CN106703883B - A kind of personalized method for determining Water Inrush From Working-faces danger classes - Google Patents

A kind of personalized method for determining Water Inrush From Working-faces danger classes Download PDF

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CN106703883B
CN106703883B CN201611243211.3A CN201611243211A CN106703883B CN 106703883 B CN106703883 B CN 106703883B CN 201611243211 A CN201611243211 A CN 201611243211A CN 106703883 B CN106703883 B CN 106703883B
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卫文学
赵卫东
何明祥
彭延军
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Shandong University of Science and Technology
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Abstract

The invention discloses a kind of personalized method for determining Water Inrush From Working-faces danger classes, belongs to safe coal exploitation field.This method considers coal-face bottom plate hydraulic pressure, impermeable layer thickness, seat earth ore deposit and presses breakoff phenomenon, water proof section rock stratum lithology combination, bottom plate artesian groundwater are original to lead the factors such as liter development phenomenon, establish the Implicitly function dependence of these influence factors and gushing water danger classes, by the catastrophe point of the interpolation analysis Implicitly function, the System of Comprehensive Evaluation for evaluating Water Inrush danger classes is established.This method considers to influence the various factors that coal mining Water Inrush threatens comprehensively, establish the functional dependencies of each influence factor and water bursting coefficient, solve conventional method only to consider water pressure and impermeable layer thickness or the problem of influence factor and water bursting coefficient functional dependencies can not be established, calculated for water bursting coefficient and provide new method.

Description

A kind of personalized method for determining Water Inrush From Working-faces danger classes
Technical field
The invention belongs to safety of coal mines production technique field, and in particular to a kind of personalized determination coal-face bottom plate is dashed forward The method of water danger classes.
Background technology
The dangerous method of evaluation safety of coal mines exploitation Water Inrush mainly uses water inrush coefficient method at present.Water bursting coefficient meter Calculate formula T=p/M be China's Jiaozhuo hydrogeology decisive battle in 1964 during use for reference Hungary engineer Wei Gefulunsi to every What water thickness (T=M/p) concept proposed, p is seat earth aquifer water pressure in formula, and M is seat earth impermeable layer thickness.Should After formula proposes, with the inundation mine area Water Inrush case such as Jiaozhuo, Feng Feng, Jingxing, Handan, Feicheng, Zibo and basic data For foundation, T≤0.06MPa/m is calculated as safety, 0.06MPa/m < T≤MPa/m are safer, and 0.1MPa/m < T are danger Danger.Water bursting coefficient reflects the most basic rule of seepage action of ground water in hydrogeology.
The considerably long period of history afterwards, water bursting coefficient is for instructing safety of coal mines exploitation to play an important role. But, coal mining progressively turns to deep, and the hydraulic pressure of Ordovician karst water is stepped up, in reality. with shallow-layer coal seam resource exploitation totally Water bursting coefficient is far longer than in exploitation《Mine geological hazards provide》0.1MPa/m.Although later stage someone considers Seam Floor Failure Degree, water proof section rock stratum lithology combination and other influence factors, it is proposed that the calculation formula of various water bursting coefficients, but proposed Adjacency coefficient is still using the adjacent value proposed in 1964.Obviously, this is ill-considered.
There are the following problems for current water bursting coefficient computational methods:
1. the factor for influenceing Spray water way considers not comprehensive
Water bursting coefficient calculation formula only accounts for hydraulic pressure and impermeable layer thickness, does not account for seat earth ore deposit and crushes bad journey The relevant factor such as degree, water proof section rock stratum lithology combination, bottom plate artesian groundwater rising height, aquifer water well index.
2. without the functional dependencies established using machine learning method between Spray water way and influence factor
The water bursting coefficient calculation formula Consideration of early stage is few, and calculation formula is simple.The calculation formula Consideration in later stage It is more, in the case where collecting sample is less, the functional dependencies between water bursting coefficient and influence factor can not be fitted.
What 3. water bursting coefficient provided is only the danger of gushing water, and unrelated with water inrush quantity
Current water bursting coefficient, which is can be seen that, from its calculation formula T=p/M only considers seat earth aquifer water pressure, coal The factors such as layer water-resisting floor thickness, it is not related with actual water inrush quantity.If floor water-bearing rock is rich in actual recovery process It is water-based poor, even gushing water, because water inrush quantity is smaller, larger harm will not be also brought to coal mining working face.
