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CN105184867B - The three dimensional contour line method of rule-based grid and Corner-point Grids technology - Google Patents

The three dimensional contour line method of rule-based grid and Corner-point Grids technology Download PDF

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Publication number
CN105184867B
CN105184867B CN201510631247.8A CN201510631247A CN105184867B CN 105184867 B CN105184867 B CN 105184867B CN 201510631247 A CN201510631247 A CN 201510631247A CN 105184867 B CN105184867 B CN 105184867B
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grid
thickness
corner
stratum
top bottom
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CN105184867A (en
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罗金辉
陈玉华
杨永国
韦重韬
周为喜
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China University of Mining and Technology CUMT
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China University of Mining and Technology CUMT
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Abstract

The elevation data of stratum top bottom interface of the present invention first in borehole data, the regular grid of a certain survey region stratum top bottom surface is generated by interpolation algorithm, simultaneously, enter row interpolation using the formation thickness data in borehole data, the regional stratum thickness regular grid is generated, keeps the consistent of grid quantity;Then according to the boundary coordinate and stratal pinch-outs line number evidence in research area, border file is established, rejects the grid beyond border in grid file;Secondly, tomography binding is carried out to stratum top bottom surface regular grid according to layer data;It is finally based on the three-dimensional modeling that two kinds of regular grids realize stratum using Corner-point Grids technology.

Description

The three dimensional contour line method of rule-based grid and Corner-point Grids technology
Technical field
Three dimensional contour line method of the present invention, more particularly to a kind of rule-based grid and Corner-point Grids technology Three dimensional contour line method.
Background technology
For a long time, scientific research personnel took much count of Geologic modeling and visualization, early in international exploration geophysics in 1992 Scholar association and European Association of Exploration Geophysicists have just set up the SEG/EARG three-dimensional modelings committee, come within 1993 and add The scholar Simon W.Houlding to put on airs propose the concept of three-dimensional geological modeling, and illustrate and realize geology three-dimensional visible Some basic skills of change technology, including triangle network generating method, triangulation network surface model construction method, THREE DIMENSIONAL TRIANGULATION NET solidification side Method, the delimitation of geological objects boundary and connection etc., substantially reflect the core achievement of 3 d visualization of geologic volume technology at that time.Pin To the particularity and complexity of Geologic modeling, French professor Mallet proposes discrete smooth interpolation technology, it has also become well-known Three-dimensional geological modeling business software GOCAD core technology, separately there is more famous commercial applications software, such as ROXAR companies RMS, the Petrel softwares etc. of Schlumberger, substantially represent the highest of current geological prospecting three-dimensional visualization application It is horizontal.
Domestic aspect, Beijing Titan Technology Co., Ltd. is in internationally famous Canadian Apollo science and technology group GIS On basis of software, the thinking exploitation based on framework modeling has formed TITAN T3D, utilizes parallel or substantially parallel cross-sectional data Set up the true three-dimensional entity model of the arbitrarily complicated shaped objects of three dimensions;The reason of Beijing Li Zheng Information Technology Co., Ltds is just GIS Development platform software can utilize isopleth or the landform altitude point of distribution at random, establish dimensionally prime number Word model.
Share more than 20 kinds of spatial modeling method in current achievement in research to be suggested, from the angle of three-dimensional geological model substantially Four classes, i.e. surface model, body Model, mixed model and object model can be divided into.
1) the structure mould method based on surface model:The expression to three-dimensional geologic surface is laid particular emphasis on, such as topographical surface, geological stratification Face etc., said three-dimensional body is expressed by the surface of body.The conventional structure mould method based on surface model has TIN structure mould (TIN), grid structure mould (Grid), wire frame structure mould (Wire Frame), in addition, also including boundary representation structure mould (B-rep), section Structure mould (Section), multi-DEMs structure mould etc., its shortcoming of the model for making to establish in this way are the absence of belonging to geologic body inside Property expression, it is difficult to geologic body carry out spatial analysis.It is only used for Two-dimensional numerical simulation.
