CN108104876A - Water damage real-time graded method for early warning and system based on mine electric method monitoring - Google Patents
Water damage real-time graded method for early warning and system based on mine electric method monitoring Download PDFInfo
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- CN108104876A CN108104876A CN201711265780.2A CN201711265780A CN108104876A CN 108104876 A CN108104876 A CN 108104876A CN 201711265780 A CN201711265780 A CN 201711265780A CN 108104876 A CN108104876 A CN 108104876A
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 50
- 238000000034 method Methods 0.000 title claims description 54
- 239000003245 coal Substances 0.000 claims abstract description 14
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
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Abstract
The present invention carries out monitoring data using 3 D resistivity inverting automatic, processing in real time, the real-time change situation of coal measure strata resistivity according to obtained by inverting, automatically classification judgement is carried out to water gush face risk, automatically grading forewarning system information, is sent in real time, realize the automation and intelligence of working face water damage early warning, control the developmental state of stope conduit pipe in real time convenient for monitoring personnel, gushing water hidden danger is investigated in time, sound assurance is provided for the life security of miner and the property safety of ore deposit side.
Description
Technical field
The present invention relates to a kind of water damage real time early warning method and systems, belong to pit mining technical field, are specifically related to
A kind of water damage real-time graded method for early warning and system based on mine electric method monitoring.
Background technology
Working face water damage often by containing, water guide geological structure induce.Contain, water guide geological structure will not draw in a static condition
Water inrush accident is sent out, but under the influence of mining work activities, since crustal stress distribution changes, the structural fracture of rock is caused to expand
Or new rupture occurs, contain, water guide geological structure can further develop conduit pipe between coal seam and water-bearing layer, so as to lead
Cause the generation of working face water damage.Contain, water guide geological structure for coal measure strata with respect to low-resistance is normally behaved as, mine electric can be used
Method is detected.
Mine electric method detects identification abnormal area according to the electrical property difference between anomalous geologic body and country rock, with other physical prospectings
Method is compared, and has unique advantage when detection shows the containing of low-resistance characteristic, permeable structure.Contain, the development of water guide geological structure
During conduit pipe, the scope of low resistance region can gradually change, and therefore, can be answered during working face extraction
The growth course of conduit pipe is monitored with mine electric method, reference frame is provided for the prediction of analysis of possibility of water inrush.
However, mine electric method monitoring materials can only intuitively reflect the electrical situation of change of coal measure strata, how according to electricity
Property situation of change judge that the developmental state of conduit pipe then needs the experience by data interpretation personnel to go to judge.Artificial experience is sentenced
It is disconnected to have certain hysteresis quality in time, it, can not be right sometimes as electrically changing the faint generation that causes to fail to judge or judge by accident
Water gush face risk carries out timely and effectively early warning.At present, the mostly high artesian faced during working face extraction, water guide
Once being formed, the generation of water damage is all extremely swift and violent passage, the serious threat life security of miner and the property safety of ore deposit side, because
This, the working face water damage based on mine electric method monitoring is automatic, in real time, the realization of grading forewarning system method very it is necessary to.
The content of the invention
The present invention mainly solves water damage early warning present in the prior art there are hysteresis quality, and electrically changing faint causes to leak
The generation sentenced or judged by accident, can not to water gush face risk carry out timely and effective early warning the technical issues of, provide one kind and be based on
The working face water damage real time early warning method and system of mine electric method monitoring.This method and system are according to the reality of coal measure strata resistivity
When situation of change water gush face risk is judged and carries out automatic, real-time, grading forewarning system, it is pre- to realize working face water damage
Alert automation and intelligence has higher timeliness, also can effectively avoid artificial erroneous judgement.
The above-mentioned technical problem of the present invention is mainly what is be addressed by following technical proposals：
A kind of working face water damage real-time graded method for early warning based on mine electric method monitoring, including：
Initial modeling procedure according to the geologic information of stope, establishes the initial 3 D resistivity mould of coal measure strata
Type；
Inverting warning step is obtained using the initial 3 D resistivity model inversion each batch underground Real-time Monitoring Data
Inversion of three dimensional resistivity models, when the inversion of three dimensional resistivity models of two neighboring batch overlap and in differential resistivity value sequence
There are during negative value, be judged as, there are risk and early warning, otherwise continuing inverting next batch underground Real-time Monitoring Data；
Wherein, the differential resistivity value sequence is the resistivity value of this inversion of three dimensional resistivity models and last time inverting three
Tie up the difference of the resistivity value of resistivity models.
