Mine worked-out section deflection and stability assessment method based on gravity anomaly
Technical field
The invention belongs to mining engineering and technology field, is deformed more particularly, to a kind of mine worked-out section based on gravity anomaly
Amount and stability assessment method.
Background technology
Mine worked-out section is a series of underground interlayer hole region for referring to that underground mineral is left after man-made recoveries.
Natural rock mass is in natural original stress equilibrium state originally, but because the exploitation in mine, exploitation work will necessarily be in rock mass
The miscellaneous space of inner excavation, such as tunnel, stope, so necessarily destroy mining area subsurface rock layer stress equilibrium and
Produce secondary stress-strain effect.Just because of this secondary stress-strain effect so that the country rock of mine worked-out section
Body structure is deformed, or even stress equilibrium structural damage, movement, and until region, Lithospheric Structure stress equilibrium is adjusted to new
Balance untill.
The State-owned mining enterprise of eighties of last century, due to the limitation of mining technique and equipment, largely using open-stope method, avalanche
The mining methods such as method, shrinkage method, although recovery process passes through regular design, goaf all information, because completing filling
Goaf cost is higher, and many mines also fail in time all goafs be completed to fill, and have more than 40% goaf still
Each mine is retained in, the exploitation of more leisure opinion Mineral Resources in China was also subject to the serious stage out of control, and the people adopt, wildness of mining massively,
Grow thickly mine worked-out section.The emphasis colliery in China, average excavation collapse area account for the 1/10 of mining area area containing coal.At present, according to
Incomplete statistics, in more than 20 individual province of China, autonomous region, large-scale goaf geological disaster more than 200 occurs altogether, it is accumulative to collapse
Fall into area more than 700,000 hectares, caused by direct economic loss be even more exceeded 50,000,000,000 yuan.As can be seen that due to goaf
Buckling deformation and the social harm of Mine Geological Disasters that triggers is very big, the lighter causes the local stopping production of production, and severe one causes
Casualties and huge economic losses, seriously affect country, the assets and people's property safety in area.
In addition, the problem of mine worked-out section stability is one extremely complex, it not only with exploitation ore body it is buried, incline
Angle, thickness, the lithology of overlying rock, occurrence status, thickness, physico-mechanical properties, geological structure, site topography landforms, water, text
The geological mining condition such as geological conditions and coal mining area, roof controlling method, the exploitation frequency, extraction technique is relevant, and
It is and also close related to the type, size, position of upper load etc..
The deformation measurement on outer mine worked-out section mainly has with stability assessment analysis method at present:
Firstth, Method for Numerical:Mine worked-out section numerical simulation can use boundary element method, Finite Element, limited
Calculus of finite differences and discrete element method etc..Wherein, finite element method is adapted to widest in area, and development is more ripe.
Secondth, analytic method:Analytic method is that mine worked-out section chamber is simplified, and establishes corresponding geological model, then press
A preferable mathematics physics model is abstracted as according to certain principle or assumed condition, is then asked according to numerical method
Solution.
3rd, prediction method:Prediction method mainly by calculate mine worked-out section top plate bearing capacity, residual cavity stability,
Remaining earth's surface deflection and destruction of surface scope are carried out.Coal Mining Subsidence estimated theoretical and method are more, extensive in China
The probability integration process used,
4th, half prediction semi analytical method:This method is the combination of predicted method and analytic method, as B.Dzezi l professors exist
Fouier two-dimensional integrations are introduced in Bduryky-noteh theoretical foundations and convert the method to be formed.The major defect of current method
It is:These researchs are all built upon on specific experiment basis, and research method relies on mainly conventional with research conclusion
Experience, and the emphasis of these methods is generally the evaluation in terms of geological disaster caused by the deformation of mine worked-out section,
It has ignored to mine worked-out section from mining phase to the observation for the structural strain's process, changing rule for adopting rear vacant deformation stage.
Nowadays the method for not occurring also that the stability of mine worked-out section can be assessed, it is impossible to fully and effectively right
The deformation of mine worked-out section is detected, while the stability of mine worked-out section is evaluated, and it is mined out to embody mine
The changing rule and feature in area.As shown in the above, using traditional deformation monitoring method, lacked due to itself can not be evaded
Fall into so that the monitoring of the deflection of mine worked-out section has deviateed with Practical Project, so as to cause the deflection in minery and stably
Property assess in error, it is impossible to meet minery engineering accuracy demand.
