When drilling earthen formations in pursuit of hydrocarbons or other resources, drilling fluid, also known as “mud,” is pumped into the wellbore. The drilling fluid lubricates the drill bit, transports borehole cuttings to the surface, and maintains wellbore pressure. If the pressure of the fluids in the formations being drilled accidentally or intentionally exceeds the pressure of the drilling fluid in the wellbore, an under balance situation arises, and fluid flows from the formations into the wellbore. Under such conditions, especially if a high pressure gas zone is drilled, the gas flows from the formations into the wellbore and travels toward the surface to produce what is known as a “kick.” A kick is a safety concern in drilling operations as the gas can interfere with mud flow and upon reaching the surface can inadvertently be set aflame or caused to explode.
If a kick can be detected and the rig operator notified before the kick reaches the surfaces, the operator can take actions reduce and/or eliminate adverse effects of the kick. Accordingly, techniques for timely detection of a kick are desirable.
A method and apparatus for detecting a kick in a wellbore using acoustic sensors are disclosed herein. In one embodiment, method for kick detection includes distributing acoustic transducers along a drill string at longitudinal positions separated by at least one length of drill pipe. A borehole is drilled with the drill string such that at least one of the acoustic transducers is always above a depth at which gas bubbles form in drilling fluid about the drill string. Via the acoustic transducers, whether gas bubbles are present in the drilling fluid is detected. Information derived from the detecting is transmitted to the surface.
In another embodiment, a system for detecting a kick in a wellbore includes a drill string having a plurality of sections of drill pipes and a plurality of kick detection subs disposed between the sections of drill pipes. Each of the kick detection subs includes an acoustic transducer and kick detection circuitry coupled to the acoustic transducer. The kick detection circuitry is configured to detect gas bubbles in the wellbore based on acoustic signals received by the acoustic transducer. The kick detection circuitry is also configured to determine whether a kick is present in the wellbore based on the detected gas bubbles. The kick detection circuitry is further configured to transmit information indicating whether a kick is present to the surface.
In a further embodiment, apparatus for in wellbore kick detection includes a plurality of wired drill pipe (WDP) repeaters. Each of the plurality of WDP repeaters is configured to retransmit signals through a WDP telemetry system disposed in the wellbore. The WDP repeaters are spaced by interposing wired drill pipes to maintain one of the WDP repeaters in proximity to a zone of bubble formation in drilling fluid as the wellbore is drilled. Each of the plurality of WDP repeaters includes a kick detection system. The kick detection system includes one or more acoustic transducers and kick detection logic coupled to the one or more acoustic transducers. The kick detection logic is configured to identify the presence and location of a kick in the wellbore based on acoustic signals indicative of bubble formation received by the one or more acoustic transducers. The kick detection logic is also configured to communicate information identifying the presence and location of the kick to the surface via the WDP telemetry system.
In a yet further embodiment, a system for kick detection in a cased wellbore includes a casing string disposed in the wellbore. The casing string includes a plurality of wired casing pipes including a casing telemetry system. One or more of the casing pipes are configured to detect gas in the wellbore fluid. The one or more casing pipes include an acoustic transducer and a kick detection system coupled to the acoustic transducer. The kick detection system is configured to identify the presence of gas in the wellbore based on acoustic signals indicative of bubble formation received by the one or more acoustic transducers. The kick detection system is also configured to communicate information identifying the presence of the gas in the wellbore to the surface via the casing telemetry system.
For a detailed description of exemplary embodiments of the invention, reference is now be made to the figures of the accompanying drawings. The figures are not necessarily to scale, and certain features and certain views of the figures may be shown exaggerated in scale or in schematic form in the interest of clarity and conciseness.
Certain terms are used throughout the following description and claims to refer to particular system components. As one skilled in the art will appreciate, companies may refer to a component by different names. This document does not intend to distinguish between components that differ in name but not function. In the following discussion and in the claims, the terms “including” and “comprising” are used in an open-ended fashion, and thus should be interpreted to mean “including, but not limited to . . . ” Also, the term “couple” or “couples” is intended to mean either an indirect or direct connection. Thus, if a first device couples to a second device, that connection may be through direct engagement of the devices or through an indirect connection via other devices and connections. The recitation “based on” is intended to mean “based at least in part on.” Therefore, if X is based on Y, X may be based on Y and any number of other factors.