Optimization, a kind of above-mentioned working face water damage real-time graded method for early warning based on mine electric method monitoring, the number
It is further included according to inverting warning step：
For the point of small Yu 0 in differential resistivity value sequence, sequence of differences is found out according to coordinate information for three-level early warning sub-step
Local minimum, preserve corresponding with its coordinate position of local minimum；Transmission includes the three of local minimum coordinate position
Grade warning information.
Optimization, a kind of above-mentioned working face water damage real-time graded method for early warning based on mine electric method monitoring, the number
It is further included according to inverting warning step：
Two level early warning sub-step judges the local minimum that this local minimum being calculated and last computation obtain
With the presence or absence of position coincidence point, if then preserving the coordinate position of coincidence, send comprising the two level early warning letter for overlapping coordinate position
Breath.
Optimization, a kind of above-mentioned working face water damage real-time graded method for early warning based on mine electric method monitoring, the number
It is further included according to inverting warning step：
Level-one early warning sub-step for position coincidence point, is once calculated before being subtracted with the local minimum newly obtained and obtained
Local minimum, calculate the difference of local minimum twice, judge whether the point that difference is less than 0, if in the presence of preserving
The location information of the point, and send the level-one warning information for including the point coordinates position.
A kind of working face water damage real-time graded early warning system based on mine electric method monitoring, including：
Initial modeling module according to the geologic information of stope, establishes the initial 3 D resistivity mould of coal measure strata
Type；
Inverting warning module is obtained using the initial 3 D resistivity model inversion each batch underground Real-time Monitoring Data
Inversion of three dimensional resistivity models, when the inversion of three dimensional resistivity models of two neighboring batch overlap and in differential resistivity value sequence
There are during negative value, be judged as, there are risk and early warning, otherwise continuing inverting next batch underground Real-time Monitoring Data；
Wherein, the differential resistivity value sequence is the resistivity value of this inversion of three dimensional resistivity models and last time inverting three
Tie up the difference of the resistivity value of resistivity models.
Optimization, a kind of above-mentioned working face water damage real-time graded early warning system based on mine electric method monitoring, the number
It is further included according to inverting warning module：
For the point of small Yu 0 in differential resistivity value sequence, sequence of differences is found out according to coordinate information for three-level early warning submodule
Local minimum, preserve corresponding with its coordinate position of local minimum；Transmission includes the three of local minimum coordinate position
Grade warning information.
Optimization, a kind of above-mentioned working face water damage real-time graded early warning system based on mine electric method monitoring, the number
It is further included according to inverting warning module：
Two level early warning submodule judges the local minimum that this local minimum being calculated and last computation obtain
With the presence or absence of position coincidence point, if then preserving the coordinate position of coincidence, send comprising the two level early warning letter for overlapping coordinate position
Breath.
Optimization, a kind of above-mentioned working face water damage real-time graded early warning system based on mine electric method monitoring, the number
It is further included according to inverting warning module：
Level-one early warning submodule for position coincidence point, is once calculated before being subtracted with the local minimum newly obtained and obtained
Local minimum, calculate the difference of local minimum twice, judge whether the point that difference is less than 0, if in the presence of preserving
The location information of the point, and send the level-one warning information for including the point coordinates position.
Therefore, the invention has the advantages that：Using 3 D resistivity inverting monitoring data are carried out with automatic, real-time place
Reason, the real-time change situation of coal measure strata resistivity, carries out classification judgement to water gush face risk automatically according to obtained by inverting,
Automatically grading forewarning system information, is sent in real time, realizes the automation and intelligence of working face water damage early warning, it is real convenient for monitoring personnel
When control stope conduit pipe developmental state, gushing water hidden danger is investigated in time, be miner life security and
The property safety of ore deposit side provides sound assurance.
Description of the drawings
Attached drawing 1 is a kind of flow chart of the present invention.
Specific embodiment
Below with reference to the embodiments and with reference to the accompanying drawing the technical solutions of the present invention will be further described.
Embodiment：
The monitoring data of mine electric method monitoring system acquisition are generally current potential or potential difference, at 3 D resistivity inverting
Reason can obtain the 3 D resistivity data that can more directly reflect coal measure strata Electrical distribution situation.Conduit pipe growth course
In, the zone resistance rate being affected by it can continuously decrease.The real-time change of the coal measure strata resistivity obtained by analyzing inverting
Situation can effectively judge the developmental state of conduit pipe, so as to achieve the purpose that carry out early warning to analysis of possibility of water inrush.