2) the structure mould based on body Model:The border of three-dimensional geologic and internal overall expression are laid particular emphasis on, using volume elements as base This unit expresses 3D solid.Because the attribute of volume elements can be with independent description and storage, thus entity can be carried out three-dimensional Spatial operation and analysis, currently used structure mould method have tetrahedron mesh (TEN), entity geometry (CSG), Octree structure Mould (Octree), triangular prism structure mould (TP) and generalized tri-prism (GTP) etc., shortcoming are that the model storage that this method is established is empty Between big, model unit irregularities, be not easy to algorithm traversal, calculating speed is slow.
3) structure mould is mixed:Because geological phenomenon is extremely complex, simple structure mould based on surface model and based on body Model Structure mould all can not accurately take into account the border of expression three-dimensional geologic and the change of built-in attribute, and a variety of models is integrated and mixed Conjunction can then utilize each single model possessed advantage when expressing different spaces entity, can realize to three-dimensional geologic more Completely, effectively express, TIN-Grid data describe to can be regarded as a kind of mixed model in GIS.In addition, CSG- Octree and TEN-Octree structures mould are also all typical mixed models, are memory space and amount of calculation the shortcomings that this model It is bigger, belong to fine modeling method.
Corner-point Grids are a kind of structured grids, propose in the seventies of last century six, are ground in recent years in reservoir numerical simulation Study carefully middle widely used, it can easily realize the edge fitting in region, be concentrated etc. suitable for fluid and surface force Calculate, major advantage is that principle is simple, mess generation speed is fast, quality is good, data structure is simple.
The content of the invention
The technical problem to be solved in the present invention is that existing numerical simulation for oil-gas reservoir method operates when reservoir grid is established Method is mostly complex, it is necessary to which simulating personnel has very sturdy professional knowledge, and software application is operated very Skillfully, otherwise easily malfunctioning, cause final numerical simulation to fail, this undoubtedly improves the threshold that uses of reservoir simulation software, and Add the difficulty of numerical simulation.
In order to solve this technical problem, the invention provides a kind of rule-based grid and the three-dimensional of Corner-point Grids technology Stratum Modeling, including:
S1:For the research area of three dimension strata model to be established, extraction stratigraphic boundary, pinching line coordinates, tomography coordinate and Borehole data;
S2:Stratum top bottom surface elevation data and formation thickness data are obtained according to the borehole data;Respectively enter step S30 and step S40;
S30:Row interpolation is entered to the stratum top bottom surface elevation data, obtains stratum top bottom surface regular grid;Then utilize Stratum top bottom surface regular grid is modified described in stratigraphic boundary and pinch-out boundary coordinate pair;
S40:Row interpolation is entered to the formation thickness data, obtains thickness regular grid;
In the step S30 and S40, in addition to:
Tomography binding is carried out at least one the stratum top bottom surface regular grid and thickness regular grid, while causes institute The quantity of stratum top bottom surface regular grid and thickness regular grid, coordinate, arrangement mode is stated to be consistent;
S5:Depth assignment is carried out to the plane Corner-point Grids using the thickness regular grid, so as to be modeled, obtained To three-dimensional Corner-point Grids;
S6:Threedimensional model is obtained using the three-dimensional Corner-point Grids.
Optionally, when being modified in the step S30 to the stratum top bottom surface regular grid, the stratum is removed In top bottom surface regular grid outside pinch-out boundary coordinate connecting line, and the grid disjoint with the pinching line coordinates connecting line Unit.
Optionally, in the step S30, also using the revised stratum top bottom surface rule of tomography coordinate pair Grid carries out the process of tomography binding;In the step S40, in addition to by the way that thickness regular grid is retained and picked Remove, at least so that grid quantity, coordinate and the distribution mode of the thickness regular grid and the revised stratum top bottom surface Regular grid is consistent.
Optionally, the process of tomography binding includes:
S321:Fault line is obtained according to the tomography coordinate,
S322:Two nearest network computations of end points of detachment layer line are moved to endpoint location;
S323:Judge other network computations of near fault lines and the vertical range of the fault line, select wherein vertical Closest some network computations, by it along being moved to perpendicular to the direction of fault line on the fault line, form tomography and tie up The stratum top bottom surface regular grid after fixed.
