CN115640759A - Drill jamming early warning method and system based on machine learning - Google Patents

Drill jamming early warning method and system based on machine learning Download PDF

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Publication number
CN115640759A
CN115640759A CN202211670817.0A CN202211670817A CN115640759A CN 115640759 A CN115640759 A CN 115640759A CN 202211670817 A CN202211670817 A CN 202211670817A CN 115640759 A CN115640759 A CN 115640759A
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rock debris
friction
drill
time
torque
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贺燕冰
黄君
张晓丹
于峻石
付浩
孙国飞
王文文
廖秀明
冯馨平
魏勇
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Chengdu Jiekesi Petroleum Natural Gas Technology Development Co ltd
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Chengdu Jiekesi Petroleum Natural Gas Technology Development Co ltd
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Abstract

The invention discloses a drill sticking early warning method and system based on machine learning, belonging to the technical field of drill sticking early warning, wherein the method comprises the following steps: obtaining rock debris data distributed along a well track, and constructing a real-time rock debris migration model; obtaining real-time dynamic distribution of the rock debris bed in the well hole based on the real-time rock debris migration model; constructing a friction and torque balance model when the drill rod rotates in the borehole; obtaining a friction torque value on a drill rod based on real-time dynamic distribution of a rock debris bed in a well hole and a friction torque balance model; optimizing a friction torque balance model by using a Bayesian optimization algorithm and a Nash efficiency coefficient based on the friction torque value on the drill rod; carrying out real-time drill sticking early warning by utilizing a time sequence data analysis method based on the optimized friction resistance torque balance model; the method solves the problem that the drilling sticking risk is difficult to accurately and quickly predict in real time under different working conditions.

Description

Drill jamming early warning method and system based on machine learning
Technical Field
The invention belongs to the technical field of drill sticking early warning, and particularly relates to a drill sticking early warning method and system based on machine learning.
Background
The time loss of the drilling process is mostly caused by the blockage of the drilling tool; if the drill jamming is not found in time in the drilling process, the drill stopping treatment is often needed, a large amount of time and cost are needed for treatment, and more serious secondary hazards are possibly caused.
The method mainly comprises big data statistical analysis and well drilling model construction analysis, wherein the big data statistical analysis and well drilling model construction analysis are mainly used as the existing drill sticking early warning method, the big data statistical analysis and well drilling model construction analysis are mainly divided into a discriminant analysis method and a pattern recognition method, and on the premise that a large amount of effective data are collected, the model is established to judge whether the drill sticking occurs or not by analyzing the occurrence reasons of the drill sticking, the operation conditions during the drill sticking and the like and utilizing methods such as neural network multivariate statistical analysis, fuzzy logic, analytic hierarchy process and the like; the drilling parameters can be abnormally changed when the sticking occurs, but the traditional physical model has large calculation amount and is difficult to completely reflect the change rule when the sticking occurs, the false alarm rate is high, the accuracy rate is low, the real-time performance is poor in practical application, and the occurring sticking is difficult to classify.
Disclosure of Invention
Aiming at the defects in the prior art, the drill sticking early warning method and the drill sticking early warning system based on machine learning provided by the invention can continuously and automatically adjust and adapt to real-time changing working conditions, and solve the problem that the drill sticking risk is difficult to accurately and quickly predict in real time under different working conditions.
In order to achieve the purpose of the invention, the invention adopts the technical scheme that:
the invention provides a drill sticking early warning method based on machine learning, which comprises the following steps:
s1, obtaining rock debris data distributed along a well track, and constructing a real-time rock debris migration model;
s2, obtaining real-time dynamic distribution of the rock debris bed in the borehole based on the real-time rock debris migration model;
s3, constructing a friction resistance torque balance model when the drill rod rotates in the borehole based on the space rectangular coordinate system, the Ferner coordinate system, the borehole track, the drill rod stress and the rock debris migration model;
s4, obtaining a friction torque value on the drill rod based on real-time dynamic distribution of the rock debris bed in the well and a friction torque balance model;
s5, optimizing a friction-resistance torque balance model by using a Bayes optimization algorithm and a Nash efficiency coefficient based on the friction-resistance torque value on the drill rod;
and S6, carrying out real-time drill sticking early warning by utilizing a time sequence data analysis method based on the optimized friction resistance torque balance model.
The invention has the beneficial effects that: the invention provides a stuck drill early warning method based on machine learning, which combines a real-time rock debris migration model, a friction resistance torque balance model and a machine model to realize stuck drill risk monitoring and early warning based on real-time drilling data, carries out real-time monitoring on drilling rock debris bed distribution and well cleaning through the real-time rock debris migration model, constructs a friction resistance torque balance model when a drill rod rotates in a well hole based on the real-time rock debris migration model, utilizes Bayesian optimization to train the friction resistance torque balance model to adapt to different working conditions, can continuously improve model precision even if the well condition or the well type is changed, has high model training speed, can complete training only through real-time logging data of the current well, and obtains a stuck drill risk index by analyzing and comparing real-time prediction results and actual measurement data of a mixed model and carrying out time sequence data analysis to realize the real-time early warning of the drilling stuck drill.