The content of the invention
In view of the above-mentioned problems existing in the prior art, the present invention proposes a kind of personalized determination coal-face bottom plate and dashed forward The method of water danger classes.
The adopted technical solution is that:
A kind of personalized method for determining Water Inrush From Working-faces danger classes, is carried out according to the following steps:
Step 1:Coal-face integrated data during collection coal production, analysis maximal water*.inrush quality and a variety of influences The correlation of factor, corresponding species influence factor is selected as the independent variable for influenceing Water Inrush danger classes;
Step 2:According to specific mine comprehensive draining ability and maximal water*.inrush quality data, personalization division Water Inrush danger Dangerous grade;
Step 3:The vector combination of independent variable is denoted as x, Water Inrush danger classes is denoted as y, establishes independent variable and bottom plate The Implicitly function dependence of gushing water danger classes;
Step 4:The vector combination x of the independent variable newly collected is substituted into step 3 to the Implicitly function established and relies on pass System, is calculated Water Inrush danger classes y, then determines Water Inrush danger classes according to step 2.
The above method is further comprising the steps of:
Step 5:The Implicitly function dependence established using step 3, to each independent variable subdivision interpolation, is dashed forward in each bottom plate In the range of water danger classes, very big, the minimum of each independent variable are asked in reversely calculation, and it is dangerous with Water Inrush to establish each independent variable The System of Comprehensive Evaluation of grade;
Step 6:Each independent variable and the System of Comprehensive Evaluation of Water Inrush danger classes established according to step 5, Field personnel is to the argument data that newly collects, you can determines that Water Inrush is endangered by inquiring about System of Comprehensive Evaluation Dangerous grade.
Preferably, in step 1:The coal-face integrated data includes maximal water*.inrush quality, water bursting coefficient, coal seam bottom Plate ore deposit pressure destructiveness, water proof section rock stratum lithology combination, bottom plate artesian groundwater rising height and aquifer water well index etc.; Analyze maximal water*.inrush quality and press destructiveness, water proof section rock stratum lithology combination, bottom plate pressure-bearing with water bursting coefficient, seat earth ore deposit respectively The correlation of the various factors such as underground water rising height and aquifer water well index, and phase is selected according to correlation size Species influence factor such as seat earth ore deposit pressure destructiveness, bottom plate artesian groundwater rising height etc. are answered as influence Water Inrush The independent variable of danger classes.
Preferably, in step 2:Water Inrush dangerous grade classification is safe, relatively hazardous, dangerous Three Estate;Maximum is prominent Water is set to safe class 1 less than or equal to specific mine comprehensive draining ability 2/3rds;Maximal water*.inrush quality is more than specific ore deposit Mountain comprehensive draining ability 2/3rds and it is set to relatively hazardous grade 2 less than or equal to specific mine comprehensive draining ability;Maximum is prominent Water is set to danger classes 3 more than specific mine comprehensive draining ability.
Preferably, in step 3:The n observation sample (x according to known to specific mine1,y1),(x2,y2)……(xn,yn) Optimal function f (x, a ω are asked in some functions { f (x, ω) }0), unknown dependence is estimated, makes formula R (ω)=∫ Expected risk shown in L (y, f (x, ω)) dF (x, y) is minimum.
In above-mentioned steps three, the independent variable of foundation and the Implicitly function dependence of Water Inrush danger classes, by machine The realization of the device theories of learning, specifically:
(1) { f (x, ω) } is anticipation function collection, and ω is referred to as Generalized Parameters, and L (y, f (x, ω)) is loss function;
(2) loss function uses L (y, f (x, ω))=(y-f (x, ω))2
(3) utilizable information only has sample data in the training process, it is therefore desirable for risk
R (ω)=∫ L (y, f (x, ω)) dF (x, y) can not be calculated, and be usedTo it Estimated;
(4) in calculating process, training is successive value using the danger classes of regression forecasting, using the method to round up Round.