The following discussion is directed to various embodiments of the invention. The embodiments disclosed should not be interpreted, or otherwise used, to limit the scope of the disclosure, including the claims. In addition, one skilled in the art will understand that the following description has broad application, and the discussion of any embodiment is meant only to be exemplary of that embodiment, and not intended to intimate that the scope of the disclosure, including the claims, is limited to that embodiment.
When gas flows from earthen formations into drilling fluid, the behavior of the gas is dictated by the downhole pressure. At high downhole pressures, the gas may be in liquid form or if some liquid hydrocarbons are present, the gas may be dissolved in the liquid hydrocarbons. As the mixture travels towards the surface, the pressure of the drilling fluid decreases. At some depth, the pressure drops below the “bubble point,” which is the pressure at which the dissolved gas in liquid hydrocarbon boils off and forms bubbles in the drilling fluid.
Embodiments of the present disclosure apply acoustic techniques to detect a kick based on the formation of gas bubbles downhole. Because bubble formation is governed by fluid pressure, gas bubbles may not form at the downhole end of the drill string, but rather may form at shallower depths where monitoring tools are generally lacking. Embodiments disclosed herein include acoustic transducers distributed along the drill string to detect gas bubbles proximate the point of bubble formation. In some embodiments, acoustic transducers are disposed in wired drill pipe repeaters that are dispersed along the drill string, and kick detection information is transmitted to the surface via the high-speed telemetry provided by the wired drill pipe. Thus, embodiments of the acoustic kick detection system disclosed herein provide timely kick detection information to the drilling system by detecting the kick proximate the bubble point and relaying the information to the surface via high-speed telemetry.
In the system 100, the drill string 108 includes a plurality of sections (or joints) of wired drill pipe 146. Each section of wired drill pipe 146 includes a communicative medium (e.g., a coaxial cable, twisted pair, etc.) structurally incorporated or embedded over the length of the section, and an interface at each end of the section for communicating with an adjacent section. The communicative medium is connected to each interface. In some embodiments, the interface may include a coil about the circumference of the end of the section for forming an inductive connection with the adjacent section. The high bandwidth of the wired drill pipe 146 allows for transfers of large quantities of data at a high transfer rate.
Embodiments of the drill string 108 include kick detection subs 132 (subs 132 A, B, and C are shown) interspersed among the sections of wired drill pipe 146. In some embodiments of the system 100, a kick detection sub 132 may be integrated into a joint of wired drill pipe 146. In some embodiments, the kick detection subs 132 are included in wired drill pipe telemetry repeaters that are distributed along the drill string 108 to extend the reach of the wired drill pipe telemetry network. By positioning the kick detection subs 132 at intervals within the drill string 108, the system 100 ensures that a kick introduced at any depth of the drill string 108 can be detected in a timely fashion. By incorporating the kick detection sub 132 in a wired drill pipe telemetry repeater sub, no additional subs are added to the drill string 108, and kick information can be readily provided to the surface via high-speed wired drill pipe telemetry, allowing the system 100 to react to the kick before the kick reaches the surface. Additionally, as different ones of the kick detection subs 132 detect a rising gas bubble, embodiments of the system 100 may apply the difference in detection times to determine the speed of the rising gas bubble, and provide the speed information to an operator or other equipment.
While the system 100 is illustrated with reference to an onshore well and drilling system, embodiments of the system 100 are also applicable to kick detection in offshore wells. In such embodiments, the drill string 108 may extend from a surface platform through a riser assembly, a subsea blowout preventer, and a subsea wellhead into the formations 118.