Further, the calculation expression of the real-time rock debris migration model in the step S1 is as follows:
Figure 100002_DEST_PATH_IMAGE001
wherein, the first and the second end of the pipe are connected with each other,tthe time is represented by the time of day,
Figure 100002_DEST_PATH_IMAGE002
which means that the time is to be subjected to a partial derivation,
Figure 100002_DEST_PATH_IMAGE003
to represent
Figure 100002_DEST_PATH_IMAGE004
The cross-sectional area of the rock debris layer,
Figure 100002_DEST_PATH_IMAGE005
represent
Figure 105522DEST_PATH_IMAGE004
The concentration of the cuttings in the cuttings layer,
Figure 100002_DEST_PATH_IMAGE006
to represent
Figure 594272DEST_PATH_IMAGE004
The flow velocity of the rock debris in the rock debris layer,
Figure 100002_DEST_PATH_IMAGE007
the partial derivative of the thickness of the rock debris layer is obtained,
Figure 100002_DEST_PATH_IMAGE008
representing the rate of volume exchange of rock cuttings between different layers of rock cuttings,
Figure 100002_DEST_PATH_IMAGE009
to represent
Figure 970765DEST_PATH_IMAGE004
The average density of the layer of rock debris,
Figure 100002_DEST_PATH_IMAGE010
the pressure of the flow is indicated by the expression,gwhich represents the acceleration of the force of gravity,
Figure 100002_DEST_PATH_IMAGE011
which represents an angle with the direction of gravity,
Figure 100002_DEST_PATH_IMAGE012
to represent
Figure 166254DEST_PATH_IMAGE004
The shear stress of the rock debris layer is,
Figure 100002_DEST_PATH_IMAGE013
represent
Figure 64940DEST_PATH_IMAGE004
The perimeter of the layer of rock debris,
Figure 100002_DEST_PATH_IMAGE014
is represented by
Figure 775407DEST_PATH_IMAGE004
Direction of rock debris layer
Figure 100002_DEST_PATH_IMAGE015
The shear stress of the rock debris layer is,
Figure 100002_DEST_PATH_IMAGE016
to represent
Figure 752328DEST_PATH_IMAGE004
The rock debris is layered on
Figure 536744DEST_PATH_IMAGE015
The distance of the rock debris layer is greater than the distance of the rock debris layer,nthe total number of layers of the rock debris migration model is represented,
Figure 100002_DEST_PATH_IMAGE017
represents the average density of the rock debris migration model,
Figure 100002_DEST_PATH_IMAGE018
the average flow velocity of the rock debris migration model is represented.
The beneficial effect of adopting the further scheme is as follows: the real-time rock debris migration model is provided for monitoring the distribution of the drilling rock debris bed and the cleaning of the well hole in real time, and a foundation is provided for constructing a friction torque balance model when the drill rod rotates in the well hole.
Further, the calculation expression of the friction torque balance model in step S3 is as follows:
Figure 100002_DEST_PATH_IMAGE019
wherein the content of the first and second substances,
Figure 100002_DEST_PATH_IMAGE020
the axial force of the drill rod is shown,sindicating the length of the drill pipe immersed in the drilling fluid,
Figure 100002_DEST_PATH_IMAGE021
representing the weight of a unit of drill pipe in the drilling fluid,
Figure 100002_DEST_PATH_IMAGE022
the angle of the borehole is shown,
Figure 100002_DEST_PATH_IMAGE023
representing the unit tangential vector in the z-direction of the drill rod,kthe axial force coefficient of the drill rod is shown,
Figure 100002_DEST_PATH_IMAGE024
representing a unit normal vector in the z-direction of the drill rod,
Figure 100002_DEST_PATH_IMAGE025
which is indicative of the contact force,
Figure 100002_DEST_PATH_IMAGE026
representing the angle between the normal of the contact plane and the contact force,
Figure 100002_DEST_PATH_IMAGE027
the coefficient of friction resistance is expressed as,
Figure 100002_DEST_PATH_IMAGE028
indicating the additional force on the drill pipe,
Figure 100002_DEST_PATH_IMAGE029
representing the weight of a unit of drill pipe in the drilling fluid,
Figure 100002_DEST_PATH_IMAGE030
represents a unit pair normal vector in the z direction of the drill rod,
Figure 100002_DEST_PATH_IMAGE031
the axial torque required to rotate the drill rod is indicated,
Figure 100002_DEST_PATH_IMAGE032
the radius of the drill rod is shown,
Figure 100002_DEST_PATH_IMAGE033
representing the curvature.
The beneficial effect of adopting the above further scheme is that: and providing a calculation method of the friction torque balance model, and providing a basis for obtaining the friction torque value on the corresponding drill rod and realizing real-time drill sticking early warning.
Further, the step S4 includes the steps of:
s41, based on the real-time dynamic distribution and moment balance model of the detritus bed in the borehole, standardizing the height of the detritus bed and the change rate of the height of the detritus bed to the torque, and obtaining the torque measured values of the height of the standardized detritus bed and the height of the standardized detritus bed:
Figure 100002_DEST_PATH_IMAGE034
Figure 100002_DEST_PATH_IMAGE035
wherein, the first and the second end of the pipe are connected with each other,
Figure 100002_DEST_PATH_IMAGE036
the normalized height of the rock debris bed is shown,
Figure 100002_DEST_PATH_IMAGE037
the height of the rock debris bed is shown,Dthe diameter of the borehole is shown as,
Figure 100002_DEST_PATH_IMAGE038
representing the rate of change of torque caused by the debris,
Figure 100002_DEST_PATH_IMAGE039
representing the torque measurement at the normalized cuttings bed height,
Figure 100002_DEST_PATH_IMAGE040
representing calculated torque values for the same wellbore configuration;
s42, constructing a model of the height of the rock fragment bed and a torque index based on the standard height of the rock fragment bed and a torque measured value under the standard height of the rock fragment bed:
Figure 100002_DEST_PATH_IMAGE041
wherein the content of the first and second substances,
Figure 100002_DEST_PATH_IMAGE042
representing a parameter of the first exponential model,
Figure 100002_DEST_PATH_IMAGE043
representing a second index model parameter;
s43, calculating to obtain the change rate of the friction coefficient based on the height of the rock debris bed and the torque index model:
Figure 100002_DEST_PATH_IMAGE044
wherein the content of the first and second substances,
Figure 100002_DEST_PATH_IMAGE045
the change rate of the friction coefficient is shown,
Figure 100002_DEST_PATH_IMAGE046
the coefficient of friction resistance at the standardized cuttings bed height is expressed,
Figure 100002_DEST_PATH_IMAGE047
represents the coefficient of friction resistance without debris;
and S44, obtaining a friction torque value based on the friction coefficient change rate.