Preferably, in step 4:The vector combination x of independent variable is actually obtained during construction exploration, coal work;It is right In the location for not carrying out physical prospecting, interpolative prediction is carried out by three-dimensional mine mathematical model, first prediction, rear adjustment.
Preferably, in step 5 specifically:
(1) very big, the minimum of the vector combination x of independent variable each component are analyzed;
(2) in units of 1 percent that the difference of minimum is subtracted by maximum, subdivision interpolation;
(3) the Water Inrush danger classes of each interpolation point is asked for, danger classes now is without the processing that rounds up;
(4) ask gushing water danger classes section [0,1.5), [1.5,2.5), [2.5,3.5) when, each independent variable it is very big, Minimum, establish the System of Comprehensive Evaluation of each independent variable and Water Inrush danger classes.
The method have the benefit that:
Compared with prior art, the present invention considers specific mine drainage ability, influences the various factors of water inrush quantity, builds Vertical gushing water is dangerous to grade the Implicitly function dependence between influence factor, using parameter region interpolation agriculture products framework, solves The technical barriers such as gushing water data of having determined Small samples modeling, Implicitly function application difficult so that gushing water danger classes evaluation more section It is reasonable to learn, and meets mining production reality.
Brief description of the drawings
Fig. 1 is a kind of personalized flow chart for determining Water Inrush From Working-faces danger classes method of the present invention.
Embodiment
The invention provides a kind of personalized method for determining Water Inrush From Working-faces danger classes.This method integrates Consider coal-face bottom plate hydraulic pressure, impermeable layer thickness, seat earth ore deposit pressure breakoff phenomenon, water proof section rock stratum lithology combination, bottom Plate artesian groundwater is original to lead the factors such as liter development phenomenon, establish the Implicitly function of these influence factors and gushing water danger classes according to The relation of relying, by the catastrophe point of the interpolation analysis Implicitly function, establish the comprehensive evaluation index for evaluating Water Inrush danger classes System.This method considers the various factors that influence coal mining Water Inrush threatens comprehensively, establishes each influence factor and gushing water system Several functional dependencies, solve conventional method and only consider water pressure and impermeable layer thickness or influence factor can not be established with dashing forward The problem of water coefficient functional dependencies, calculated for water bursting coefficient and provide new method.
Below in conjunction with the accompanying drawings and embodiment is described in further detail to the present invention:
As shown in figure 1, a kind of be used for the personalized method for determining Water Inrush From Working-faces danger classes, according to as follows Step is carried out:
Step 1:Coal-face maximal water*.inrush quality, water bursting coefficient, seat earth ore deposit crush during collection coal production The integrated datas such as bad degree, water proof section rock stratum lithology combination, bottom plate artesian groundwater rising height, aquifer water well index, The correlation that maximal water*.inrush quality presses other influence factors such as destructiveness with water bursting coefficient, seat earth ore deposit is analyzed, selection is related Property higher influence factor as the independent variable for influenceing maximal water*.inrush quality.
Step 2:According to specific mine comprehensive draining ability and maximal water*.inrush quality data, personalization divides each group of data Water Inrush danger classes.Generally it is divided into safe, relatively hazardous, dangerous Three Estate.Maximal water*.inrush quality is less than or waited It is set to safe class 1 in specific mine comprehensive draining ability 2/3rds;Maximal water*.inrush quality is more than specific mine comprehensive draining energy Power 2/3rds and it is set to relatively hazardous grade 2 less than specific mine comprehensive draining ability;Maximal water*.inrush quality is more than or equal to specific Mine comprehensive draining ability is set to danger classes 3.
Step 3:The vector combination of independent variable is denoted as x, Water Inrush danger classes is denoted as y.According to known to specific mine N observation sample (x1,y1),(x2,y2)……(xn,yn) asked in some functions { f (x, ω) } an optimal function f (x, ω0), unknown dependence is estimated, makes expected risk shown in formula R (ω)=∫ L (y, f (x, ω)) dF (x, y) most It is small.
The functional dependencies of each influence factor and Water Inrush danger classes that step 3 is established for implicit function according to The relation of relying, can be realized by machine Learning Theories such as SVMs theories.
Specifically:
(1) { f (x, ω) } is anticipation function collection, and ω is referred to as Generalized Parameters, and L (y, f (x, ω)) is loss function.