Optionally, the step S323 further comprises:According to the linear equation of fault line, tomography is linearly searched for The grid unit passed through, then each node of these grid units and fault line are carried out to the judgement of vertical range one by one, so Afterwards, the minimum some nodes of vertical range are selected, for wherein each node, utilized the vertical line of the fault line of the node The former coordinate of the node is replaced in the coordinate of the intersection point point of the fault line, the coordinate for completing all some nodes is replaced, handled Afterwards, tomography binding is completed.
Optionally, the depth assignment in the step S5 is specially:Using described in the thickness determination in thickness regular grid The corresponding modeling depth of three-dimensional Corner-point Grids, and then according to the depth modelling.
Optionally, in the S5:
If the thickness of grid unit is more than the minimum thickness unit of modeling demand, first by the thickness regular grid edge Thickness direction splits into some cell cubes in units of the minimum thickness unit, then in modeling, in net corresponding to top surface Modeling is formed and the cell cube quantity, some three-dimensional grids of thickness identical under lattice unit or corresponding to bottom surface on grid cell Unit;
Optionally, in the S5:
If the thickness of grid unit is not more than the minimum thickness unit of modeling demand, in plane angle point corresponding to top surface Modeling forms thickness and minimum thickness list under the grid cell of grid or corresponding to bottom surface on the grid cell of plane Corner-point Grids First identical three-dimensional grid unit.
Optionally, in the step S5, in addition to attribute tax is carried out to the three-dimensional Corner-point Grids after depth assignment The process of value.
Optionally, the attribute assignment comprises at least assigns to each grid cell porosity in the three-dimensional Corner-point Grids The process of value and permeability assignment.
The present invention seek to based on existing data format and grid in field, propose a kind of simplification, easily In realization and the oil-gas reservoir grid method for building up of numerical simulation can be quickly applied to, while general stratum can also be extended to Or the quick three-dimensional modeling of rock stratum.
The elevation data of stratum top bottom interface of the present invention first in borehole data, is generated a certain by interpolation algorithm The regular grid of survey region stratum top bottom surface, meanwhile, enter row interpolation using the formation thickness data in borehole data, generate The regional stratum thickness regular grid, keep the consistent of grid quantity;Then according to the boundary coordinate and stratal pinch-outs in research area Line number evidence, border file is established, reject the grid beyond border in grid file;Secondly, bottom is pushed up to stratum according to layer data Face regular grid carries out tomography binding;It is finally based on two kinds of regular grids and realizes that the three-dimensional on stratum is built using Corner-point Grids technology Mould.
Data format of the present invention has advantage.Stratum top bottom surface, formation thickness regular grid are turned to three The data pre-processing of stratum modeling is tieed up, can be carried out by existing interpolation method and software, use the public affairs of ground popular software Data format is opened, existing mature technology can be used, quickly realizes that data prepare;The regularization Grid square of stratum top bottom surface In itself contained the absolute altitude (Z coordinate) and geodetic coordinates (X, Y-coordinate) on stratum, can be with to the three-dimensional geological model of foundation Reach with true stratum carry out corresponding to effect.
The present invention is skillfully constructed using regular grid and the advantage of Corner-point Grids technology, modeling method.
Rule-based grid carries out Corner-point Grids in the present invention, can be carried out, subtracted using computer program rapid batch Few manual intervention, improves modeling efficiency, and the workload of Man Graphics is greatly reduced.