The beneficial effect of adopting the above further scheme is that: the method for obtaining the friction torque value on the drill rod based on the real-time dynamic distribution of the rock debris bed in the borehole and the friction torque balance model is provided, and a basis is provided for the optimization of the friction torque balance model.
Further, the step S5 includes the steps of:
s51, acquiring actually measured friction torque data in historical drilling data;
s52, inputting real-time dynamic distribution data of the detritus bed in the borehole in the historical drilling data into a friction torque balance model for simulation to obtain a corresponding friction torque value on the drill rod;
s53, constructing a Nash efficiency coefficient optimization function based on the friction torque measured data and the friction resistance torque value on the drill rod:
Figure 100002_DEST_PATH_IMAGE048
wherein the content of the first and second substances,
Figure 100002_DEST_PATH_IMAGE049
the coefficient of the Nash efficiency is expressed,
Figure 100002_DEST_PATH_IMAGE050
represents a time step ofiThe measured value of the frictional torque at the time of operation,
Figure 100002_DEST_PATH_IMAGE051
represents a time step ofiThe friction torque value on the drill rod is measured,
Figure 100002_DEST_PATH_IMAGE052
represents the average value of the friction torque value on the drill pipe,nrepresenting a total number of time steps;
s54, optimizing a friction-resistance torque balance model by using a Bayes optimization algorithm based on a Nash efficiency optimization function;
s55, judging whether the Nash efficiency coefficient is larger than a preset threshold value or not based on the optimization result, if so, entering a step S57, and otherwise, entering a step S56;
s56, updating historical drilling data, and returning to the step S51;
and S57, completing the optimization of the friction torque balance model, and entering the step S6.
The beneficial effect of adopting the above further scheme is that: and providing a friction torque value based on a drill rod, optimizing a friction torque balance model by using a Bayesian optimization algorithm and a Nash efficiency coefficient, and providing a basis for real-time drilling sticking early warning by using the optimized friction torque balance model.
Further, the step S6 includes the steps of:
s61, acquiring a real-time actual measurement friction resistance torque value;
s62, obtaining a predicted value of the friction resistance torque on the drill rod based on the optimized friction resistance torque balance model according to actually measured drilling data;
s63, calculating to obtain the relative deviation of the friction resistance torque by utilizing a time sequence data analysis method according to the real-time actual measurement friction resistance torque value and the predicted value of the friction resistance torque on the drill rod:
Figure 100002_DEST_PATH_IMAGE053
wherein, the first and the second end of the pipe are connected with each other,
Figure 100002_DEST_PATH_IMAGE054
representing the relative deviation of the predicted value of the friction torque on the drill rod,
Figure 100002_DEST_PATH_IMAGE055
representing a predicted value of the friction torque on the drill pipe considering the influence of the rock debris,
Figure 100002_DEST_PATH_IMAGE056
representing a predicted value of friction torque on the drill pipe without considering the influence of rock debris,
Figure 100002_DEST_PATH_IMAGE057
representing the relative deviation of the real-time actual measurement friction resistance torque value and the predicted value of the friction resistance torque on the drill rod considering the influence of rock debris,
Figure 100002_DEST_PATH_IMAGE058
a measurement representing off-bottom free-wheeling torque;
s64, calculating a real-time stuck drill risk index based on the friction resistance torque relative deviation, and carrying out real-time stuck drill early warning based on the stuck drill risk index:
Figure 100002_DEST_PATH_IMAGE059
wherein the content of the first and second substances,
Figure 100002_DEST_PATH_IMAGE060
indicating that insufficient cleaning of the cuttings results in a stuck drill risk index,
Figure 100002_DEST_PATH_IMAGE061
indicating that inadequate cleaning of non-cuttings results in a stuck drill risk index,
Figure 100002_DEST_PATH_IMAGE062
a weighting factor that represents the value of the relative deviation,
Figure 100002_DEST_PATH_IMAGE063
a weighting factor representing the moving average deviation value,
Figure 100002_DEST_PATH_IMAGE064
a first non-dimensional parameter is represented,
Figure 100002_DEST_PATH_IMAGE065
a second non-dimensional parameter is represented,
Figure 100002_DEST_PATH_IMAGE066
a third non-dimensional parameter is represented,
Figure 100002_DEST_PATH_IMAGE067
represent
Figure 100002_DEST_PATH_IMAGE068
The average deviation value of the moving average is calculated,
Figure 100002_DEST_PATH_IMAGE069
represent
Figure 728036DEST_PATH_IMAGE057
The moving average deviation value of (2).
The beneficial effect of adopting the above further scheme is that: the method for carrying out real-time drilling sticking early warning by utilizing a time sequence data analysis method based on the optimized friction resistance torque balance model is provided, drilling sticking risk indexes are provided, whether drilling sticking is carried out due to insufficient rock debris cleaning or not is respectively predicated, the drilling sticking risk indexes are between 0 and 1, wherein 0 represents no drilling sticking risk, and 1 represents high-probability sticking of a drill rod.
The invention also provides a system of the drill sticking early warning method based on machine learning, which comprises the following steps:
the drilling rock debris migration module is used for acquiring rock debris data distributed along a borehole trajectory and constructing a real-time rock debris migration model;
the dynamic distribution data module is used for obtaining real-time dynamic distribution of the rock debris bed in the well hole based on the real-time rock debris migration model;
the force and moment balance module is used for constructing a friction and torque balance model when the drill rod rotates in the borehole based on a space rectangular coordinate system, a Ferner coordinate system, a borehole track, a drill rod stress and a rock debris migration model;
the friction torque data module is used for obtaining a friction torque value on the drill rod based on real-time dynamic distribution of the detritus bed in the well and a friction torque balance model;
the machine learning optimization module is used for optimizing a friction torque balance model by utilizing a Bayesian optimization algorithm and a Nash efficiency coefficient based on the friction torque value on the drill rod;
and the friction drill sticking early warning module is used for carrying out real-time drill sticking early warning by utilizing a time sequence data analysis method based on the optimized friction torque balance model.