Divide in real time automatically as shown in Figure 1, the embodiment of the present invention provides a kind of working face water damage based on mine electric method monitoring
Grade method for early warning, the present invention realizes the automation and intelligence of working face water damage early warning, during working face extraction
Analysis of possibility of water inrush early warning.
First according to the geologic information of stope, establish the 3 D resistivity model of coal measure strata, model be comprising
The 3D data volume of resistivity value.In stope arrangement mine electric method monitoring system, start downhole data acquisition, will monitor
Data synchronous transfer is to ground-based server.Monitoring number is recorded with integer i, starts season i=0 in monitoring, completion once monitors
I adds 1 automatically afterwards, and the monitoring data of acquisition are stored with array d (i).Ground-based server is accessed by programme-control automatically,
Obtain real-time monitoring data d (i).Using coal measure strata resistivity models as initial model m0, monitoring data are carried out with three-dimensional electricity
Resistance rate inverting, the object function of inverting are as follows：
M is for the model of inverting iteration in formula, and d (m) is that given conductivity model m is carried out obtained by forward modelling
Data, d (i) are real-time monitoring data, and β is regularization parameter, and W is model regularization matrix.In order to obtain object function Φ
(m) minimum value with above formula is to model parameter m derivations and to make it be zero, obtains more new formula：
(JTJ+βWTW) δ m=- (JT(QA-1q-d(i))+βWTW(m-m0)) (2)
WhereinFor Jacobian matrix.Above formula is solved using Gauss-Newton method is intended, is obtained newer
Inverse model.The 3 D resistivity model that inverting obtains is stored to ground-based server, inverse model is deposited with array m (i)
Storage.
, it is necessary to first be carried out to first monitoring data d (1) and second batch monitoring data d (2) anti-when just starting monitoring
It drills, obtains corresponding inverse model m (1) and m (2), then carry out subsequent early warning judgement again.By adjacent batch monitoring data d
(i-1) 3 D resistivity model m (i-1) and m (i) and obtained by d (i) invertings are compared, and judge two according to coordinate information
Whether model has overlapping region.If overlapping region is not present in model m (i-1) and m (i), next group monitoring data are come back for
Inverting, and by the inverse model newly obtained with last time obtain inverse model be compared, repeat the process until obtain
There are overlapping region two groups of adjacent inverse models or working face extraction finish until.If there is coincidence in model m (i-1) and m (i)
Region, then for overlapping region calculate two models resistivity differences δ m (i)=m (i)-m (i-1), and judge be in δ m (i)
The no point existed less than 0.If the point less than 0 is not present in δ m (i), means that gushing water hidden danger temporarily is not present, come back for
The inverse model newly obtained is compared with the inverse model that the last time obtains for the inverting of next group monitoring data, and repeating should
Process is until obtain the two groups of adjacent inverse models or working face extraction there are overlapping region and the middle points in the presence of less than 0 of δ m (i)
Until finishing.For the point for being less than 0 in δ m (i), the local minimum r (i) of δ m (i) is found out according to coordinate information, is preserved local
Minimum value coordinate position corresponding with its sends the three-level warning information for including local minimum coordinate position：" at so-and-so position
There are gushing water hidden danger！”.
The local minimum r (i-1) of acquisition is once calculated before judging whether.If there is no local minimum r (i-
1) inverting of next group observation data, is then come back for, and judges whether to need to send three-level warning information, it is straight to repeat the process
Until local minimum adjacent before and after two groups is obtained or working face extraction finishes.If there are local minimum r (i-1),
Judge that the local minimum r (i) newly obtained and the preceding local minimum r (i-1) for once calculating acquisition are overlapped with the presence or absence of position
Point.If the point that position overlaps is not present in local minimum r (i) and r (i-1), the anti-of next group observation data is come back for
It drills, and judges whether to need to send three-level warning information, repeat the process until obtaining two groups of phases of the point that existence position overlaps
Until adjacent local minimum or working face extraction finish.If the point that local minimum r (i) and r (i-1) existence position overlap,
The coordinate position overlapped is preserved, is sent comprising the two level warning information for overlapping coordinate position：" analysis of possibility of water inrush increases at so-and-so position
Greatly！”.
For the point that position in two groups of local minimums overlaps, difference s (i)=r (i)-r of two groups of local minimums of calculating
(i-1), and judge to whether there is the point less than 0 in s (i).If the point less than 0 is not present in s (i), next group is come back for
The inverting of data is observed, and judges whether to need to send three-level warning information and two level warning information, repeats the process until obtaining
Until must being finished in the presence of the s (i) or working face extraction of the point less than 0.If there is the point less than 0 in s (i), the point less than 0 is preserved
Coordinate position, send and include the level-one warning information of the point coordinates position：" analysis of possibility of water inrush further increases at so-and-so position,
It is recommended that investigation！”.