The one or more acoustic transducers 202 may include an acoustic transmitter and/or an acoustic receiver for inducing and/or detecting acoustic signals in the drilling fluid about the kick detection sub 132. The one or more acoustic transducers 202 may include piezoelectric elements, electromagnetic elements, hydrophones, and/or other acoustic signal generation or detection technologies. The one or more acoustic transducers 202 may be positioned in a variety of different arrangements in accordance with various embodiments of the kick detection sub 132.
The kick detection logic 208 is coupled to the one or more acoustic transducers 202 and controls the generation of acoustic signals by the transducers 202. The kick detection logic 208 also processes acoustic signals detected by the acoustic transducers 202 to determine whether a kick is present in the drilling fluid about the kick detection sub 132. The kick detection logic 208 is coupled to the wired drill pipe telemetry system, or other downhole telemetry system, for communication of kick information to the surface. Additionally, the kick detection logic 208 may determine the speed of the rising bas bubble based on the different times of bubble detection of the different acoustic transducers 202, and provide the bubble speed information to the surface.
The kick detection logic 208 measures the round-trip travel time from the transducer 202 to the wall of the wellbore 116 and back. The round-trip travel time is proportional to the acoustic velocity and properties of the drilling fluid filling the annulus 148 between the transducer 202 to the wall of the wellbore 116. In some embodiments, rather than determining the acoustic velocity, an azimuthal average of the reflected signal intensity as a function of wellbore depth is measured and recorded.
d=6000/(0.052pg)
where:
p is the effective mud density, and
g is the gravitational acceleration.
If the kick detection sub 132 observes large attenuation in the reflected signal amplitude (e.g., relative to levels of previously received signals), then the kick detection sub 132 may transmit the acoustic signal measurement data and a warning indicator uphole to the surface to inform an operator of the drilling system 100 of a potential kick. With a typical drilling fluid density of 10 pounds per gallon and normal gravitational acceleration of 32.174 feet per second per second (f/s2), the bubble point depth is about 8000 feet below the surface. The WDP telemetry reaches the surface substantially faster than the drilling fluid and gas, providing ample time for an operator to take remedial action to reduce the effects of the kick.
In the kick detection sub 132-1, the kick detection logic 208 can correlate the travel time, strength of the reverberation pulse and echo from the face of the acoustic transducer 202 with the intensity and travel time of the primary reflected pulse-echo from the wall of the wellbore 116. In gassy drilling fluid, there will be a strong reflection with short travel time due to gas bubbles in front of the face of the acoustic transducer 202. The kick detection logic 208 takes into account the spectrum and features of the pulse-echo from the wall of the wellbore 116 and the front face of the acoustic transducer 202 to estimate the presence of gas in the drilling fluid and compute the diameter of the wellbore 116.
Returning now to
In some embodiments of the system 100, acoustic transmitters and acoustic receivers are spaced substantially apart (e.g., by one or more lengths of drill pipe 146). For example, referring to
The kick detection logic 208 of the kick detection sub 132-A initiates acoustic signal generation by the acoustic transmitter. In conjunction with the acoustic signal generation, the kick detection logic 208 generates a timing synchronization signal, and transmits the timing synchronization signal to the kick detection subs 132-B, C via the wired drill pipe telemetry network. The kick detection subs 132-B, C receive the timing synchronization signal and, based on the received signal, synchronize acoustic signal detection to acoustic signal generation. The synchronization allows the kick detection subs 132-B, C to measure signal velocity and travel time in addition to attributes derived directly from the received signal, such as amplitude.
With synchronization of the kick detection subs 132, the travel time and velocity of the acoustic signals are compared to detect gas and the bubble point, respectively. The results may be used to generate a record of travel time from the bottom of the wellbore 116 to the surface where measured points are spaced by a predetermined distance, for example 2000 feet. Such a record may provide information analogous to that shown in
In some embodiments, kick detection subs 132 comprising acoustic receivers are disposed both uphole and downhole of the kick detection sub 132 comprising the acoustic transmitter. In such embodiments, acoustic signals, and associated timing propagation signals, propagate uphole and downhole to the receivers. Each receiving kick detection sub 132 measures the acoustic signals and provides measurements for bubble point location determination.
