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Gold Science and Technology ›› 2019, Vol. 27 ›› Issue (6): 903-911.doi: 10.11872/j.issn.1005-2518.2019.06.903

• Mining Technology and Mine Management • Previous Articles     Next Articles

Comprehensive Safety Evaluation of Tailings Reservoir Based on Fuzzy Multivariate Contact Model

Shi WANG(),Yong SHI(),Wanyin WANG   

  1. School of Resources and Environmental Engineering,Jiangxi University of Science and Technology,Ganzhou 341000,Jiangxi,China
  • Received:2018-12-25 Revised:2019-03-21 Online:2019-12-31 Published:2019-12-24
  • Contact: Yong SHI E-mail:stonersxx@126.com;jxlgdxhxysy3511@163.com

Abstract:

Tailings reservoir is an important facility to store tailings, and it is a dangerous source with high potential energy, there is a risk of dam break.Once the tailings reservoir is crashed, it will seriously affect the safety of people’s lives and property and destroy the local ecological environment, so it is of great significance to evaluate and predict the safety of tailings reservoir. For the tailings pond is a nonlinear complex system, there are many uncertain factors in the process of safety evaluation and prediction of tailing pond, and the factors are interrelated and coupled, so the safety evaluation of tailing pond has uncertainty.In order to accurately evaluate the safety level of the tailings pond,the Huangjindong tailings reservoir was used as a sample,and the relationship between various factors in the safety of the tailings pond was analyzed.Comprehensive application of fuzzy multi-connection theory and analytic hierarchy process (AHP),a comprehensive safety assessment model for tailings pond with five influencing factors and 26 influencing factors was constructed.The weighting coefficient of each subjective and objective index was obtained by AHP,and the evaluation index was graded. In order to quantify some qualitative factors,the fuzzy multi-connection degree theory was introduced to identify the uncertain factors affecting the safety of the tailings pond.The combination of certainty and uncertainty was considered to deal with the comprehensive integration problem, and the measured values of quantitative indicators of membership function were constructed.The results show that the comprehensive safety evaluation score of the Huangjindong tailings pond is 80.052,and its safety grade of the golden hole tailings pond is Ⅱ,and the tailings pond was in a relatively stable state.By calculating the degree of contact between the first-level indicators,the degree of opposition c is 0.0615,the degree of identity a is 0.5633,a>c,set pair potential is the same potential,and the investment and management of safe production should be strengthened.Using the five-element relationship function to calculate the uncertainty of five influencing factors,through calculation,safety management(B1),tailings dam(B2),tailings discharge(B3),flood discharge system (B4) and tailings transport and return water(B5),the uncertainty of the five indicators is 0.4013,0.4240,0.5132,0.0148 and 0.2644. By comparing the size of the uncertainty factor,tailings discharge(B3)>tailings dam(B2)>safety management(B1)tailings transport and return water(B5)>flood discharge system(B4).In the end,tailings discharge is the most uncertain factor,and it is necessary to strengthen the management of tailings discharge.The evaluation results obtained by the model are consistent with the actual results,which provided a feasible method for the safety evaluation of the tailings pond.

Key words: tailings pond, fuzzy comprehensive evaluation, analytic hierarchy process, safety assessment, set pair analysis, multivariate contact

CLC Number: 

  • X936

Table 1

The value of RI"

阶数nRI阶数nRI
1051.12
2061.26
30.5271.36
40.8981.41

Table 2

Relationship between set and potential"

名称a、bc的关系集对势
反势b1+b2+b3<a强反势
a<b1+b2+b3<c弱反势
同势b1+b2+b3<c强同势
c<b1+b2+b3<a弱同势
均势b1+b2+b3<a强均势
b1+b2+b3=a弱均势

Fig.1

Evaluation index system of tailings pond"

Table 3

Safety grade division of tailings pond"

安全等级分数安全等级分数
Ⅰ级90~100Ⅳ级45~60
Ⅱ级75~90Ⅴ级0~45
Ⅲ级60~75

Table 4

Grade division of tailings pond"

级别坝高级别坝高
一级H≥200四级30≤H<60
二级100≤H<200五级H<30
三级60≤H<100

Table 5

Weight coefficient of each index"

准则层W指标层Wi
B10.3130C110.4675
C120.1599
C130.2580
C140.0435
C150.0711
B20.3142C210.0896
C220.2048
C230.5296
C240.0522
C250.1238
B30.0839C310.3712
C320.3902
C330.0816
C340.1571
B40.2371C410.4924
C420.2160
C430.1152
C440.0297
C450.0851
C460.0616
B50.0518C510.4449
C520.0277
C530.2324
C540.1591
C550.0642
C560.0717

Table 6

Scoring standard and score of safety evaluation index of tailings pond"

底层指标Ⅰ级Ⅱ级Ⅲ级Ⅳ级Ⅴ级分值
C11>90>80>70>60≤6090
C12>85>70>55>40≤4085
C13>90>80>70>60≤6082
C14>90>70>50>30≤30100
C15>80>60>40>20≤2080
C21>80>60>40>20≤2080
C22>80>70>60>50≤5070
C23>90>85>80>75≤7550
C24>90>80>70>60≤6090
C25>90>80>70>60≤6060
C31>80>60>40>20≤2060
C32>80>60>40>20≤2090
C33>90>80>70>60≤6090
C34>90>70>50>30≤3070
C41>90>80>70>60≤60100
C42>80>60>40>20≤20100
C43>90>80>70>60≤60100
C44>90>80>70>60≤6050
C45>90>80>70>60≤60100
C46>90>80>70>60≤60100
C51>90>70>50>30≤30100
C52>90>70>50>30≤300
C53>90>70>50>30≤3080
C54>90>70>50>30≤3090
C55>90>70>50>30≤30100
C56>90>70>50>30≤300

Table 7

Secondary indicator connection"

二级指标联系度不确定性b
B1μ1=0.5916+0.2381i1+0.1374i2+0.0258i3+0.0071j0.4013
B2μ2=0.2528+0.1523i1+0.1205i2+0.1512i3+0.3232j0.4240
B3μ3=0.4340+0.2780i1+0.1528i2+0.0824i3+0.0528j0.5132
B4μ4=0.9733+0.0059i1+0.0030i2+0.0059i3+0.0119j0.0148
B5μ5=0.7240+0.1580i1+0.0748i2+0.0316i3+0.0116j0.2644

Table 8

Comparison of evaluation results of different models"

评价模型安全等级安全状态
模糊多元联系度Ⅱ级较安全
AHP-TOPSISⅡ级较安全
FAHPⅡ级基本安全
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