Judge whether back production finishes working face, if then terminating this early warning, if otherwise coming back for next group observation number
According to inverting, and judge whether to need to send warning information at different levels, repeat the process until working face extraction finishes.
Specific embodiment described herein is only to spirit explanation for example of the invention.Technology belonging to the present invention is led
The technical staff in domain can do various modifications or additions to described specific embodiment or replace in a similar way
Generation, but without departing from spirit of the invention or beyond the scope of the appended claims.
Claims (8)
1. a kind of working face water damage real-time graded method for early warning based on mine electric method monitoring, which is characterized in that including：
Initial modeling procedure according to the geologic information of stope, establishes the initial 3 D resistivity model of coal measure strata；
Inverting warning step obtains inverting using the initial 3 D resistivity model inversion each batch underground Real-time Monitoring Data
3 D resistivity model, when the inversion of three dimensional resistivity models of two neighboring batch overlap and exist in differential resistivity value sequence
During negative value, it is judged as, there are risk and early warning, otherwise continuing inverting next batch underground Real-time Monitoring Data；
Wherein, the differential resistivity value sequence is the resistivity value of this inversion of three dimensional resistivity models and last time inversion of three dimensional electricity
The difference of the resistivity value of resistance rate model.
2. a kind of working face water damage real-time graded method for early warning based on mine electric method monitoring according to claim 1,
It is characterized in that, the data inversion warning step further includes：
For the point of small Yu 0 in differential resistivity value sequence, the office of sequence of differences is found out according to coordinate information for three-level early warning sub-step
Portion's minimum value preserves local minimum coordinate position corresponding with its；It is pre- to send the three-level comprising local minimum coordinate position
Alert information.
3. a kind of working face water damage real-time graded method for early warning based on mine electric method monitoring according to claim 2,
It is characterized in that, the data inversion warning step further includes：
Two level early warning sub-step judges whether is local minimum that this local minimum being calculated and last computation obtain
Existence position coincidence point if then preserving the coordinate position of coincidence, is sent comprising the two level warning information for overlapping coordinate position.
4. a kind of working face water damage real-time graded method for early warning based on mine electric method monitoring according to claim 2,
It is characterized in that, the data inversion warning step further includes：
For position coincidence point, the preceding office for once calculating acquisition is subtracted with the local minimum newly obtained for level-one early warning sub-step
Portion's minimum value calculates the difference of local minimum twice, judges whether the point that difference is less than 0, if in the presence of preserving the point
Location information, and send and include the level-one warning information of the point coordinates position.
5. a kind of working face water damage real-time graded early warning system based on mine electric method monitoring, which is characterized in that including：
Initial modeling module according to the geologic information of stope, establishes the initial 3 D resistivity model of coal measure strata；
Inverting warning module obtains inverting using the initial 3 D resistivity model inversion each batch underground Real-time Monitoring Data
3 D resistivity model, when the inversion of three dimensional resistivity models of two neighboring batch overlap and exist in differential resistivity value sequence
During negative value, it is judged as, there are risk and early warning, otherwise continuing inverting next batch underground Real-time Monitoring Data；
Wherein, the differential resistivity value sequence is the resistivity value of this inversion of three dimensional resistivity models and last time inversion of three dimensional electricity
The difference of the resistivity value of resistance rate model.
6. a kind of working face water damage real-time graded early warning system based on mine electric method monitoring according to claim 5,
It is characterized in that, the data inversion warning module further includes：
For the point of small Yu 0 in differential resistivity value sequence, the office of sequence of differences is found out according to coordinate information for three-level early warning submodule
Portion's minimum value preserves local minimum coordinate position corresponding with its；It is pre- to send the three-level comprising local minimum coordinate position
Alert information.
7. a kind of working face water damage real-time graded early warning system based on mine electric method monitoring according to claim 5,
It is characterized in that, the data inversion warning module further includes：
Two level early warning submodule judges whether is local minimum that this local minimum being calculated and last computation obtain
Existence position coincidence point if then preserving the coordinate position of coincidence, is sent comprising the two level warning information for overlapping coordinate position.