The content of the invention
In view of the above-mentioned deficiencies in the prior art, the technical problem to be solved by the present invention is that providing one kind is based on gravity
Abnormal mine worked-out section deflection and stability assessment method, its method and step is simple, reasonable in design and cost is low, uses behaviour
To make easy, the deflection in mining area can be monitored exactly using gravity anomaly, monitoring result is accurate, and according to adopting
The deflection in mining area is assessed the stability in mining area, and obtains the steady-state deformation amount in mining area, practicality
By force.
In order to solve the above technical problems, the technical solution adopted by the present invention is:A kind of mine based on gravity anomaly is mined out
Area's deflection and stability assessment method, it is characterised in that this method comprises the following steps:
Step 1: the arrangement of absolute gravimeter observation station and the erection of absolute gravimeter:First in rectangle mine worked-out section
Study in place, multiple absolute gravimeter observation stations are arranged at intervals along the length direction of mine worked-out section ground surface;Wherein, it is multiple
The absolute gravimeter observation station is denoted as absolute gravity observation point A respectively1, absolute gravity observation point A2..., absolute gravity observation
Point An, n is the quantity of absolute gravity observation point, and the mine worked-out section ground surface is rectangle mine worked-out section plane ABCD;
Then, respectively in the absolute gravity observation point A1, absolute gravity observation point A2..., absolute gravity observation point An
Place sets up absolute gravimeter;
Step 2: the acquisition of absolute gravity observation value:Multiple absolute gravimeters are according to the sampling time set in advance
The absolute gravity observation value of multiple absolute gravity observation points in step 1 is detected, and it is multiple absolute by what is detected
Observed gravimetric data transmits to data processor, data processor and obtains the exhausted of each multiple absolute gravimeter observation stations of sampling instant
To observed gravimetric data;
Step 3: establish rectangular coordinate system in space:With the plane of rectangle mine worked-out section described in step 1 ABCD summit A
For origin of coordinates O, the straight line for crossing rectangle mine worked-out section plane ABCD long side AB is Y-axis, crosses rectangle mine worked-out section plane
ABCD broadside AD straight line is X-axis, crosses rectangle mine worked-out section plane ABCD summit A and perpendicular to rectangle mine worked-out section
The straight line of plane is Z axis where plane ABCD;Wherein, the summit C of the rectangle mine worked-out section plane ABCD be located at by X-axis and
In the first quartile for the plane right-angle coordinate XOY that Y-axis is formed;
Step 4: the center-of-mass coordinate of mine worked-out section country rock spheroid calculates:The data processor is first according to the sampling time
Multiple absolute gravity observation values that order is gathered to each sampling instant obtained in step 2 afterwards are respectively processed, and are obtained
The center-of-mass coordinate of mine worked-out section country rock spheroid, and the processing of the multiple absolute gravity observation values gathered to each sampling instant
Method all same, wherein, the mine worked-out section country rock spheroid is the least radius ball of country rock body residing for rectangle mine worked-out section
Body, the multiple absolute gravity observation values gathered to the sampling instant of any of step 2 are handled, and process is as follows:
The Mass Calculation of step 401, mine worked-out section country rock spheroid:Using the data processor according to formulaThe mass M of mine worked-out section country rock spheroid is obtained, wherein, G is universal gravitational constant, and Δ g is
Absolute gravity observation value;
Step 402, mine worked-out section country rock spheroid barycenter setting coordinate:Using what is connected with the data processor
Parameter input module is by the coordinate P (x of the barycenter of mine worked-out section country rock spheroidi,yi,zi) abscissa xi, ordinate yiWith it is perpendicular
Coordinate ziInput in the data processor;Wherein, abscissa xi>0, ordinate yi>0, ordinate zi>0;
Step 403, mine worked-out section country rock spheroid barycenter mapping:Using the data processor according to formulaWithBy the matter of mine worked-out section country rock spheroid