(2) loss function uses L (y, f (x, ω))=(y-f (x, ω))2
(3) utilizable information only has sample data in the training process, it is therefore desirable for risk R (ω)=∫ L (y, f (x, ω)) dF (x, y) can not calculate, usesIt is estimated.
(4) in calculating process, training is successive value using the danger classes of regression forecasting, using the method to round up Round.
Step 4:The Implicitly function dependence established according to step 3, the data vector to newly collecting influence factor That is the vector combination x of independent variable, you can substitute into Implicitly function and calculate its Water Inrush danger classes.Water Inrush danger classes shadow The factor of sound can actually obtain during construction exploration, coal work.Location for not carrying out physical prospecting, can pass through three Tie up mine mathematical model and carry out interpolative prediction, first prediction, rear adjustment.
Step 5:For convenience of live practical application, the Implicitly function dependence established using step 3, to each independent variable Subdivision interpolation, in the range of each Water Inrush danger classes, very big, the minimum of each independent variable are asked in reversely calculation, are established each Independent variable and the System of Comprehensive Evaluation of Water Inrush danger classes.
Specifically:
(1) very big, the pole of each component of Water Inrush danger classes influence factor (the vector combination x of independent variable) are analyzed Small value.
(2) in units of 1 percent that the difference of minimum is subtracted by maximum, subdivision interpolation.
(3) the Water Inrush danger classes of each interpolation point is asked for, danger classes now is without the processing that rounds up.
(4) ask gushing water danger classes section [0,1.5), [1.5,2.5), [2.5,3.5) when, each independent variable it is very big, Minimum, establish the System of Comprehensive Evaluation of each independent variable and Water Inrush danger classes.
Step 6:It is existing according to each independent variable that step 5 is established and the System of Comprehensive Evaluation of Water Inrush danger classes Staff is to newly collecting the data of influence factor, you can determines that Water Inrush is endangered by inquiring about System of Comprehensive Evaluation Dangerous grade.
The present invention in step 1 propose Spray water way key be water inrush quantity, rather than just water inrush coefficient with The ratio of impermeable layer thickness.And considered in step 1 influence the water bursting coefficient of water inrush quantity, seat earth ore deposit crush it is bad The factors such as degree, water proof section rock stratum lithology combination, bottom plate artesian groundwater rising height, aquifer water well index.
According to the personalized division mine coal-face gushing water danger classes of specific mine drainage ability in step 2, and It is not all mine sudden flooding danger classes of universal formulation.
Under conditions of it can not provide gushing water influence factor and maximal water*.inrush quality explicit function dependence, in step 3 The functional dependencies of maximal water*.inrush quality and each influence factor are described using Implicitly function dependence, the functional dependencies will Ask:For data sample (x1,y1),(x2,y2),(x3,y3)……(xn,yn), ask one most in some functions { f (x, ω) } Major function f (x, ω0), unknown dependence is estimated so that the expected risk shown in following formula is minimum.
R (ω)=∫ L (y, f (x, ω)) dF (x, y)
To each influence factor subdivision interpolation in step 5, in the range of each Water Inrush danger classes, reversely calculation is asked Very big, the minimum of each independent variable are taken, establishes the System of Comprehensive Evaluation of each independent variable and Water Inrush danger classes.
The present invention propose it is a kind of be used for the personalized method for determining Water Inrush From Working-faces danger classes, it is and existing Technology is compared, and the present invention considers specific mine drainage ability, influences the various factors of water inrush quantity, establishes the dangerous grading of gushing water Implicitly function dependence between influence factor, using parameter region interpolation agriculture products framework, it is small to solve gushing water data The technical barriers such as sample, Implicitly function application difficult so that the evaluation of gushing water danger classes is more scientific and reasonable, meets mine Produce reality.
Take or use for reference prior art and can be achieved in the part do not addressed in aforesaid way.
It is limitation of the present invention that described above, which is not, and the present invention is also not limited to the example above, the art The variations, modifications, additions or substitutions that technical staff is made in the essential scope of the present invention, it should also belong to the protection of the present invention Scope.