Brief description of the drawings
Fig. 1 is the three dimensional contour line method of rule-based grid and Corner-point Grids technology in many embodiments of the present invention Schematic flow sheet;
Fig. 2 is the schematic top plan view of top bottom surface regular grid in stratum in one embodiment of the invention;
Fig. 3 is the 3-D view of top bottom surface regular grid in stratum in one embodiment of the invention;
Fig. 4 is the amendment schematic diagram of top bottom surface regular grid in stratum in one embodiment of the invention;
Fig. 5 is the schematic diagram of one embodiment of the invention interrupting layer binding;
Fig. 6 is the schematic three dimensional views of bottom surface regular grid in one embodiment of the invention;
Fig. 7 is the schematic three dimensional views of three-dimensional Corner-point Grids in one embodiment of the invention;
Fig. 8 is the schematic diagram of threedimensional model in one embodiment of the invention;
Fig. 9 is the research area border schematic diagram in one embodiment of the invention;
Figure 10 is threedimensional model schematic diagram corresponding with Fig. 9.
Embodiment
Three-dimensional formation below with reference to Fig. 1 to Figure 10 to rule-based grid provided by the invention and Corner-point Grids technology Modeling method is described in detail, wherein being in optional embodiment of the present invention, it is believed that those skilled in the art exist Do not change spirit of the invention and it is modified and polished in the range of content.
It is pointed out that following examples content has write implementation process, the actually realization of this partial content exactly still Need to carry out programming realization by OpenGL or other 3 d graphic libraries, mode is exactly to write to realize program in advance, program fortune During row input corresponding to data, after the computing of backstage can display model, be desirable to clearly come out step herein.Other OpenGL Etc simply some class libraries or function library, it is necessary to write the display that routine call these functions carry out Controlling model.Meanwhile this hair The realization of bright scheme can be done based on OpenGL, and certainly other shape libraries can also be realized certainly, so being not limited to OpenGL。
Fig. 1 is refer to, the invention provides the three dimensional contour line side of a kind of rule-based grid and Corner-point Grids technology Method, including:
S1:For the research area of three dimension strata model to be established, extraction stratigraphic boundary, pinching line coordinates, tomography coordinate and Borehole data;
S2:Stratum top bottom surface elevation data and formation thickness data are obtained according to the borehole data;Respectively enter step S30 and step S40;
Two above step can be regarded as the Data Preparation Process of the present invention, and in the present invention, data prepare to be basis. It is selected to establish after the research area of three dimension strata model, it is necessary first to extract three class master datas:Stratigraphic boundary/stratal pinch-outs Line coordinates, tomography coordinate and borehole data.Also need to extract from borehole data purpose stratum top bottom surface elevation data, thickness Degrees of data.If modeled for coal seam, the top bottom surface elevation data on purpose stratum can use seat earth contour line data.
S30:Row interpolation is entered to the stratum top bottom surface elevation data, obtains stratum top bottom surface regular grid;
Fig. 2 and Fig. 3 are refer to, row interpolation, regular grid such as Fig. 2 and Fig. 3 of generation are entered to stratum top bottom surface elevation data It is shown.For example using the seat earth elevation data in certain research area's borehole data, using Kriging interpolation or other are conventional The regular grid (20 × 20 regular grid as shown in Figure 2) of interpolation method generation seat earth, grid spacing can be according to number Value simulation needs are set, four angle points of each grid unit respectively to should unit geodetic coordinates X, Y, in unit It is worth for the seat earth absolute altitude value Z in the coordinates regional.If being modeled for coal seam, also seat earth contour line data can be used to enter Row gridding.
S31:It is modified using stratum top bottom surface regular grid described in stratigraphic boundary and pinch-out boundary coordinate pair;
Fig. 4 is refer to, when being modified in the step S31 to the stratum top bottom surface regular grid, described in removal In the top bottom surface regular grid of stratum outside pinch-out boundary coordinate connecting line, and it is disjoint with the pinching line coordinates connecting line Grid unit.It is in practical operation, specifically can be described as reading border/stratal pinch-outs coordinate file, to stratum top bottom surface rule Grid is modified.Repairing timing, the grid unit intersected with stratigraphic boundary/stratal pinch-outs coordinate line are retained.
S32:Tomography binding is carried out using the revised stratum top bottom surface regular grid of tomography coordinate pair, obtains plane Corner-point Grids;
Fig. 5 is refer to, the process of tomography binding can include:
S321:Fault line is obtained according to the tomography coordinate,
S322:Two nearest network computations of end points of detachment layer line are moved to endpoint location;
S323:Judge other network computations of near fault lines and the vertical range of the fault line, select wherein vertical Closest some network computations, by it along being moved to perpendicular to the direction of fault line on the fault line, form tomography and tie up The stratum top bottom surface regular grid after fixed.