Coordinate P (the x of the hearti,yi,zi) be mapped in the first quartile for the plane right-angle coordinate XOY being made up of X-axis and Y-axis, thrown
Shadow point P ' (xi′,yi'), then obtain mine worked-out section country rock spheroid barycenter coordinate P (xi,yi,zi) abscissa xiWith vertical seat
Mark yi;Wherein, xi=xi', yi=yi′;
Step 404, mine worked-out section country rock spheroid gravitation line drafting:Using the data processor in step 2
The multiple absolute gravity observation values obtained are respectively processed, and obtain a plurality of gravitation line of mine worked-out section country rock spheroid, then more
The intersection point of gravitation line described in bar is the barycenter of mine worked-out section country rock spheroid, and obtain the barycenter of mine worked-out section country rock spheroid
Coordinate, wherein, handled to obtain multiple gravitation lines of mine worked-out section country rock spheroid for multiple absolute gravity observation values
Method all same, then any one absolute gravity observation value is handled to obtain the gravitation line of mine worked-out section country rock spheroid, had
Body comprises the following steps:
Step 4041, using the data processor and according to formulaObtain normal gravity corresponding to absolute gravity observation point
Value γ0, wherein,Represent the latitude residing for absolute gravity observation point;
Step 4042, using the data processor and according to formulaAnd lead to
Cross normal gravity γ corresponding to absolute gravity observation point described in the parameter input module input step 40410, obtain ore deposit
Angle theta between projection and Z axis of the gravitation line of mountain goaf country rock spheroid on plane right-angle coordinate XOZxoz,z, wherein, r
Represent any point Q (x on the surface of mine worked-out section country rock spheroid*, y*, z*) arrive absolute gravity observation point space length, A
Represent any point Q (x on the surface of mine worked-out section country rock spheroid*, y*, z*) relative to the azimuth of absolute gravity observation point;
Step 4043, using the data processor and according to formulaAnd lead to
Cross normal gravity γ corresponding to absolute gravity observation point described in the parameter input module input step 40410, obtain ore deposit
Angle theta between projection and Z axis of the gravitation line of mountain goaf country rock spheroid on plane right-angle coordinate YOZyoz,z;
Step 4044, the drawing the mine worked-out section country rock spheroid obtained in step 4042 using the parameter input module
Angle theta between projection and Z axis of the line of force on plane right-angle coordinate XOZxoz,zIt is mined out with the mine that is obtained in step 4043
Angle theta between projection and Z axis of the gravitation line of area's country rock spheroid on plane right-angle coordinate YOZyoz,zInput the data
In processor, then gravitation line drafting module called using data processor, draw out the gravitation line of mine worked-out section country rock spheroid;
Step 4045, step 4041 is repeated several times to step 4045, obtains a plurality of gravitation of mine worked-out section country rock spheroid
Line, then the intersection of a plurality of gravitation line is the barycenter of mine worked-out section country rock spheroid;
Step 405, determine mine worked-out section country rock spheroid barycenter coordinate P (xi,yi,zi) ordinate:Using described
Data processor then obtains mine worked-out section country rock ball according to the barycenter of the mine worked-out section country rock spheroid obtained in step 4045
Coordinate P (the x of the barycenter of bodyi,yi,zi) ordinate zi;
Step 406, step 401 is repeated several times to step 405, completes the multiple definitely weights gathered to each sampling time
Power observation is handled, and obtains the coordinate of the barycenter of the mine worked-out section country rock spheroid in each sampling time, and described in use
Data processor is arranged according to time order and function order the coordinate of the barycenter of mine worked-out section country rock spheroid, and is denoted as respectively
P(x1,y1,z1)、P(x2,y2,z2)、P(x3,y3,z3)、...、P(xn,yn,zn);Wherein, n represents absolute gravimeter sampled point
Sum;
Step 5: the drafting of the barycenter change curve of mine worked-out section country rock spheroid and the acquisition of steady-state deformation amount:Using
The data processor calls Drawing of Curve module, draws the barycenter change curve of mine worked-out section country rock spheroid, and according to institute
The barycenter change curve for stating mine worked-out section country rock spheroid obtains the deflection in mining area.