The beneficial effects of the invention are as follows: the invention provides a system of a drilling sticking early warning method based on machine learning, which is a system correspondingly arranged on the drilling sticking early warning method based on machine learning and is used for realizing the drilling sticking early warning method based on machine learning.
Drawings
Fig. 1 is a flowchart illustrating steps of a method for warning of drill sticking based on machine learning according to an embodiment of the present invention.
FIG. 2 is a schematic diagram of a friction torque balance model of a drill pipe rotating in a borehole according to an embodiment of the present invention.
Fig. 3 is a block diagram of a system of a drill sticking early warning method based on machine learning according to an embodiment of the present invention.
Detailed Description
The following description of the embodiments of the present invention is provided to facilitate the understanding of the present invention by those skilled in the art, but it should be understood that the present invention is not limited to the scope of the embodiments, and it will be apparent to those skilled in the art that various changes may be made without departing from the spirit and scope of the invention as defined and defined by the appended claims, and all changes that can be made by the invention using the inventive concept are intended to be protected.
As shown in fig. 1, in an embodiment of the present invention, the present invention provides a stuck drill early warning method based on machine learning, including the following steps:
s1, obtaining rock debris data distributed along a well track, and constructing a real-time rock debris migration model;
the calculation expression of the real-time rock debris migration model in the step S1 is as follows:
Figure 191378DEST_PATH_IMAGE001
wherein the content of the first and second substances,tthe time is represented by the time of day,
Figure 4613DEST_PATH_IMAGE002
it is shown that the partial derivative is calculated over time,
Figure 237011DEST_PATH_IMAGE003
to represent
Figure 743079DEST_PATH_IMAGE004
The cross-sectional area of the rock debris layer,
Figure 428138DEST_PATH_IMAGE005
to represent
Figure 45064DEST_PATH_IMAGE004
The concentration of the rock debris in the rock debris layer,
Figure 131969DEST_PATH_IMAGE006
represent
Figure 808938DEST_PATH_IMAGE004
The flow velocity of the rock debris in the rock debris layer,
Figure 981293DEST_PATH_IMAGE007
the partial derivative of the thickness of the rock debris layer is obtained,
Figure 136331DEST_PATH_IMAGE008
representing the volume exchange rate of rock debris between different rock debris layers,
Figure 343322DEST_PATH_IMAGE009
to represent
Figure 191192DEST_PATH_IMAGE004
The average density of the layer of rock debris,
Figure 850843DEST_PATH_IMAGE010
the pressure of the flow is indicated by the expression,gwhich represents the acceleration of the force of gravity,
Figure 809572DEST_PATH_IMAGE011
which represents an angle with the direction of gravity,
Figure 838446DEST_PATH_IMAGE012
to represent
Figure 857217DEST_PATH_IMAGE004
The shear stress of the rock debris layer is,
Figure 4165DEST_PATH_IMAGE013
represent
Figure 766585DEST_PATH_IMAGE004
The perimeter of the layer of rock debris,
Figure 682588DEST_PATH_IMAGE014
is represented by
Figure 606682DEST_PATH_IMAGE004
Direction of rock debris layer
Figure 240925DEST_PATH_IMAGE015
The shear stress of the rock debris layer is,
Figure 541457DEST_PATH_IMAGE016
represent
Figure 577546DEST_PATH_IMAGE004
The rock debris is layered on
Figure 672541DEST_PATH_IMAGE015
The distance between the layers of rock debris,nthe total number of layers of the rock debris migration model is represented,
Figure 528501DEST_PATH_IMAGE017
represents the average density of the rock debris migration model,
Figure 632724DEST_PATH_IMAGE018
representing the average flow velocity of the rock debris migration model;
s2, obtaining real-time dynamic distribution of the rock debris bed in the borehole based on the real-time rock debris migration model;
s3, constructing a friction resistance torque balance model when the drill rod rotates in the borehole based on the space rectangular coordinate system, the Ferner coordinate system, the borehole track, the drill rod stress and the rock debris migration model, as shown in FIG. 2;
the calculation expression of the friction torque balance model in the step S3 is as follows:
Figure 257740DEST_PATH_IMAGE019
wherein the content of the first and second substances,
Figure 789215DEST_PATH_IMAGE020
the axial force of the drill rod is shown,sindicating the length of the drill pipe immersed in the drilling fluid,
Figure 642726DEST_PATH_IMAGE021
representing the weight of a unit of drill pipe in the drilling fluid,
Figure 550639DEST_PATH_IMAGE022
the angle of the well bore is shown,
Figure 295741DEST_PATH_IMAGE023
representing the unit tangential vector in the z-direction of the drill rod,kthe axial force coefficient of the drill rod is shown,
Figure 998118DEST_PATH_IMAGE024
representing a unit normal vector in the z-direction of the drill rod,
Figure 828671DEST_PATH_IMAGE025
which is indicative of the contact force,
Figure 274696DEST_PATH_IMAGE026
representing the angle between the normal of the contact plane and the contact force,
Figure 608725DEST_PATH_IMAGE027
the coefficient of friction resistance is expressed as,
Figure 747582DEST_PATH_IMAGE028
indicating the additional force on the drill pipe,
Figure 65431DEST_PATH_IMAGE029
representing the weight of a unit of drill pipe in the drilling fluid,
Figure 49568DEST_PATH_IMAGE030
represents a unit pair normal vector in the z direction of the drill rod,
Figure 503683DEST_PATH_IMAGE031
the axial torque required to rotate the drill rod is indicated,
Figure 547862DEST_PATH_IMAGE032
the radius of the drill rod is shown,
Figure 353007DEST_PATH_IMAGE033
represents a curvature;
the flener coordinate system, in which the borehole centerline is the reference line, the target itself is the origin, and the coordinate axes simplify the problem of trajectory prediction compared to the cartesian coordinate systemsThe direction being along the centre line, called the longitudinal direction, the axes of the coordinatelThe direction is normal to the center line through the origin, called lateral,sdirection andlthe directions are perpendicular to each other, so that the flener coordinate system uses the tangent vector of the central line and the normal vector to establish a coordinate system;
s4, obtaining a friction torque value on the drill rod based on real-time dynamic distribution of the debris bed in the well and a friction torque balance model;
the step S4 includes the steps of:
s41, based on the real-time dynamic distribution and moment balance model of the rock debris bed in the well, standardizing the height of the rock debris bed and the torque change rate of the height of the rock debris bed to obtain the torque measured values of the height of the standardized rock debris bed and the height of the standardized rock debris bed:
Figure 140835DEST_PATH_IMAGE034
Figure 715035DEST_PATH_IMAGE035
wherein, the first and the second end of the pipe are connected with each other,
Figure 428651DEST_PATH_IMAGE036
the normalized height of the rock debris bed is shown,
Figure 455513DEST_PATH_IMAGE037
the height of the rock debris bed is shown,Dthe diameter of the borehole is shown as,
Figure 47031DEST_PATH_IMAGE038
representing the rate of change of torque caused by the debris,
Figure 475739DEST_PATH_IMAGE039
representing the torque measurement at the normalized cuttings bed height,
Figure 861721DEST_PATH_IMAGE040
representing calculated torque values for the same wellbore configuration;
s42, constructing a model of the height of the rock debris bed and a torque index based on the height of the standardized rock debris bed and a torque measured value under the height of the standardized rock debris bed:
Figure 641458DEST_PATH_IMAGE041
wherein the content of the first and second substances,
Figure 771088DEST_PATH_IMAGE042
representing the parameters of the first exponential model,
Figure 788722DEST_PATH_IMAGE043
representing a second index model parameter;
s43, calculating to obtain the change rate of the friction coefficient based on the height of the rock debris bed and the torque index model:
Figure 611185DEST_PATH_IMAGE044
wherein the content of the first and second substances,
Figure 612639DEST_PATH_IMAGE045
the change rate of the friction coefficient is shown,
Figure 545960DEST_PATH_IMAGE046
representing the friction coefficient under the height of the standardized detritus bed,
Figure 683680DEST_PATH_IMAGE047
represents the coefficient of friction resistance without debris;
s44, obtaining a friction torque value based on the friction coefficient change rate;
s5, optimizing a friction-resistance torque balance model by using a Bayes optimization algorithm and a Nash efficiency coefficient based on the friction-resistance torque value on the drill rod;
the step S5 includes the steps of:
s51, acquiring actually measured friction torque data in historical drilling data;
s52, inputting real-time dynamic distribution data of the detritus bed in the borehole in the historical drilling data into a friction torque balance model for simulation to obtain a corresponding friction torque value on the drill rod;
s53, constructing a Nash efficiency coefficient optimization function based on the friction torque measured data and the friction resistance torque value on the drill rod:
Figure 677044DEST_PATH_IMAGE048
wherein the content of the first and second substances,
Figure 165794DEST_PATH_IMAGE049
the coefficient of the nash efficiency is expressed,
Figure 637227DEST_PATH_IMAGE050
represents a time step ofiThe measured value of the frictional torque at the time of operation,
Figure 393568DEST_PATH_IMAGE051
represents a time step ofiThe friction torque value on the drill rod is measured,
Figure 557833DEST_PATH_IMAGE052
represents the average value of the friction torque value on the drill pipe,nrepresenting a total number of time steps;
s54, optimizing a friction-resistance torque balance model by using a Bayes optimization algorithm based on a Nash efficiency optimization function;
s55, judging whether the Nash efficiency coefficient is larger than a preset threshold value or not based on the optimization result, if so, entering a step S57, and if not, entering a step S56;
s56, updating historical drilling data, and returning to the step S51;
s57, completing the optimization of the friction resistance torque balance model, and entering the step S6;
s6, carrying out real-time drill sticking early warning by utilizing a time sequence data analysis method based on the optimized friction resistance torque balance model;
the step S6 includes the steps of:
s61, acquiring a real-time actual measurement friction resistance torque value;
s62, obtaining a predicted value of the friction resistance torque on the drill rod based on the optimized friction resistance torque balance model according to actually measured drilling data;
s63, calculating to obtain the relative deviation of the friction torque by utilizing a time sequence data analysis method according to the real-time actual measurement friction torque value and the predicted value of the friction torque on the drill rod:
Figure 268300DEST_PATH_IMAGE053
wherein the content of the first and second substances,
Figure 543424DEST_PATH_IMAGE054
representing the relative deviation of the predicted value of the friction torque on the drill rod,
Figure 921315DEST_PATH_IMAGE055
representing a predicted value of the friction torque on the drill pipe considering the influence of the rock debris,
Figure 990903DEST_PATH_IMAGE056
representing a predicted value of friction torque on the drill pipe without considering the influence of rock debris,
Figure 454245DEST_PATH_IMAGE057
representing the relative deviation of the real-time actual measurement friction resistance torque value and the predicted value of the friction resistance torque on the drill rod considering the influence of rock debris,
Figure 267480DEST_PATH_IMAGE058
a measurement representing off-bottom free-wheeling torque;
s64, calculating a real-time stuck drill risk index based on the friction resistance torque relative deviation, and carrying out real-time stuck drill early warning based on the stuck drill risk index:
Figure 499878DEST_PATH_IMAGE059
wherein the content of the first and second substances,
Figure 740367DEST_PATH_IMAGE060
indicating that insufficient cleaning of the cuttings results in a stuck drill risk index,
Figure 691005DEST_PATH_IMAGE061
indicating that inadequate cleaning of non-cuttings results in a stuck drill risk index,
Figure 307931DEST_PATH_IMAGE062
a weighting factor that represents the value of the relative deviation,
Figure 129257DEST_PATH_IMAGE063
indicating movementThe weighting factor for the average deviation value is,
Figure 71805DEST_PATH_IMAGE064
a first non-dimensional parameter is represented,
Figure 244160DEST_PATH_IMAGE065
a second non-dimensional parameter is represented,
Figure 632154DEST_PATH_IMAGE066
a third non-dimensional parameter is represented,
Figure 839145DEST_PATH_IMAGE067
to represent
Figure 421436DEST_PATH_IMAGE068
The average deviation value is moved,
Figure 81087DEST_PATH_IMAGE069
to represent
Figure 39816DEST_PATH_IMAGE057
The moving average deviation value of (a);
the stuck drill risk index is between 0 and 1, wherein 0 represents no stuck drill risk and 1 represents high probability of stuck drill pipe.