The step S323 further comprises:According to the linear equation of fault line, linearly search for tomography and passed through Grid unit, then each node of these grid units and fault line are carried out to the judgement of vertical range, then, selection one by one The minimum some nodes of vertical range, for wherein each node, utilized the vertical line of the fault line of the node described The coordinate of the intersection point point of fault line replaces the former coordinate of the node, and the coordinate for completing all some nodes is replaced, after processing, is completed Tomography is bound.
Specifically, tomography binding (when studying in area without tomography, skipping this step).Regular grid structure list in the plane First, manifestation mode is simple, it is impossible to expresses fault information, it is impossible to embodies the excellent of Corner-point Grids expression complicated geological object constructional features Gesture.Tomography is expressed, it is necessary to which tomography is tied in quadrilateral mesh by force in Corner-point Grids model (plane quadrilateral), make Some Grid Edges therein turn into tomography side.The mesh point of near Faults, is exactly moved on fault line by so-called tomography binding, To reach the purpose in fault mosaic to grid.The principle of binding is:It is consistent nearby, i.e., first the end points of every tomography is tied to In grid, then the point on fault line is tied in nearest grid successively along fault line, until completing.Fig. 5 is rule Grid binding fault line forms the schematic diagram of Corner-point Grids, and p1, p2 are two end points of fault line in Fig. 5 (a), binding method tool Body is as follows:
The first step:The mesh point nearest apart from tomography head and the tail node is accommodated to first and last node.It is as full in searched in Fig. 5 (a) The mesh node of sufficient condition is 0,7, then the two nodes is respectively moved into p1, p2 position;
Second step:According to fault line p1p2 linear equation, the grid unit passed through along p1p2 directions search tomography simultaneously adds With mark, each node of these grid units and fault line are subjected to Distance Judgment one by one, the minimum node coordinate of distance is used Coordinate on fault line is replaced, and changes the node coordinate of grid unit.As in grid unit A four nodes in Fig. 5 (a) except 0 has moved to outside end points p1 that remaining three nodes and tomography are closest for point 1, and the vertical line intersection point of point 1 will be crossed on straight line Coordinate of the coordinate of point as new mesh node, four grid being attached thereto can deform upon.
3rd step:Node coordinate processing is carried out to the markd grid unit of institute, forms plane Corner-point Grids
S40:Row interpolation is entered to the formation thickness data, obtains thickness regular grid, and by thickness regular grid Retained and rejected, at least so that the grid quantity of the thickness regular grid, distribution mode and the revised stratum Top bottom surface regular grid is consistent;
Thickness degrees of data enters row interpolation over the ground, create-rule grid, and Method And Principle is consistent with step S30.Needed during gridding Ensure that number of grid in the x, y direction is consistent with the revised stratum top bottom surface regular grid.In numerical simulation, net Lattice minimum unit typically has limit value, but formation thickness wouldn't be entered by the requirement of minimum grid unit when regular grid is established Row is divided, and the stratum total thickness value in current grid unit coordinates regional, follow-up three-dimensional angle point are deposited in formation thickness grid Divided again when grid is established.Thickness grid is retained and rejected according to stratum top bottom surface border grid unit, Make final number of grid consistent.