The above-mentioned mine worked-out section deflection and stability assessment method based on gravity anomaly, it is characterised in that:Step
The barycenter change curve of mine worked-out section country rock spheroid is drawn in five, and is become according to the barycenter of the mine worked-out section country rock spheroid
Change the deflection in curve acquisition mining area, comprise the following steps:
Step 501, using the data processor call Drawing of Curve module, draw out mine worked-out section country rock ball respectively
The abscissa x of the barycenter of bodyiOver time t change curve, mine worked-out section country rock spheroid barycenter ordinate yiWith when
Between t change curve and mine worked-out section country rock spheroid barycenter ordinate ziThe curve of t changes over time, obtains mine
The ordinate change curve of the abscissa change curve of the barycenter of goaf country rock spheroid, the barycenter of mine worked-out section country rock spheroid
With the ordinate change curve of the barycenter of mine worked-out section country rock spheroid;
Step 502, using the data processor respectively to the matter of the mine worked-out section country rock spheroid obtained in step 501
The ordinate change curve and mine worked-out section country rock ball of the abscissa change curve of the heart, the barycenter of mine worked-out section country rock spheroid
The ordinate change curve of the barycenter of body is judged, when the abscissa rate of change of two neighboring sampling instant is less than or equal to horizontal seat
During mark change setting value, illustrate that the variable quantity of the abscissa of the barycenter of mine worked-out section country rock spheroid has been stablized, and by adjacent two
The abscissa value of later moment in time is recorded as mine worked-out section country rock spheroid after the steady-state deformation of mine worked-out section in individual sampling instant
The abscissa of barycenter;
When the ordinate rate of change of two neighboring sampling instant is less than or equal to ordinate change setting value, illustrate that mine is adopted
The variable quantity of the ordinate of the barycenter of dead zone country rock spheroid has been stablized, and by the vertical seat of later moment in time in two neighboring sampling instant
Scale value is recorded as the ordinate of the barycenter of mine worked-out section country rock spheroid after the steady-state deformation of mine worked-out section;
When the ordinate rate of change of two neighboring sampling instant is less than or equal to ordinate change setting value, illustrate that mine is mined out
The variable quantity of the ordinate of the barycenter of area's country rock spheroid has been stablized, and by the ordinate of later moment in time in two neighboring sampling instant
Value is recorded as the ordinate of the barycenter of mine worked-out section country rock spheroid after the steady-state deformation of mine worked-out section;
It is step 503, respectively that mine after mine worked-out section steady-state deformation in step 502 is mined out using the data processor
The abscissa x of the abscissa of the barycenter of area's country rock spheroid and the barycenter of mine worked-out section country rock spheroid1, mine worked-out section is stable becomes
The ordinate y of the ordinate of the barycenter of mine worked-out section country rock spheroid and the barycenter of mine worked-out section country rock spheroid after shape1And ore deposit
The barycenter of the ordinate of the barycenter of mine worked-out section country rock spheroid and mine worked-out section country rock spheroid after the steady-state deformation of mountain goaf
Ordinate z1Mathematic interpolation is carried out, obtains stabilization of the barycenter in X-direction, Y-direction and Z-direction of mine worked-out section country rock spheroid
Deflection.
The above-mentioned mine worked-out section deflection and stability assessment method based on gravity anomaly, it is characterised in that:Step
The span in sampling time set in advance described in two is 12h~24h.
The above-mentioned mine worked-out section deflection and stability assessment method based on gravity anomaly, it is characterised in that:It is described
Data processor is computer.
The above-mentioned mine worked-out section deflection and stability assessment method based on gravity anomaly, it is characterised in that:Step
The level interval of two neighboring absolute gravimeter observation station is 0.2km~1km in one.
The above-mentioned mine worked-out section deflection and stability assessment method based on gravity anomaly, it is characterised in that:Step
The value model of the change of abscissa described in 502 setting value, ordinate change setting value and ordinate change setting value
Enclose is 1%~5%.
The present invention has advantages below compared with prior art:
1st, the inventive method step is simple and realizes conveniently, and monitoring efficiency and the degree of accuracy are high, and using effect is good.