The invention provides a stuck drill early warning method based on machine learning, which combines a real-time rock debris migration model, a friction resistance torque balance model and a machine model to realize stuck drill risk monitoring and early warning based on real-time drilling data, carries out real-time monitoring on drilling rock debris bed distribution and well cleaning through the real-time rock debris migration model, constructs a friction resistance torque balance model when a drill rod rotates in a well hole based on the real-time rock debris migration model, utilizes Bayesian optimization to train the friction resistance torque balance model to adapt to different working conditions, can continuously improve model precision even if the well condition or the well type is changed, has high model training speed, can complete training only through real-time logging data of the current well, and obtains a stuck drill risk index by analyzing and comparing real-time prediction results and actual measurement data of a mixed model and carrying out time sequence data analysis to realize the real-time early warning of the drilling stuck drill.
Example 2
As shown in fig. 3, in this embodiment, the present invention further provides a system of a drill sticking early warning method based on machine learning, including:
the drilling rock debris migration module is used for acquiring rock debris data distributed along a borehole trajectory and constructing a real-time rock debris migration model;
the dynamic distribution data module is used for obtaining real-time dynamic distribution of the rock debris bed in the borehole based on the real-time rock debris migration model;
the force and moment balance module is used for constructing a friction resistance and torque balance model when the drill rod rotates in the well hole based on the space rectangular coordinate system, the Ferner coordinate system, the well track, the drill rod stress and the rock debris migration model;
the friction torque data module is used for obtaining a friction torque value on the drill rod based on real-time dynamic distribution of the detritus bed in the well and a friction torque balance model;
the machine learning optimization module is used for optimizing a friction torque balance model by utilizing a Bayes optimization algorithm and a Nash efficiency coefficient based on the friction torque value on the drill rod;
and the friction drag drill sticking early warning module is used for carrying out real-time drill sticking early warning by utilizing a time sequence data analysis method based on the optimized friction drag torque balance model.
The system of the drug relocation method based on the drug classification diagram neural network provided by the embodiment can execute the technical scheme shown in the drug relocation method based on the drug classification diagram neural network in the above method embodiment, and the implementation principle and the beneficial effect are similar, and the details are not repeated here.
In the embodiment of the present invention, the functional units may be divided according to a drug relocation method based on a drug classification map neural network, for example, each function may be divided into each functional unit, or two or more functions may be integrated into one processing unit. The integrated unit may be implemented in the form of hardware, or may be implemented in the form of a software functional unit. It should be noted that the division of the cells in the present invention is schematic, and is only a logical division, and there may be another division manner in actual implementation.
In the embodiment of the invention, in order to realize the principle and the beneficial effect of the machine learning-based diamond sticking early warning method, the system of the machine learning-based diamond sticking early warning method comprises a hardware structure and/or a software module which are corresponding to the execution of each function. It should be readily appreciated by those of ordinary skill in the art that while the exemplary elements and algorithm steps described in connection with the embodiments disclosed herein may be embodied in hardware and/or in a combination of hardware and computer software, whether such functionality is implemented as hardware or computer software, the functionality described may be implemented using different approaches for each particular application depending upon the particular application and design constraints imposed on the technology, but such implementation decisions should not be interpreted as causing a departure from the scope of the present application.

Claims (7)

1. A stuck drill early warning method based on machine learning is characterized by comprising the following steps:
s1, obtaining rock debris data distributed along a well track, and constructing a real-time rock debris migration model;
s2, obtaining real-time dynamic distribution of the rock debris bed in the well hole based on the real-time rock debris migration model;
s3, constructing a friction resistance torque balance model when the drill rod rotates in the borehole based on the space rectangular coordinate system, the Ferner coordinate system, the borehole track, the drill rod stress and the rock debris migration model;
s4, obtaining a friction torque value on the drill rod based on real-time dynamic distribution of the debris bed in the well and a friction torque balance model;
s5, optimizing a friction-resistance torque balance model by using a Bayes optimization algorithm and a Nash efficiency coefficient based on the friction-resistance torque value on the drill rod;
and S6, carrying out real-time drill sticking early warning by utilizing a time sequence data analysis method based on the optimized friction resistance torque balance model.