The one or more acoustic transducers 202 include acoustic transmitter(s) 606 and/or acoustic receiver(s) 608 which may be implemented using piezoelectric elements, electromagnetic elements, hydrophones, and/or other acoustic signal generation or detection technologies. The one or more acoustic transducers 202 are acoustically coupled to acoustic transmission media outside the sub 132 (e.g., fluid in the wellbore 116), and electrically coupled to the kick detection logic 208.
The kick detection logic 208 includes signal generation 810, acoustic signal identification 812, kick identification 814, threshold determination 816, and synchronization 820. The signal generation 810 controls acoustic signal generation by the acoustic transmitter(s) 606. In some embodiments, the signal generation 810 may construct waveforms and drive the waveforms to the acoustic transmitter(s) 606 for conversion to acoustic signals.
The synchronization 820 may operate in conjunction with the signal generation 810 to determine the timing of acoustic signal generation and/or to report the timing of acoustic signal generation to other of the kick detection subs 132. Accordingly, the synchronization 820 may transmit a signal specifying acoustic signal generation time to other kick detection subs 132 via the wired drill pipe telemetry interface 806. Similarly, the synchronization 820 may receive synchronization information from other of the kick detection subs 132 via the wired drill pipe telemetry interface 806, and provide the synchronization information to the kick identification 814 for travel time determination or other purposes.
The acoustic signal identification 812 receives electrical waveforms representative of the acoustic signals detected by the acoustic receiver(s) 608 and may amplify, filter, digitize, and/or apply processing to the waveforms. For example, the acoustic signal identification 812 may correlate, or otherwise compare, received waveforms against transmitted waveforms to identify the received waveform as a reflected form of the transmitted waveform.
The kick identification 814 processes the received waveform, or information derived therefrom. In one embodiment, the kick identification 814 may measure the amplitude and/or travel time of the received waveform, and compare the amplitude and/or travel time to predetermined threshold values 818 used to identify whether the waveform amplitude and/or travel time has been affected by the presence of gas bubbles in the drilling fluid. For example, if the amplitude of the waveform is below an amplitude threshold 818, or the travel time of the waveform exceeds a travel time threshold 818, then the kick identification 814 may deem the received waveform to have been affected by the gas bubbles that form a kick. If a kick is identified, then the kick identification 814 transmits waveform information and/or a kick alert to the surface via the wired drill pipe interface 806.
The threshold determination 816 sets the threshold values 818 applied by the kick identification 814 to determine whether a kick is present in the wellbore 116. The threshold determination 816 set the thresholds based on amplitude and/or travel time information for acoustic signals previously received by the kick detection sub 132. For example, amplitude and/or travel time may be averaged or filtered and thresholds set at a suitable offset from the average or filter output.
Various components of the kick detection sub 132 including at least some portions of the kick detection logic 208 can be implemented using a processor executing software programming that causes the processor to perform the operations described herein. In some embodiments, a processor executing software instructions causes the kick detection sub 132 to generate acoustic signals, identify received acoustic signals, or identify the presence of gas bubbles in the drilling fluid. Further, a processor executing software instructions can cause the kick detection sub 132 to communicate kick information to the surface via wired drill pipe telemetry.
Suitable processors include, for example, general-purpose microprocessors, digital signal processors, microcontrollers, and other instruction execution devices. Processor architectures generally include execution units (e.g., fixed point, floating point, integer, etc.), storage (e.g., registers, memory, etc.), instruction decoding, peripherals (e.g., interrupt controllers, timers, direct memory access controllers, etc.), input/output systems (e.g., serial ports, parallel ports, etc.) and various other components and sub-systems. Software programming (i.e., processor executable instructions) that causes a processor to perform the operations disclosed herein can be stored in a computer readable storage medium. A computer readable storage medium comprises volatile storage such as random access memory, non-volatile storage (e.g., FLASH storage, read-only-memory), or combinations thereof. Processors execute software instructions. Software instructions alone are incapable of performing a function. Therefore, in the present disclosure, any reference to a function performed by software instructions, or to software instructions performing a function is simply a shorthand means for stating that the function is performed by a processor executing the instructions.