2nd, deformation quantity measuring method of the invention is easy, fast and accurately, passes through the length in mine worked-out section ground surface
Direction is arranged at intervals multiple absolute gravimeter observation stations, and the absolute gravity observation value of the multiple gravimetric observations in mining area point is entered
Row detection, by handling multiple absolute gravity observation values, obtains the center-of-mass coordinate of mine worked-out section country rock spheroid, passes through
Monitor the change of the center-of-mass coordinate of mine worked-out section country rock spheroid and obtain the detection of the deflection in mining area, so as to realize
The continuous monitoring of mine worked-out section malformation amount.
3rd, when multiple absolute gravity observation values that the present invention is gathered to any one sampling instant are handled, use first
Data processor utilizes absolute gravity observation value, the quality of mine worked-out section country rock spheroid is obtained, then using data processor
The abscissa and ordinate of mine worked-out section country rock spheroid are obtained, mine worked-out section country rock ball is then obtained using data processor
The a plurality of gravitation line of body, then the intersection point of a plurality of gravitation line is the barycenter of mine worked-out section country rock spheroid;Finally use data processing
Device obtains the ordinate of the barycenter of mine worked-out section country rock spheroid, passes through the multiple absolute gravities gathered to each sampling time
Observation is handled, and is obtained the center-of-mass coordinate of the mine worked-out section country rock spheroid in each sampling time, is obtained mine worked-out section
The barycenter change curve of country rock spheroid, the detection of the mine worked-out section deflection based on gravity anomaly is realized, and according to mine
Goaf deflection carries out the assessment of stability, and the monitoring of mine worked-out section deflection and stability assessment are in mine worked-out section
Research is carried out in place, so can be detected in real time to the deflection in mining area exactly, monitoring result is accurate.
4th, the present invention is mined out on pertaining only to mine to the appraisal procedure of mine worked-out section TERM DEFORMATION state and stability
The absolute gravity observation of area's ground surface and the center-of-mass coordinate of mine worked-out section country rock body, pass through the matter of mine worked-out section country rock spheroid
Heart coordinate changes with time, fluctuation tendency is exactly mine worked-out section deforms the integrative feedback of process with the time, enters
And eliminate a series of physical during mining, geometry influence factor on goaf may caused by influence, Jin Erji
The earth simplifies former problematic complexity.
5th, the present invention is seen by absolute gravimeter according to the sampling time set in advance to the absolute gravity of gravity observation station
The long-term Continuous Observation of measured value, so as to obtain the barycenter change curve of mine worked-out section country rock spheroid, and enclosed according to mine worked-out section
The barycenter change curve of orbicule body judges the steady-state deformation amount of mine worked-out section, realize to the deformation of mine worked-out section and
The dynamic evaluation of stability, and the stability in mining area is assessed according to the deflection in minery, and obtain mine
The steady-state deformation amount in minery, it is practical.
In summary, the inventive method step is simple, reasonable in design and cost is low, and use is easy to operate, different using gravity
Often the deflection in mining area can be monitored exactly, monitoring result is accurate, and according to the deflection in minery to ore deposit
The stability in mountain minery is assessed, and obtains the steady-state deformation amount in mining area, practical.
Below by drawings and examples, technical scheme is described in further detail.
Brief description of the drawings
Fig. 1 is the method flow block diagram of the present invention.
Fig. 2 is the schematic block circuit diagram of the present invention.
Fig. 3 is the rectangular coordinate system in space schematic diagram that the present invention establishes.
Fig. 4 is the barycenter schematic diagram of country rock spheroid in mine worked-out section of the present invention.
Description of reference numerals:
1-gravitation line;2-rectangle mine worked-out section;
3-mine worked-out section country rock spheroid;The barycenter of 4-mine worked-out section country rock spheroid;
5-absolute gravimeter, 6-data processor;
7-parameter input module.