About " thickness regular grid " and " stratum top bottom surface regular grid ", using the present invention modeling method when, carry out Stratum modeling needs to ensure that the quantity palpus of the two grid is consistent, coordinate is consistent.This is based on, current scheme interrupting layer is tied up Surely can be in any one progress of two grid, the coordinate of another grid makes corresponding modification, after so bringing Fruit is that the display effect of tomography is relatively simple.In the possible improvement of the present invention tomography may be carried out respectively for two grid Binding, so as to improve the display effect in the three-dimensional model of tomography.And in the elaboration of foregoing embodiments, mainly with to described The process that stratum top bottom surface regular grid carries out tomography binding is illustrated, in optional scheme of the invention, in the step In S30 and S40, in addition to:
Tomography binding is carried out at least one the stratum top bottom surface regular grid and thickness regular grid, while causes institute The quantity of stratum top bottom surface regular grid and thickness regular grid, coordinate, arrangement mode is stated to be consistent;
S5:Depth assignment is carried out to the stratum top bottom surface regular grid using the thickness regular grid, so as to carry out Modeling, obtains three-dimensional Corner-point Grids;
In the most of embodiments of the present invention, the depth assignment in the step S5 is specially:Utilize thickness regular grid In thickness determine the corresponding modeling depth of the three-dimensional Corner-point Grids, and then according to the depth modelling.
Furthermore, it is understood that in optional embodiment of the present invention, in the S5:
If the thickness of grid unit is more than the minimum thickness unit of modeling demand, first by the thickness regular grid edge Thickness direction splits into some cell cubes in units of the minimum thickness unit, then in modeling, in net corresponding to top surface Modeling is formed and the cell cube quantity, some three-dimensional grids of thickness identical under lattice unit or corresponding to bottom surface on grid cell Unit;
If the thickness of grid unit is not more than the minimum thickness unit of modeling demand, in plane angle point corresponding to top surface Modeling forms thickness and minimum thickness list under the grid cell of grid or corresponding to bottom surface on the grid cell of plane Corner-point Grids First identical three-dimensional grid unit.
In optional embodiment of the present invention, in the step S5, in addition to the three dimensional angular after depth assignment Dot grid carries out the process of attribute assignment.The attribute assignment is comprised at least to each grid list in the three-dimensional Corner-point Grids The process of first porosity assignment and permeability assignment.
Specifically, comprise the following steps:
The first step:When formation thickness is more than minimum unit requirement thickness, formation thickness grid unit is marked and thick Degree is split.For example the formation thickness value in certain grid unit is 15m, the minimum unit thickness of modeling demand is 3m, then marks this Unit is thickness split cells, and it is split as into 5 cell cubes in Z-direction, i.e., final three-dimensional formation Corner-point Grids Z-direction can It is of five storeys.
Second step:Based on stratum top bottom surface absolute altitude regular grid, Corner-point Grids assignment is carried out.
1. in the modeling of three-dimensional Corner-point Grids, if the top bottom surface absolute altitude regular grid knot using a certain stratum of COORD arrays Point coordinates, recorded by the row of stratum top bottom surface absolute altitude regular grid;The depth of Corner-point Grids is recorded using ZCORN arrays, The Z coordinate of i.e. all Corner-point Grids units, arranged in the way of the row, column, layer by stratum regular grid;It can be used in addition PROPERTY arrays, the POROSITY arrays class record attribute information of Corner-point Grids unit, porosity value, using PERMX, PERMY, PERMZ array record the permeability in the X, Y, Z direction of grid cell respectively.
2. carrying out assignment to stratum top bottom surface regular grid unit mainly includes 2 parts:The depth of Corner-point Grids unit is assigned Value and attribute assignment.Stratum top bottom surface regular grid unit is traveled through, if formation thickness is not split, by its grid cell ZCORN values are set to the value of the corresponding formation thickness regular grid unit of COORD values therewith;If formation thickness is split, if Using stratum top surface grid, then ZCORN values are done into downwards multiple extension, then upwardly extended if bottom surface, formation is multiple to have phase Unit grid with COORD values stacks.To its attribute assignment, such as porosity, permeability assignment while traveling through grid unit.
S6:Threedimensional model is obtained using the three-dimensional Corner-point Grids.
The present invention is specifically addressed with a concrete practice scheme below in conjunction with Fig. 6 to Figure 10, the block geological structure Simply, seam inclination is small, and seat earth relief intensity is small, average coal seam thickness 3.15m.Use the seat earth absolute altitude in block Data carry out gridding and obtain No. 3 regular grid data of seat earth 100 × 75, and its grid three-dimensional surface can be shown as Fig. 6.