8. a kind of working face water damage real-time graded early warning system based on mine electric method monitoring according to claim 5,
It is characterized in that, the data inversion warning module further includes：
For position coincidence point, the preceding office for once calculating acquisition is subtracted with the local minimum newly obtained for level-one early warning submodule
Portion's minimum value calculates the difference of local minimum twice, judges whether the point that difference is less than 0, if in the presence of preserving the point
Location information, and send and include the level-one warning information of the point coordinates position.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112253236A (en) * | 2020-10-13 | 2021-01-22 | 中煤科工集团西安研究院有限公司 | Method for cleaning data of mine electrical method monitoring data by utilizing correlation analysis |
| CN113903149A (en) * | 2021-10-08 | 2022-01-07 | 河北煤炭科学研究院有限公司 | Mine water inrush early warning system and method and terminal equipment |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101382070A (en) * | 2007-09-03 | 2009-03-11 | 中国石油天然气集团公司 | Electromagnetical method for dynamically monitoring oil reservoir injection-production |
| CN102495428A (en) * | 2011-12-12 | 2012-06-13 | 山东大学 | Resistivity real-time imaging monitoring method and system for water-bursting geological disaster in construction period of underground engineering |
| CN105204071A (en) * | 2015-07-31 | 2015-12-30 | 淮南矿业(集团)有限责任公司 | Method for determining water-flowing fractured zone of overlaying rock stratum to be monitored |
| CN105223612A (en) * | 2015-06-10 | 2016-01-06 | 中国矿业大学 | A kind of coal mine flood prediction and evaluation method based on earthquake information |
| CN105277992A (en) * | 2015-12-02 | 2016-01-27 | 山东科技大学 | Method for dynamically monitoring stope bottom plate water regime through equator dipole device |
| JP2017037515A (en) * | 2015-08-11 | 2017-02-16 | 能美防災株式会社 | Evacuation guidance display device inside tunnel |
| CN106768736A (en) * | 2016-11-24 | 2017-05-31 | 中国科学技术大学 | A kind of subway tunnel monitoring of leakage and early warning system and its method |
| CN107144891A (en) * | 2017-06-12 | 2017-09-08 | 山东大学 | The monitoring of water burst precursor information dash forward with merging early warning system and method in tunnel |
| US20170292377A1 (en) * | 2016-04-11 | 2017-10-12 | Schlumberger Technolgoy Corporation | Methods for determining saturation parameters of a formation |
-
2017
- 2017-12-05 CN CN201711265780.2A patent/CN108104876B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101382070A (en) * | 2007-09-03 | 2009-03-11 | 中国石油天然气集团公司 | Electromagnetical method for dynamically monitoring oil reservoir injection-production |
| CN102495428A (en) * | 2011-12-12 | 2012-06-13 | 山东大学 | Resistivity real-time imaging monitoring method and system for water-bursting geological disaster in construction period of underground engineering |
| CN105223612A (en) * | 2015-06-10 | 2016-01-06 | 中国矿业大学 | A kind of coal mine flood prediction and evaluation method based on earthquake information |
| CN105204071A (en) * | 2015-07-31 | 2015-12-30 | 淮南矿业(集团)有限责任公司 | Method for determining water-flowing fractured zone of overlaying rock stratum to be monitored |
| JP2017037515A (en) * | 2015-08-11 | 2017-02-16 | 能美防災株式会社 | Evacuation guidance display device inside tunnel |
| CN105277992A (en) * | 2015-12-02 | 2016-01-27 | 山东科技大学 | Method for dynamically monitoring stope bottom plate water regime through equator dipole device |
| US20170292377A1 (en) * | 2016-04-11 | 2017-10-12 | Schlumberger Technolgoy Corporation | Methods for determining saturation parameters of a formation |
| CN106768736A (en) * | 2016-11-24 | 2017-05-31 | 中国科学技术大学 | A kind of subway tunnel monitoring of leakage and early warning system and its method |
| CN107144891A (en) * | 2017-06-12 | 2017-09-08 | 山东大学 | The monitoring of water burst precursor information dash forward with merging early warning system and method in tunnel |
Non-Patent Citations (1)
| Title |
|---|
| 鲁晶津: "《煤矿井下含/导水构造三维电阻率反演成像技术》", 《煤炭学报》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112253236A (en) * | 2020-10-13 | 2021-01-22 | 中煤科工集团西安研究院有限公司 | Method for cleaning data of mine electrical method monitoring data by utilizing correlation analysis |
| CN112253236B (en) * | 2020-10-13 | 2022-09-23 | 中煤科工集团西安研究院有限公司 | Method for cleaning data of mine electrical method monitoring data by utilizing correlation analysis |
| CN113903149A (en) * | 2021-10-08 | 2022-01-07 | 河北煤炭科学研究院有限公司 | Mine water inrush early warning system and method and terminal equipment |
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| CN108104876B (en) | 2019-03-22 |
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