Embodiment
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, a kind of mine worked-out section deflection based on gravity anomaly of the present invention and stably
Property appraisal procedure, this method comprise the following steps:
Step 1: the arrangement of absolute gravimeter observation station and the erection of absolute gravimeter:First in rectangle mine worked-out section 2
Study in place, multiple absolute gravimeter observation stations are arranged at intervals along the length direction of mine worked-out section ground surface;Wherein, it is multiple
The absolute gravimeter observation station is denoted as absolute gravity observation point A respectively1, absolute gravity observation point A2..., absolute gravity observation
Point An, n is the quantity of absolute gravity observation point, and the mine worked-out section ground surface is rectangle mine worked-out section plane ABCD;
Then, respectively in the absolute gravity observation point A1, absolute gravity observation point A2..., absolute gravity observation point An
Place sets up absolute gravimeter 5;
Step 2: the acquisition of absolute gravity observation value:Multiple absolute gravimeters 5 are according to the sampling time set in advance
The absolute gravity observation value of multiple absolute gravity observation points in step 1 is detected, and it is multiple absolute by what is detected
Observed gravimetric data is transmitted to data processor 6, and data processor 6 obtains the multiple absolute gravimeter observation stations of each sampling instant
Absolute gravity observation value;
Step 3: establish rectangular coordinate system in space:With the plane of rectangle mine worked-out section described in step 1 ABCD summit A
For origin of coordinates O, the straight line for crossing rectangle mine worked-out section plane ABCD long side AB is Y-axis, crosses rectangle mine worked-out section plane
ABCD broadside AD straight line is X-axis, crosses rectangle mine worked-out section plane ABCD summit A and perpendicular to rectangle mine worked-out section
The straight line of plane is Z axis where plane ABCD;Wherein, the summit C of the rectangle mine worked-out section plane ABCD be located at by X-axis and
In the first quartile for the plane right-angle coordinate XOY that Y-axis is formed;
Step 4: the center-of-mass coordinate of mine worked-out section country rock spheroid calculates:The data processor 6 is first according to the sampling time
Multiple absolute gravity observation values that order is gathered to each sampling instant obtained in step 2 afterwards are respectively processed, and are obtained
The coordinate of barycenter 4 of mine worked-out section country rock spheroid, and the place of the multiple absolute gravity observation values gathered to each sampling instant
Reason method all same, wherein, the mine worked-out section country rock spheroid 3 is the most smaller part of country rock body residing for rectangle mine worked-out section 2
Footpath spheroid, the multiple absolute gravity observation values gathered to the sampling instant of any of step 2 are handled, and process is as follows:
The Mass Calculation of step 401, mine worked-out section country rock spheroid:Using the data processor 6 according to formulaThe mass M of mine worked-out section country rock spheroid 3 is obtained, wherein, G is universal gravitational constant, Δ g
For absolute gravity observation value;
Step 402, mine worked-out section country rock spheroid barycenter setting coordinate:Connect using with the data processor 6
Parameter input module 7 by the coordinate P (x of the barycenter 4 of mine worked-out section country rock spheroidi,yi,zi) abscissa xi, ordinate yi
With ordinate ziInput in the data processor 6;Wherein, abscissa xi>0, ordinate yi>0, ordinate zi>0;
Step 403, mine worked-out section country rock spheroid barycenter mapping:Using the data processor 6 according to formulaWithBy the matter of mine worked-out section country rock spheroid
Coordinate P (the x of the heart 4i,yi,zi) be mapped in the first quartile for the plane right-angle coordinate XOY being made up of X-axis and Y-axis, thrown
Shadow point P ' (xi′,yi'), then obtain mine worked-out section country rock spheroid barycenter 4 coordinate P (xi,yi,zi) abscissa xiWith it is vertical
Coordinate yi;Wherein, xi=xi', yi=yi′;
Step 404, mine worked-out section country rock spheroid gravitation line drafting:Using the data processor 6 to step 2
Multiple absolute gravity observation values of middle acquisition are respectively processed, and obtain a plurality of gravitation line 1 of mine worked-out section country rock spheroid 3,
Then the intersection point of a plurality of gravitation line 1 is the barycenter 4 of mine worked-out section country rock spheroid, and obtains mine worked-out section country rock spheroid
The coordinate of barycenter 4, wherein, handled to obtain the multiple of mine worked-out section country rock spheroid 3 for multiple absolute gravity observation values
The method all same of gravitation line 1, then any one absolute gravity observation value is handled to obtain mine worked-out section country rock spheroid 3