Assuming that grid cell Z-direction minimum value is 5m during numerical simulation, can Xu Dui areas according to coal seam average thickness in research area Coal seam thickness is split in domain, i.e., final three-dimensional Corner-point Grids are Z-direction single layer mesh.It is right according to the step of realizing of the present invention Seat earth grid carries out tomography binding and thickness assignment, obtains Fig. 7.
Fig. 7 Corner-point Grids are carried out with attribute assignment to go forward side by side style of writing reason stick picture disposing, can obtain three-dimensional coal seam mould true to nature Type, as shown in Figure 8.
Fig. 9 and Figure 10 also contrasts the schematic diagram for showing and being modified using block border to grid.
Existing three dimensional contour line method is artificial progress graphic plotting mostly, similar to be drawn using AutoCAD, than Capture function as the line between point and point may need user to be provided by software is connected manually, for the ground of complexity For layer modeling, the workload of this work is very big, and easily malfunctions.In more advanced software, brill can be first imported Hole data, the three-dimensional curved surface (each face can be considered a stratigraphic model) of interpolation generation, by manually making between multiple curved surfaces Fixed rule is overlapped, connected, Boolean calculation, and so as to generate the model of three-dimensional, workload is also very big, error rate It is that comparison is high.The present invention uses what is write in advance primarily directed to the manual operation part in above-mentioned several three-dimensional modelings Code regulation, by the attribute of coordinate, grid, row into threedimensional model, has similar use " stretching " to order automatically on backstage in program operation The meaning of the threedimensional model formed is made, thus should can reduce the intensity of hand labor.Moreover, from manually to automatic Change also necessarily brings whole work-based logic and flow to change, so, those skilled in the art can not possibly be according to artificial work The method of work just can obviously obtain the workflow of the present invention.
In summary, the elevation data of stratum top bottom interface of the present invention first in borehole data, is calculated by interpolation Method generates the regular grid of a certain survey region stratum top bottom surface, meanwhile, entered using the formation thickness data in borehole data Row interpolation, the regional stratum thickness regular grid is generated, keep the consistent of grid quantity;Then according to the boundary coordinate in research area With stratal pinch-outs line number evidence, border file is established, rejects the grid beyond border in grid file;Secondly, according to layer data Tomography binding is carried out to stratum top bottom surface regular grid;It is finally based on two kinds of regular grids and realizes stratum using Corner-point Grids technology Three-dimensional modeling.
Data format of the present invention has advantage.Stratum top bottom surface, formation thickness regular grid are turned to three The data pre-processing of stratum modeling is tieed up, can be carried out by existing interpolation method and software, use the public affairs of ground popular software Data format is opened, existing mature technology can be used, quickly realizes that data prepare;The regularization Grid square of stratum top bottom surface In itself contained the absolute altitude (Z coordinate) and geodetic coordinates (X, Y-coordinate) on stratum, can be with to the three-dimensional geological model of foundation Reach with true stratum carry out corresponding to effect.
The present invention is skillfully constructed using regular grid and the advantage of Corner-point Grids technology, modeling method.
Rule-based grid carries out Corner-point Grids in the present invention, can be carried out, subtracted using computer program rapid batch Few manual intervention, improves modeling efficiency, and the workload of Man Graphics is greatly reduced.

Claims (10)

1. a kind of three dimensional contour line method of rule-based grid and Corner-point Grids technology, it is characterised in that:Including:
S1:For the research area of three dimension strata model to be established, extraction stratigraphic boundary, pinching line coordinates, tomography coordinate and drilling Data;
S2:Stratum top bottom surface elevation data and formation thickness data are obtained according to the borehole data;Respectively enter step S30 and Step S40;
S30:Row interpolation is entered to the stratum top bottom surface elevation data, obtains stratum top bottom surface regular grid;Then stratum is utilized Stratum top bottom surface regular grid is modified described in border and pinch-out boundary coordinate pair;
S40:Row interpolation is entered to the formation thickness data, obtains thickness regular grid;
In the step S30 and S40, in addition to:
Tomography binding is carried out at least one the stratum top bottom surface regular grid and thickness regular grid, while is caused describedly The quantity of layer top bottom surface regular grid and thickness regular grid, coordinate, arrangement mode are consistent;
S5:Depth assignment is carried out to the stratum top bottom surface regular grid using the thickness regular grid, so as to be modeled, Obtain three-dimensional Corner-point Grids;
S6:Threedimensional model is obtained using the three-dimensional Corner-point Grids.