Claims (7)

  1. A kind of 1. personalized method for determining Water Inrush From Working-faces danger classes, it is characterised in that enter according to the following steps OK:
    Step 1:Coal-face integrated data during collection coal production, analyzes maximal water*.inrush quality and various factors Correlation, select corresponding species influence factor as influence Water Inrush danger classes independent variable;
    Step 2:According to specific mine comprehensive draining ability and maximal water*.inrush quality data, personalization division Water Inrush danger etc. Level;
    Step 3:The vector combination of independent variable is denoted as x, Water Inrush danger classes is denoted as y, establishes independent variable and Water Inrush The Implicitly function dependence of danger classes;
    Step 4:The vector combination x of the independent variable newly collected is substituted into step 3 to the Implicitly function dependence established, meter Calculation obtains Water Inrush danger classes y, then determines Water Inrush danger classes according to step 2;
    Step 5:The Implicitly function dependence established using step 3, to each independent variable subdivision interpolation, endangered in each Water Inrush In dangerous rate range, very big, the minimum of each independent variable are asked in reversely calculation, establish each independent variable and Water Inrush danger classes System of Comprehensive Evaluation;
    Step 6:According to each independent variable that step 5 is established and the System of Comprehensive Evaluation of Water Inrush danger classes, scene Staff is to the argument data that newly collects, you can determines Water Inrush danger etc. by inquiring about System of Comprehensive Evaluation Level.
  2. 2. a kind of personalized method for determining Water Inrush From Working-faces danger classes according to claim 1, it is special Sign is, in step 1:The coal-face integrated data includes maximal water*.inrush quality, water bursting coefficient, seat earth ore deposit and crushed Bad degree, water proof section rock stratum lithology combination, bottom plate artesian groundwater rising height and aquifer water well index;Analysis is maximum prominent Water leads liter with water bursting coefficient, seat earth ore deposit pressure destructiveness, water proof section rock stratum lithology combination, bottom plate artesian groundwater respectively The correlation of height and aquifer water well index, and corresponding species influence factor is selected as influence bottom according to correlation size The independent variable of plate gushing water danger classes.
  3. 3. a kind of personalized method for determining Water Inrush From Working-faces danger classes according to claim 1, it is special Sign is, in step 2:Water Inrush dangerous grade classification is safe, relatively hazardous, dangerous Three Estate;Maximal water*.inrush quality is less than Or it is set to safe class 1 equal to specific mine comprehensive draining ability 2/3rds;Maximal water*.inrush quality is more than specific mine synthesis row Outlet capacity 2/3rds and it is set to relatively hazardous grade 2 less than or equal to specific mine comprehensive draining ability;Maximal water*.inrush quality is more than Specific mine comprehensive draining ability is set to danger classes 3.
  4. 4. a kind of personalized method for determining Water Inrush From Working-faces danger classes according to claim 1, it is special Sign is, in step 3:The n observation sample (x according to known to specific mine1,y1),(x2,y2)……(xn,yn) in some functions Optimal function f (x, a ω are asked in { f (x, ω) }0), unknown dependence is estimated, make formula R (ω)=∫ L (y, f (x, ω)) expected risk shown in dF (x, y) is minimum.
  5. 5. a kind of personalized method for determining Water Inrush From Working-faces danger classes according to claim 4, it is special Sign is:The independent variable of foundation and the Implicitly function dependence of Water Inrush danger classes, are realized by machine Learning Theory, Specifically:
    (1) { f (x, ω) } is anticipation function collection, and ω is referred to as Generalized Parameters, and L (y, f (x, ω)) is loss function;
    (2) loss function uses L (y, f (x, ω))=(y-f (x, ω))2
    (3) utilizable information only has sample data in the training process, it is therefore desirable for risk R (ω)=∫ L (y, f (x, ω)) dF (x, y) can not be calculated, and be usedIt is estimated;
    (4) in calculating process, training is successive value using the danger classes of regression forecasting, is taken using the method to round up It is whole.
  6. 6. a kind of personalized method for determining Water Inrush From Working-faces danger classes according to claim 1, it is special Sign is, in step 4:The vector combination x of independent variable is actually obtained during construction exploration, coal work;For not carrying out The location of physical prospecting, interpolative prediction is carried out by three-dimensional mine mathematical model, first prediction, rear adjustment.