Gravitation line 1, specifically includes following steps:
Step 4041, using the data processor 6 and according to formulaObtain normal gravity corresponding to absolute gravity observation point
Value γ0, wherein,Represent the latitude residing for absolute gravity observation point;
Step 4042, using the data processor 6 and according to formulaAnd lead to
Cross normal gravity γ corresponding to absolute gravity observation point described in the input step 4041 of parameter input module 70, obtain ore deposit
Angle theta between projection and Z axis of the gravitation line 1 of mountain goaf country rock spheroid 3 on plane right-angle coordinate XOZxoz,z, its
In, r represents any point Q (x on the surface of mine worked-out section country rock spheroid 3*, y*, z*) to absolute gravity observation point space away from
From A represents any point Q (x on the surface of mine worked-out section country rock spheroid 3*, y*, z*) relative to the side of absolute gravity observation point
Parallactic angle;
Step 4043, using the data processor 6 and according to formulaAnd lead to
Cross normal gravity γ corresponding to absolute gravity observation point described in the input step 4041 of parameter input module 70, obtain ore deposit
Angle theta between projection and Z axis of the gravitation line 1 of mountain goaf country rock spheroid 3 on plane right-angle coordinate YOZyoz,z;
Step 4044, using the parameter input module 7 by the mine worked-out section country rock spheroid 3 obtained in step 4042
Angle theta between projection and Z axis of the gravitation line 1 on plane right-angle coordinate XOZxoz,zAdopted with the mine obtained in step 4043
Angle theta between projection and Z axis of the gravitation line 1 of dead zone country rock spheroid 3 on plane right-angle coordinate YOZyoz,zDescribed in input
In data processor 6, then using the calling gravitation line drafting module of data processor 6, draw out mine worked-out section country rock spheroid 3
Gravitation line 1;
Step 4045, step 4041 is repeated several times to step 4045, obtains a plurality of gravitation of mine worked-out section country rock spheroid 3
Line 1, then the intersection of a plurality of gravitation line 1 is the barycenter 4 of mine worked-out section country rock spheroid;
Step 405, determine mine worked-out section country rock spheroid barycenter 4 coordinate P (xi,yi,zi) ordinate:Using institute
Barycenter 4 of the data processor 6 according to the mine worked-out section country rock spheroid obtained in step 4045 is stated, then must be enclosed to mine worked-out section
Coordinate P (the x of the barycenter 4 of orbicule bodyi,yi,zi) ordinate zi;
Step 406, step 401 is repeated several times to step 405, completes the multiple definitely weights gathered to each sampling time
Power observation is handled, and obtains the coordinate of the barycenter 4 of the mine worked-out section country rock spheroid in each sampling time, and described in use
Data processor 6 is arranged according to time order and function order the coordinate of the barycenter 4 of mine worked-out section country rock spheroid, and is remembered respectively
Make P (x1,y1,z1)、P(x2,y2,z2)、P(x3,y3,z3)、...、P(xn,yn,zn);Wherein, n represents the sampled point of absolute gravimeter 5
Sum;
Step 5: the drafting of the barycenter change curve of mine worked-out section country rock spheroid and the acquisition of steady-state deformation amount:Using
The data processor calls Drawing of Curve module, draws the barycenter change curve of mine worked-out section country rock spheroid, and according to institute
The barycenter change curve for stating mine worked-out section country rock spheroid obtains the deflection in mining area.
In the present embodiment, the barycenter change curve of mine worked-out section country rock spheroid is drawn in step 5, and according to the ore deposit
The barycenter change curve of mountain goaf country rock spheroid obtains the deflection in mining area, comprises the following steps:
Step 501, using the data processor 6 call Drawing of Curve module, draw out mine worked-out section country rock respectively
The abscissa x of the barycenter 4 of spheroidiOver time t change curve, mine worked-out section country rock spheroid barycenter 4 ordinate yiWith
The ordinate z of the curve of time t changes and the barycenter 4 of mine worked-out section country rock spheroidiThe curve of t changes over time, is obtained
Take the abscissa change curve of the barycenter 4 of mine worked-out section country rock spheroid, mine worked-out section country rock spheroid barycenter 4 ordinate
The ordinate change curve of the barycenter 4 of change curve and mine worked-out section country rock spheroid;
Step 502, using the data processor 6 respectively to the mine worked-out section country rock spheroid that is obtained in step 501
The abscissa change curve of barycenter 4, the ordinate change curve of the barycenter 4 of mine worked-out section country rock spheroid and mine worked-out section are enclosed
The ordinate change curve of the barycenter 4 of orbicule body judged, when the abscissa rate of change of two neighboring sampling instant is less than etc.