2. the three dimensional contour line method of rule-based grid as claimed in claim 1 and Corner-point Grids technology, its feature exist In:When being modified in the step S30 to the stratum top bottom surface regular grid, the stratum top bottom surface rule lattice are removed In net outside pinch-out boundary coordinate connecting line, and the grid unit disjoint with the pinching line coordinates connecting line.
3. the three dimensional contour line method of rule-based grid as claimed in claim 1 and Corner-point Grids technology, its feature exist In:In the step S30, also tomography is carried out using the revised stratum top bottom surface regular grid of tomography coordinate pair The process of binding;In the step S40, in addition to by the way that thickness regular grid is retained and rejected, at least so that institute Grid quantity, coordinate and the arrangement mode for stating thickness regular grid are consistent with the revised stratum top bottom surface regular grid.
4. the three dimensional contour line method of rule-based grid as claimed in claim 3 and Corner-point Grids technology, its feature exist In:The process of tomography binding includes:
S321:Fault line is obtained according to the tomography coordinate,
S322:Two nearest network computations of end points of detachment layer line are moved to endpoint location;
S323:Judge other network computations of near fault lines and the vertical range of the fault line, selection wherein vertical range Nearest some network computations, by it along being moved to perpendicular to the direction of fault line on the fault line, after forming tomography binding The stratum top bottom surface regular grid.
5. the three dimensional contour line method of rule-based grid as claimed in claim 4 and Corner-point Grids technology, its feature exist In:The step S323 further comprises:According to the linear equation of fault line, the grid that tomography is passed through linearly is searched for Unit, then each node of these grid units and fault line are carried out to the judgement of vertical range one by one, then, selection vertically away from From some nodes of minimum, for wherein each node, the vertical line of the fault line of the node was utilized in the fault line The coordinate of intersection point point replace the former coordinate of the node, the coordinate for completing all some nodes is replaced, after processing, is completed tomography and is tied up It is fixed.
6. the three dimensional contour line method of rule-based grid as claimed in claim 1 and Corner-point Grids technology, its feature exist In:Depth assignment in the step S5 is specially:The three-dimensional Corner-point Grids are determined using the thickness in thickness regular grid Corresponding modeling depth, and then according to the depth modelling.
7. the three dimensional contour line method of the rule-based grid and Corner-point Grids technology as described in claim 1 or 6, its feature It is:In the S5:
If the thickness of grid unit is more than the minimum thickness unit of modeling demand, first by the thickness regular grid along thickness Direction splits into some cell cubes in units of the minimum thickness unit, then in modeling, in grid list corresponding to top surface Modeling is formed and the cell cube quantity, some three-dimensional grid lists of thickness identical under member or corresponding to bottom surface on grid cell Member.
8. the three dimensional contour line method of rule-based grid as claimed in claim 7 and Corner-point Grids technology, its feature exist In:In the S5:
If the thickness of grid unit is not more than the minimum thickness unit of modeling demand, in plane Corner-point Grids corresponding to top surface Grid cell under or bottom surface corresponding to plane Corner-point Grids grid cell on modeling form thickness and minimum thickness unit phase Same three-dimensional grid unit.
9. the three dimensional contour line method of rule-based grid as claimed in claim 1 and Corner-point Grids technology, its feature exist In:In the step S6, in addition to the three-dimensional Corner-point Grids after depth assignment are carried out with the process of attribute assignment.
10. the three dimensional contour line method of rule-based grid as claimed in claim 9 and Corner-point Grids technology, its feature exist In:The attribute assignment comprises at least to be assigned to each the grid cell porosity assignment and permeability in the three-dimensional Corner-point Grids The process of value.
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