF. The collected CPT data can include, for example, pore pressure data with depth prior to conductor/casing installation, accurate heat flow measurements for hydrate assessment, cost effective data for accurate foundation concept evaluation, as well as geotechnical data for temperature profile measurements, soil shear strength, and the like. Other advantages of the present invention include, but are not limited to, the following:
The hydraulic piston 6 and inner tube 4 rests inside a hydraulic cylinder 5 that is defined by the inner diameter of the carrier tube 1. The hydraulic piston 6 sits above the inner tube 4 and the two are moveable in unison (upward or downward) along the fixed rod 7. The fixed rod 7 may include anti-spiral grooves that prevents rotational movement of the cone penetrometer 10. Vertical movement of the hydraulic piston 6 is restricted by shear pins 8 which locks the hydraulic piston in place before the stroke. As shown, the shear pins 8 are installed into the slots for the shear pins. Shear pin bushings 13 are installed on either side of the piston to help ensure repeatable shoot off pressures.
As shown, the top portion of the carrier tube 1 is connected to an extension tube 2 (e.g., drill string). An upward seal 3 (e.g., packer) covers the extension tube 2 with an opening in the seal that allows fluids to be introduced into the system. In one embodiment, fluids can be introduced into the system (bolded arrow indicates direction of fluid) via a compression device (e.g., a pump) that compresses fluids under the upward seal 3. The compressed fluid can build up pressure inside the system that leads to the eventual failure of the shear pins 8 and ballistic firing of the hydraulic piston 6. At predetermined pressure, the piston is instantaneously accelerated and forces the cone penetrometer 11 into the soil at the bottom of the borehole. The velocity of the firing is regulated by built up fluid pressure, which can be controlled by number of shear pins and/or material of the shear pins. Landing sub 9 can also be fashioned or installed at or near the top portion of the carrier sub 1. The landing sub 9 has an inner diameter smaller than the carrier tube 1 and essentially provides shoulders that allows certain housed elements to be seated.
Initially, the dynamic delivery system is positioned slightly above seafloor and then fired to obtain a cone penetrometer measurement that starts at the seafloor interface. The carrier tube is then advanced into the seafloor by the length of the initial CPT embedment. As shown in
A speed control device 12 allows fluid under pressure to pass into the hydraulic cylinder 5 at varying flow rate in order to control descent velocity rate of the hydraulic piston 6. Vent sub 15 and snubber 16 prevent damage to the dynamic delivery system if the system is accidently fired above the seafloor or without sufficient sediment to retard the driving force before reaching end of the stroke. Quick release mechanism 14 allows the system to be easily and repeatedly broken down into at least two main parts for improved handling. A cup type or spear type control knob 17 is used to latch onto a wireline overshot to catch and recover the geotechnical tool back to the surface. This process is repeated for each advancement of the CPT.
Because the CPT is not controlled in its advancement rate, it does not require a seabed frame to provide reaction for a heave compensator since insertion of the CPT is <2 sec. (i.e., less than typical ocean wave length period). Since the CPT is inserted so fast, it is unaffected by vessel heave cause by the sea state at the time of operation.
In one embodiment, the soil sampler 18 can be configured into various lengths. Because the soil sampler is not controlled in its advancement rate, it does not require a seabed frame to provide reaction for a heave compensator since insertion of the sample barrel is <2 sec. (i.e., less than typical ocean wave length period). Since the soil sampler is inserted so fast, it is unaffected by vessel heave cause by the sea state at the time of operation.
When the system stops at a pre-set depth, the soil at that depth inside the sampler is captured by the sampler valve 20 at the top of the soil sampler 18. Valve closure is accomplished by upward movement of the soil sampler 18 when the drill string (i.e., extension tube, carrier tube and drill bit) are raised above the bottom of the hole or when the system is lifted with a wireline retrieval tool.
Referring to both embodiments shown in
Upon reaching the maximum shear force offered by the available shear pins selected, the inner elements are instantaneously accelerated into the formation where the soil resistance eventually slows the tools advancement rate with a decreasing acceleration until it reaches the lessor of its maximum penetration or a shorter length based on the amount of resistance that the soil achieves with side wall contact from the probe or sample barrel. A hydraulic cylinder constitutes part of the carrier tube so that the piston forms a seal directly against the inner wall of the carrier tube. The seal is provided on the outer circumferential portion of the inner tube with the carrier tube which seals the hydraulic cylinder to allow the analysis to take place.
Upon recovery to deck, raw data file generated from the ballistic insertion can be analyzed and processed into acceleration, velocity, and depth measurements using the same electronic memory module that is deployed with the CPT. The soil sample collected is identical to industry standard 3″ Shelby tubes.
In closing, it should be noted that the discussion of any reference is not an admission that it is prior art to the present invention, especially any reference that may have a publication date after the priority date of this application. At the same time, each and every claim below is hereby incorporated into this detailed description or specification as additional embodiments of the present invention.
Although the systems and processes described herein have been described in detail, it should be understood that various changes, substitutions, and alterations can be made without departing from the spirit and scope of the invention as defined by the following claims. Those skilled in the art may be able to study the preferred embodiments and identify other ways to practice the invention that are not exactly as described herein. It is the intent of the inventors that variations and equivalents of the invention are within the scope of the claims, while the description, abstract and drawings are not to be used to limit the scope of the invention. The invention is specifically intended to be as broad as the claims below and their equivalents.
This application is a non-provisional application which claims benefit under 35 USC §119(e) to U.S. Provisional Application Ser. No. 62/193,414 filed Jul. 16, 2015, entitled “DOWNHOLE STINGER GEOTECHNICAL SAMPLING AND IN SITU TESTING TOOL,” which is incorporated herein in its entirety.
| Number | Date | Country | |
|---|---|---|---|
| 62193414 | Jul 2015 | US |