When abscissa changes setting value, illustrate that the variable quantity of the abscissa of the barycenter 4 of mine worked-out section country rock spheroid has been stablized, and will
The abscissa value of later moment in time is recorded as mine worked-out section country rock after the steady-state deformation of mine worked-out section in two neighboring sampling instant
The abscissa of the barycenter 4 of spheroid;
When the ordinate rate of change of two neighboring sampling instant is less than or equal to ordinate change setting value, illustrate that mine is adopted
The variable quantity of the ordinate of the barycenter 4 of dead zone country rock spheroid has been stablized, and by two neighboring sampling instant later moment in time it is vertical
Coordinate value is recorded as the ordinate of the barycenter 4 of mine worked-out section country rock spheroid after the steady-state deformation of mine worked-out section;
When the ordinate rate of change of two neighboring sampling instant is less than or equal to ordinate change setting value, illustrate that mine is mined out
The variable quantity of the ordinate of the barycenter 4 of area's country rock spheroid has been stablized, and by the perpendicular seat of later moment in time in two neighboring sampling instant
Scale value is recorded as the ordinate of the barycenter 4 of mine worked-out section country rock spheroid after the steady-state deformation of mine worked-out section;
Step 503, using the data processor 6 mine after mine worked-out section steady-state deformation in step 502 is adopted respectively
The abscissa x of the abscissa of the barycenter 4 of dead zone country rock spheroid and the barycenter 4 of mine worked-out section country rock spheroid1, mine worked-out section it is steady
The ordinate of the ordinate and the barycenter 4 of mine worked-out section country rock spheroid of the barycenter 4 of mine worked-out section country rock spheroid after fixed deformation
y1With the ordinate of the barycenter 4 of mine worked-out section country rock spheroid after the steady-state deformation of mine worked-out section and mine worked-out section country rock spheroid
Barycenter 4 ordinate z1Mathematic interpolation is carried out, obtains the barycenter 4 of mine worked-out section country rock spheroid in X-direction, Y-direction and Z side
To steady-state deformation amount.
In the present embodiment, the span in sampling time set in advance described in step 2 is 12h~24h.
In the present embodiment, the data processor 6 is computer.
In the present embodiment, the level interval of two neighboring absolute gravimeter observation station is 0.2km~1km in step 1.
In the present embodiment, abscissa described in step 502 changes setting value, the ordinate changes setting value and described perpendicular
The span of changes in coordinates setting value is 1%~5%.
In the present embodiment, considered according to detection demand and financial cost, three definitely weights are set in actual mine worked-out section
Power instrument observation station, absolute gravity observation point A is denoted as respectively1, absolute gravity observation point A2With absolute gravity observation point A3, actually make
During, the absolute gravimeter observation station of other quantity can be set according to mine worked-out section detection demand, meet detection demand
.
As shown in figure 4, in the present embodiment, three according to acquired in the three of setting absolute gravimeter observation stations are definitely heavy
Power observation is respectively processed, and obtains three gravitation lines 1 of mine worked-out section country rock spheroid 3, then three gravitation lines 1
Intersection point is the barycenter 4 of mine worked-out section country rock spheroid.
In the present embodiment, changed with time by the coordinate of the barycenter 4 of mine worked-out section country rock spheroid, fluctuation tendency just
Be mine worked-out section deforms the integrative feedback of process with the time, and then eliminates a series of during mining
Physics, the influence caused by goaf is possible of geometry influence factor, and then greatly simplifie former problematic complexity.
As shown in the above, the inventive method step is simple, reasonable in design and cost is low, and use is easy to operate, utilizes
Gravity anomaly can be monitored to the deflection in mining area exactly, and monitoring result is accurate, and according to the deformation in minery
Measure and the stability in mining area is assessed, and obtain the steady-state deformation amount in mining area, it is practical.
It is described above, only it is presently preferred embodiments of the present invention, not the present invention is imposed any restrictions, it is every according to the present invention
Any simple modification, change and the equivalent structure change that technical spirit is made to above example, still fall within skill of the present invention
In the protection domain of art scheme.