Patent Application
20230077079
The invention relates generally to devices and methods for measuring the volume and/or flow rate and density of drilling mud from a wellhead.
During drilling of a hydrocarbon production wellbore drilling mud is used to lubricate the bit and remove cuttings from the well bottom. Drilling mud typically consists of a mixture of water and/or oil with insoluble solids, salts, minerals and other additives. During drilling, drilling mud is flowed down the drilling string and returned up through the annulus along with drill cuttings. Upon leaving the wellbore, the mud flows into one or more shakers and/or screens for removal of cuttings and heavy debris and ultimately to a mud pit wherein it is stored for re-use. The density and flow rate of the screened mud is often measured as it moves through the system so that changes can be made to the composition of the mud.
The flow of mud leaving the wellbore can fluctuate greatly as a result of mud flow system kicks. Kicks are caused by unintended flow of formation fluids into a wellbore. These are characterized by a significant increase in pressure differential which is followed by pressure drop. The flow rates following the pressure drop can be so low that they are difficult to measure with any accuracy using conventional technology. Early kick detection is an important focus for preventing “loss of well control” events which could lead to an uncontrolled flow of formation fluids from a wellhead.
U.S. Pat. No. 9,291,486 (“Method and System for Measuring Fluid Flow in Bell Nipples Using Pressure Measurement”) issued to Singfield describes a system wherein drilling mud flow is measured using pressure transducers within the annulus proximate the wellhead. Flow rate is inferred from the detected pressure. Density of the drilling mud is determined separately by siphoning off a fraction of the mud being supplied to the wellbore and measuring the density of this siphoned portion with a Coriolis meter. This system is not effective for measuring the density of unscreened drilling mud exiting the wellbore. Notably, measurement systems such as this determine the density of a flow of screened mud and not the density of mud exiting the wellbore which contains cuttings and other solids. All measurements (density, pressure, flow rate) of the mud are of either mud which is being supplied to the wellbore or which has exited the wellbore and then been passed through shakers and screens to remove cuttings and other debris. Therefore, these measurements have limited value in early kick detection.
The invention provides a system for measurement of flow rate and density of a drilling mud flow exiting a wellbore. In preferred embodiments, flow rate and density are measured at the wellhead itself. A mud measurement system is described which determines both mud flow rate and mud density at or near the wellhead. Locations which are at or near the wellhead are considered to be locations between the exit of the wellbore and before screening or filtering of cuttings and other solids from the drilling mud. Preferably also, locations at or near the wellbore are locations after the exit of the wellbore which are before any portion of drilling mud is diverted from the main flow.
Direct mud flow measurement at or near the exit of the wellbore allows better detection of potentially dangerous upcoming kicks in the drilling system which will permit operators to take action to avoid said possible kick. Sharp increases or fluctuations in flow rate or volume or other early kick predictors can be detected in this mud flow which might not be easily measured or timely measured by flow meters or other devices which measure mud flow rate or volume after the drilling mud has passed through shakers or screens, such as mud pit volume totalizers. Additionally, described embodiments of the invention permit detection of very low flow rates indicative of a pressure drop following a significant increase in pressure differential.
In a described embodiment, detection components of the mud measurement system are incorporated into a riser assembly which is secured to the wellhead. The riser assembly includes a riser and a torus wedge flowmeter. The torus wedge flowmeter is used to detect flow rate for mud leaving the wellbore. Density of drilling mud exiting the wellbore is detected using high and low pressure diaphragm seals on the riser with associated high range and low range differential pressure transmitters. The diaphragm seals may include various known types of pressure sensors/transducers whose pressure sensing capability does not deteriorate over time due to deposits of solids from the returning mud with cuttings in the pressure sensing ports. Herein, however, the pressure sensor at each pressure port is referred to simply as a diaphragm seal pressure sensor or diaphragm seal.
Mud flow rate and density are determined by an associated flow computer which is operably associated with the torus wedge flowmeter as well as the high and low range pressure transmitters of the riser. The flow computer is a programmable logic controller which is programmed to calculate flow rates from upstream and downstream pressure transducers or taps associated with the torus wedge meter. In addition, the flow computer can determine density based upon readings provided from the diaphragm seals.