2. The machine learning-based stuck drill early warning method according to claim 1, wherein the computational expression of the real-time rock debris migration model in the step S1 is as follows:
Figure DEST_PATH_IMAGE001
wherein the content of the first and second substances,tthe time is represented by a time-of-day,
Figure DEST_PATH_IMAGE002
it is shown that the partial derivative is calculated over time,
Figure DEST_PATH_IMAGE003
represent
Figure DEST_PATH_IMAGE004
The cross-sectional area of the rock debris layer,
Figure DEST_PATH_IMAGE005
to represent
Figure 30148DEST_PATH_IMAGE004
The concentration of the rock debris in the rock debris layer,
Figure DEST_PATH_IMAGE006
to represent
Figure 416130DEST_PATH_IMAGE004
The flow velocity of the rock debris in the rock debris layer,
Figure DEST_PATH_IMAGE007
the partial derivative of the thickness of the rock debris layer is obtained,
Figure DEST_PATH_IMAGE008
representing the rate of volume exchange of rock cuttings between different layers of rock cuttings,
Figure DEST_PATH_IMAGE009
to represent
Figure 133550DEST_PATH_IMAGE004
The average density of the layer of rock debris,
Figure DEST_PATH_IMAGE010
the pressure of the flow is indicated by the expression,gwhich represents the acceleration of the force of gravity,
Figure DEST_PATH_IMAGE011
which represents an angle with respect to the direction of gravity,
Figure DEST_PATH_IMAGE012
to represent
Figure 200863DEST_PATH_IMAGE004
The shear stress of the rock debris layer is,
Figure DEST_PATH_IMAGE013
represent
Figure 484077DEST_PATH_IMAGE004
The perimeter of the layer of rock debris,
Figure DEST_PATH_IMAGE014
is represented by
Figure 273916DEST_PATH_IMAGE004
Direction of rock debris layer
Figure DEST_PATH_IMAGE015
The shear stress of the rock debris layer is,
Figure DEST_PATH_IMAGE016
to represent
Figure 744212DEST_PATH_IMAGE004
Formation of rock debris
Figure 677533DEST_PATH_IMAGE015
The distance of the rock debris layer is greater than the distance of the rock debris layer,nthe total number of layers of the rock debris migration model is represented,
Figure DEST_PATH_IMAGE017
represents the average density of the rock debris migration model,
Figure DEST_PATH_IMAGE018
the average flow velocity of the rock debris migration model is represented.
3. The machine learning-based stuck drill early warning method according to claim 1, wherein the calculation expression of the friction torque balance model in the step S3 is as follows:
Figure DEST_PATH_IMAGE019
wherein, the first and the second end of the pipe are connected with each other,
Figure DEST_PATH_IMAGE020
the axial force of the drill rod is shown,sindicating the length of the drill pipe immersed in the drilling fluid,
Figure DEST_PATH_IMAGE021
representing the weight of a unit of drill pipe in the drilling fluid,
Figure DEST_PATH_IMAGE022
the angle of the well bore is shown,
Figure DEST_PATH_IMAGE023
representing a unit tangential vector in the z-direction of the drill rod,kthe axial force coefficient of the drill rod is shown,
Figure DEST_PATH_IMAGE024
representing a unit normal vector in the z-direction of the drill rod,
Figure DEST_PATH_IMAGE025
which is indicative of the contact force,
Figure DEST_PATH_IMAGE026
representing the angle between the normal of the contact plane and the contact force,
Figure DEST_PATH_IMAGE027
the coefficient of friction resistance is expressed as,
Figure DEST_PATH_IMAGE028
indicating the additional force on the drill pipe,
Figure DEST_PATH_IMAGE029
representing the weight of a unit of drill pipe in the drilling fluid,
Figure DEST_PATH_IMAGE030
represents a unit secondary normal vector in the z direction of the drill rod,
Figure DEST_PATH_IMAGE031
the axial torque required to rotate the drill rod is indicated,
Figure DEST_PATH_IMAGE032
the radius of the drill rod is shown,
Figure DEST_PATH_IMAGE033
representing the curvature.
4. The machine learning-based stuck drill early warning method according to claim 1, wherein the step S4 comprises the steps of:
s41, based on the real-time dynamic distribution and moment balance model of the detritus bed in the borehole, standardizing the height of the detritus bed and the change rate of the height of the detritus bed to the torque, and obtaining the torque measured values of the height of the standardized detritus bed and the height of the standardized detritus bed:
Figure DEST_PATH_IMAGE034
Figure DEST_PATH_IMAGE035
wherein the content of the first and second substances,
Figure DEST_PATH_IMAGE036
the standardized height of the rock debris bed is shown,
Figure DEST_PATH_IMAGE037
the height of the rock debris bed is shown,Dthe diameter of the borehole is shown as,
Figure DEST_PATH_IMAGE038
representing the rate of change of torque caused by the debris,
Figure DEST_PATH_IMAGE039
representing the torque measurement at the normalized cuttings bed height,
Figure DEST_PATH_IMAGE040
representing calculated torque values for the same wellbore configuration;
s42, constructing a model of the height of the rock fragment bed and a torque index based on the standard height of the rock fragment bed and a torque measured value under the standard height of the rock fragment bed:
Figure DEST_PATH_IMAGE041
wherein the content of the first and second substances,
Figure DEST_PATH_IMAGE042
representing a parameter of the first exponential model,
Figure DEST_PATH_IMAGE043
representing a second index model parameter;
s43, calculating to obtain the change rate of the friction coefficient based on the height of the rock debris bed and the torque index model:
Figure DEST_PATH_IMAGE044
wherein the content of the first and second substances,
Figure DEST_PATH_IMAGE045
the change rate of the friction coefficient is expressed,
Figure DEST_PATH_IMAGE046
the coefficient of friction resistance at the standardized cuttings bed height is expressed,
Figure DEST_PATH_IMAGE047
represents the friction coefficient without rock debris;
and S44, obtaining a friction torque value based on the friction coefficient change rate.