  7. 7. a kind of personalized method for determining Water Inrush From Working-faces danger classes according to claim 1, it is special Sign is in step 5, specifically:
    (1) very big, the minimum of the vector combination x of independent variable each component are analyzed;
    (2) in units of 1 percent that the difference of minimum is subtracted by maximum, subdivision interpolation;
    (3) the Water Inrush danger classes of each interpolation point is asked for, danger classes now is without the processing that rounds up;
    (4) ask gushing water danger classes section [0,1.5), [1.5,2.5), [2.5,3.5) when, each independent variable it is very big, minimum Value, establish the System of Comprehensive Evaluation of each independent variable and Water Inrush danger classes.
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PCT/CN2017/108619 WO2018121035A1 (en) 2016-12-29 2017-10-31 Customized method for determining coal mining face floor water inrush risk level

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CN113516414A (en) * 2021-08-09 2021-10-19 江苏徐矿能源股份有限公司 Method for determining rock burst danger level
CN113623004B (en) * 2021-08-31 2024-02-13 中煤科工集团重庆研究院有限公司 Judgment method for water damage early warning
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CN114087022B (en) * 2021-10-28 2023-11-28 山东科技大学 Coal seam floor variable parameter water inrush channel early warning system and water inrush risk judging method
CN114412567B (en) * 2021-12-08 2023-03-14 中国矿业大学 Early warning method for in-situ water-retention coal mining on water with bearing pressure of bottom plate limestone
CN115114476B (en) * 2022-07-26 2022-11-15 汶上义桥煤矿有限责任公司 Image processing-based monitoring video storage method for coal washing transmission equipment
CN116797020A (en) * 2023-05-24 2023-09-22 中国矿业大学 Coal mine roof separation layer water bursting micro-earthquake early warning method considering rock stratum structure evolution
CN117057601B (en) * 2023-08-02 2024-01-30 中国安全生产科学研究院 Non-coal mine safety monitoring and early warning system based on Internet of things
CN118154046B (en) * 2024-05-10 2024-07-23 太原向明智控科技有限公司 Top plate pressure grade dividing method
CN118191967B (en) * 2024-05-14 2024-08-06 中煤科工西安研究院(集团)有限公司 Intelligent early warning system and method for full-space three-dimensional monitoring of water damage risk of coal seam roof

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1719635A1 (en) * 1988-12-19 1992-03-15 Н.И.Никифоров, А.М.Оллыкайнен и И.Г.Новиков Method to protect mine workings against influx of surface water
CN101699451A (en) * 2009-05-08 2010-04-28 中国矿业大学(北京) Novel practical method frangibility index method for evaluating seam floor water inrush
CN101894189B (en) * 2010-07-14 2011-04-20 中国矿业大学(北京) New method for evaluating coal seam bottom water bursting
CN102194056B (en) * 2011-05-05 2012-03-21 中国矿业大学(北京) BN-GIS (Bayesian Network-Geographic Information System) method for evaluating and predicting water inrush danger of coal-seam roof and floor
CN103049645B (en) * 2012-11-28 2015-12-02 山东科技大学 A kind of coal seam floor water-inrush risk evaluation method
CN103279809B (en) * 2013-06-09 2017-02-08 山东科技大学 Method for predicting and evaluating water-inrush from seam floor based on bidirectional impact of indexes
CN104156560A (en) * 2014-07-12 2014-11-19 中国矿业大学 Multi-level coal mine water inrush prediction method based on SaE-ELM (self-adaptive evolutionary extreme learning machine)
CN104502995A (en) * 2014-12-15 2015-04-08 中国矿业大学 Ts-q method for evaluating floor water inrush dangerousness in coal mining of deep mine
CN104766242A (en) * 2015-03-25 2015-07-08 山东科技大学 Method for evaluating dangerousness of water inrush from coal floor
CN105069689B (en) * 2015-08-21 2017-03-29 山东科技大学 Based on the coal seam floor water-inrush risk evaluation method that grey correlation is combined with FDAHP
CN106703883B (en) * 2016-12-29 2018-03-13 山东科技大学 A kind of personalized method for determining Water Inrush From Working-faces danger classes

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