In some embodiments, portions of the kick detection sub 132, including portions of the kick detection logic 208 may be implemented using dedicated circuitry (e.g., dedicated circuitry implemented in an integrated circuit). Some embodiments may use a combination of dedicated circuitry and a processor executing suitable software. For example, some portions of the kick detection logic 208 may be implemented using a processor or hardware circuitry. Selection of a hardware or processor/software implementation of embodiments is a design choice based on a variety of factors, such as cost, time to implement, and the ability to incorporate changed or additional functionality in the future.
In block 902, the wellbore 116 is being drilled. The drill string 108 is assembled as the wellbore 116 is drilled, and acoustic transducers 202 are distributed at intervals along the drill string 108. Distribution of the acoustic transducers 202 along the drill string 108 allows for an acoustic transducer 202 to be proximate the bubble point of the wellbore 116 for kick detection no matter the depth of the bubble point. Thus, as one acoustic transducer 202 descends in the wellbore 116 away from the bubble point, another acoustic transducer 202 descends to the bubble point. The drill pipe used in the drill string 108 is wired drill pipe. The acoustic transducers 202 may be disposed in kick detection subs 132 interspersed among the wired drill pipes. In some embodiments the kick detection subs 132 may be or may be incorporated in wired drill pipe telemetry repeaters that are interspersed among the wired drill pipes, and provide signal regeneration for wired drill pipe telemetry signals.
In block 904, the acoustic transducers 202 induce acoustic signals in the drilling fluid in the annulus 148 of the wellbore 116. The acoustic transducers 202 detect the induced acoustic signals by reflection from the wall of the wellbore 116 or other downhole structures, or directly by direct reception from the transmitting acoustic transducer 202.
In block 906, the kick detection sub 132 processes the detected acoustic signals. The processing may include determining the travel time of the detected acoustic signal from source acoustic transducer 202 to the detecting acoustic transducer 202, and/or determining the level/amplitude/intensity of the detected acoustic signal. The kick detection sub 132 determines threshold values that are compared to parameters of the detected acoustic signal. The threshold values may be derived from the parameters (e.g., average amplitude, average time of flight, etc.) of acoustic signals previously detected in the borehole 116.
In block 908, the kick detection sub 132 applies the threshold values to the detected acoustic signals and determines whether gas bubbles are present in the drilling fluid between the transmitting and receiving acoustic transducers 202. For example, if the travel time of the detected acoustic signal exceeds a travel time threshold, or the amplitude of the detected acoustic signal is below an amplitude threshold, then the kick detection sub 132 may determine that gas bubbles are present in the drilling fluid and that the gas bubbles caused the observed changes in the parameters of the detected acoustic signal.
If the kick detection sub 132 determines that gas bubbles are present in the drilling fluid, then, in block 910, the kick detection sub 132 may deem a kick to be present in the wellbore 116 and transmit kick information to the surface via the wired drill pipe telemetry network. The kick information may include identification of the presence of a kick, the location where the kick was detected, and the signal parameters applied to identify the kick (e.g., amplitude and/or travel time of the detected acoustic signal, and threshold values). Based on the kick information, a drilling control system or operator at the surface may act to reduce the effects of the kick.
The kick detection system 1004 may also include the kick detection logic 208 as described herein for detecting gas bubbles within the cased well 1000. Kick information may be transmitted to the surface via a casing telemetry system. Some embodiments of the casing 1002 include signal conduction media 1008 similar to that of wired drill pipe described herein for transmission of data between the surface and the kick detection system 1004.
The above discussion is meant to be illustrative of principles and various exemplary embodiments of the present invention. Numerous variations and modifications will become apparent to those skilled in the art once the above disclosure is fully appreciated. For example, embodiments of the invention have been described with reference to a wired drill pipe telemetry system. Some embodiments may employ other downhole telemetry systems, such acoustic telemetry systems, wireline telemetry systems, etc. It is intended that the following claims be interpreted to embrace all such variations and modifications.
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