5. The machine learning-based stuck drill early warning method according to claim 4, wherein the step S5 comprises the steps of:
s51, acquiring actually measured friction torque data in historical drilling data;
s52, inputting real-time dynamic distribution data of the detritus bed in the borehole in the historical drilling data into a friction torque balance model for simulation to obtain a corresponding friction torque value on the drill rod;
s53, constructing a Nash efficiency coefficient optimization function based on the friction torque measured data and the friction resistance torque value on the drill rod:
Figure DEST_PATH_IMAGE048
wherein the content of the first and second substances,
Figure DEST_PATH_IMAGE049
the coefficient of the nash efficiency is expressed,
Figure DEST_PATH_IMAGE050
represents a time step ofiThe measured value of the friction torque at the time of starting,
Figure DEST_PATH_IMAGE051
represents a time step ofiThe friction torque value on the drill rod is measured,
Figure DEST_PATH_IMAGE052
represents the average value of the friction torque value on the drill pipe,nrepresenting a total number of time steps;
s54, optimizing a friction torque balance model based on a Nash efficiency optimization function and beneficial to a Bayesian optimization algorithm;
s55, judging whether the Nash efficiency coefficient is larger than a preset threshold value or not based on the optimization result, if so, entering a step S57, and otherwise, entering a step S56;
s56, updating historical drilling data, and returning to the step S51;
and S57, completing the optimization of the friction resistance torque balance model, and entering the step S6.
6. The machine learning-based stuck drill early warning method according to claim 5, wherein the step S6 comprises the steps of:
s61, acquiring a real-time actual measurement friction resistance torque value;
s62, obtaining a predicted value of friction resistance torque on the drill rod based on the optimized friction resistance torque balance model according to the actually measured drilling data;
s63, calculating to obtain the relative deviation of the friction resistance torque by utilizing a time sequence data analysis method according to the real-time actual measurement friction resistance torque value and the predicted value of the friction resistance torque on the drill rod:
Figure DEST_PATH_IMAGE053
wherein, the first and the second end of the pipe are connected with each other,
Figure DEST_PATH_IMAGE054
representing the relative deviation of the predicted value of the friction torque on the drill rod,
Figure DEST_PATH_IMAGE055
representing a predicted value of the friction torque on the drill pipe considering the influence of the rock debris,
Figure DEST_PATH_IMAGE056
representing a predicted value of friction torque on the drill pipe without considering the influence of rock debris,
Figure DEST_PATH_IMAGE057
representing the relative deviation of the real-time actual measurement friction resistance torque value and the predicted value of the friction resistance torque on the drill rod considering the influence of rock debris,
Figure DEST_PATH_IMAGE058
a measurement representing an off-bottom free-spinning torque;
s64, calculating a real-time stuck drill risk index based on the friction resistance torque relative deviation, and carrying out real-time stuck drill early warning based on the stuck drill risk index:
Figure DEST_PATH_IMAGE059
wherein the content of the first and second substances,
Figure DEST_PATH_IMAGE060
indicating that insufficient cuttings cleaning results in a stuck drill risk index,
Figure DEST_PATH_IMAGE061
indicating that inadequate cleaning of non-cuttings results in a stuck drill risk index,
Figure DEST_PATH_IMAGE062
a weighting factor that represents the value of the relative deviation,
Figure DEST_PATH_IMAGE063
a weighting factor representing the moving average deviation value,
Figure DEST_PATH_IMAGE064
a first non-dimensional parameter is represented,
Figure DEST_PATH_IMAGE065
a second non-dimensional parameter is represented,
Figure DEST_PATH_IMAGE066
a third non-dimensional parameter is represented,
Figure DEST_PATH_IMAGE067
represent
Figure DEST_PATH_IMAGE068
The average deviation value of the moving average is calculated,
Figure DEST_PATH_IMAGE069
represent
Figure 683097DEST_PATH_IMAGE057
The moving average deviation value of (2).
7. A system of the machine learning based stuck drill early warning method as claimed in any one of claims 1 to 6, comprising:
the drilling rock debris migration module is used for acquiring rock debris data distributed along a borehole track and constructing a real-time rock debris migration model;
the dynamic distribution data module is used for obtaining real-time dynamic distribution of the rock debris bed in the well hole based on the real-time rock debris migration model;
the force and moment balance module is used for constructing a friction resistance and torque balance model when the drill rod rotates in the well hole based on the space rectangular coordinate system, the Ferner coordinate system, the well track, the drill rod stress and the rock debris migration model;
the friction torque data module is used for obtaining a friction torque value on the drill rod based on real-time dynamic distribution of the detritus bed in the well and a friction torque balance model;
the machine learning optimization module is used for optimizing a friction torque balance model by utilizing a Bayes optimization algorithm and a Nash efficiency coefficient based on the friction torque value on the drill rod;
and the friction drag drill sticking early warning module is used for carrying out real-time drill sticking early warning by utilizing a time sequence data analysis method based on the optimized friction drag torque balance model.
CN202211670817.0A 2022-12-26 2022-12-26 Drill jamming early warning method and system based on machine learning Pending CN115640759A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116362143A (en) * 2023-06-02 2023-06-30 中国石油天然气集团有限公司 Drill string friction analysis method and device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153730A (en) * 2014-07-23 2014-11-19 中国石油大学(华东) Drilling tool for clearing borehole
CN105952437A (en) * 2016-06-20 2016-09-21 中国石油大学(华东) Indoor experimental research apparatus for friction and torque of strings in three-dimensional curved boreholes
CN115203877A (en) * 2021-04-08 2022-10-18 中国石油化工股份有限公司 Closed-loop drilling optimization system and method for simulating drilling state in real time

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153730A (en) * 2014-07-23 2014-11-19 中国石油大学(华东) Drilling tool for clearing borehole
CN105952437A (en) * 2016-06-20 2016-09-21 中国石油大学(华东) Indoor experimental research apparatus for friction and torque of strings in three-dimensional curved boreholes
CN115203877A (en) * 2021-04-08 2022-10-18 中国石油化工股份有限公司 Closed-loop drilling optimization system and method for simulating drilling state in real time

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
李紫璇 等: "钻井模型与机器学习耦合的实时卡钻预警技术" *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116362143A (en) * 2023-06-02 2023-06-30 中国石油天然气集团有限公司 Drill string friction analysis method and device
CN116362143B (en) * 2023-06-02 2023-08-22 中国石油天然气集团有限公司 Drill string friction analysis method and device

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