The torus wedge flowmeter is preferably adapted to detect both a high and a low range of flow rate. In a described embodiment, a first pair of pressure seals is configured to detect low flow rates which are rates of flow below a predetermined level. A second pair of pressure seals is configured to detect high flow rates which are above a predetermined level. This configuration allows for accurate measurement of flow rates during and following a mud system kick. The density detection arrangement preferably also allows for measurement of both high and low density ranges.
The invention provides systems and methods for measuring parameters of flows of unscreened, unfiltered drilling mud which contains cuttings and other solids and materials which have entered the drilling mud within the wellbore.
For a thorough understanding of the present invention, reference is made to the following detailed description of the preferred embodiments, taken in conjunction with the accompanying drawings, wherein like reference numerals designate like or similar elements throughout the several figures of the drawings and wherein:
A torus wedge meter 38 is mounted to the upper end of the riser 25 of the riser assembly 24. The torus wedge meter 38 in general operates using principles described in U.S. Pat. No. 7,357,040 (“Torus Wedge Flow Meter”), U.S. Pat. No. 10,444,044 (“Flow Measurement Systems and Methods”) or U.S. Pat. No. 10,054,472 (“Fluid Flow Meter”). Each of these patents are owned by the applicant and are herein incorporated by reference in their entirety. In general, the torus wedge meter 38 presents a flow restriction 40 which creates a pressure drop for fluid passing through the torus wedge meter 38. Measurement of fluid pressure upstream of the flow restriction 40 is compared to measurement of pressure either downstream or at the flow restriction 40 which will allow flow rate to be calculated. An outlet flange 42 is secured to the upper end of the torus wedge meter 38 and leads upwardly toward the upper decking 26 and mud diversion line 28 which will take exhausted mud to debris screens and shakers 32 and to mud pit 34.
Upstream lateral openings 44 and 46 are disposed through the riser body 48. The upstream lateral openings 44, 46 are provided with pressure transducers or taps 50, 52 respectively which are capable of measuring the fluid pressure of drilling mud entering the torus wedge meter 38. Downstream lateral openings 54, 56 are disposed through the body of the torus wedge meter 38 and are also provided with pressure transducers, 58, 60 respectively, which are capable of measuring the fluid pressure of drilling mud passing through the flow restriction 40.
In preferred embodiments, the mud measurement system of the present invention includes a mechanism for detecting and measuring the density of unscreened drilling mud which is flowing from the wellbore 10. Flow conduits 62, 64 are in fluid communication with the bore 36 of the riser assembly 24. Flow conduit 62 is provided with a low-pressure diaphragm seal 66 and low-pressure transmitter 68. Flow conduit 64 is provided with a high-pressure diaphragm seal 70 and high-pressure transmitter 72. The differential pressure transmitters 68, 72 detect fluid pressure and are used for measurement of density of drilling mud returning uphole and emerging from the wellhead.
A flow computer 74 is shown in
In operation during a drilling operation, drilling mud flows upwardly from the annulus 30 into the bore 36 of the riser assembly 34 as illustrated by arrow 76 in
The torus wedge meter 38 is preferably adapted to measure both high and low ranges of fluid pressure. By establishing two ranges of flow rates for measurement, the system will be able to measure rates more accurately. Via flow computer programming, the upstream pressure tap 50 and downstream pressure tap 58 are adapted as a pair to measure a lower range of pressures, 0-200 psi, for example. While the pair of upstream tap 52 and downstream tap 60 is adapted to measure a higher range of pressures, such as from 200 psi upward. Preferably, flow alarm limits are programmed into the flow computer 74 so that operators can be alerted to flow rates which exceed expected limits. Too high a flow rate might indicate a mud kick while a very low flow rate might also be indicative of a kick which has just occurred.
Similarly, the flow computer 74 preferably uses dual ranges of measurement for density. The diaphragm seal 66 is tuned to detect lower range of density while diaphragm seal 70 is adapted to detect a higher range of density. The upper and lower ranges are preferably separated by a predetermined measurement point. For example, the diaphragm seal 66 might measure flow densities which are 10 kg/m3 or below while the diaphragm seal 70 measures flow densities which are above 10 kg/m3.
It is noted that the measurement devices (wedge meter 38, diaphragm seals 66, 70) may be placed at other locations within the drilling mud flow system between the annulus 30 of the wellbore 10 and the shakers 32. They might be placed, for example, above the upper decking 26 so long as the parameters of the exiting drilling mud are measured before solids are screened or remove from the mud.
