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Gold Science and Technology ›› 2020, Vol. 28 ›› Issue (1): 105-111.doi: 10.11872/j.issn.1005-2518.2020.01.043

• Mining Technology and Mine Management • Previous Articles     Next Articles

Roadway Edge Detection Algorithm Based on RANSAC in Underground Mine

Lin BI1,2(),Changming DUAN1,2(),Zhuli REN1,2   

  1. 1.School of Resources and Safety Engineering,Central South University,Changsha 410083,Hunan,China
    2.Center of Digital Mine Research,Central South University,Changsha 410083,Hunan,China
  • Received:2019-05-05 Revised:2019-09-17 Online:2020-02-29 Published:2020-02-26
  • Contact: Changming DUAN E-mail:Mr.BiLin@163.com;Changming_duan@163.com

Abstract:

Because the working environment of underground LHD(load-haul-and-dump-machine)is very bad,and with the increase of mining depth in underground mines,the realization of underground unmanned LHD is of great significance for ensuring the safety and health of workers and improving the production efficiency of mining enterprises.Navigation and positioning of LHD is one of the difficulties in the research of unmanned LHD.At present,the navigation technology of underground LHD mainly includes plan-based metric navigation and reactive navigation.The reactive navigation technology has the advantages of low cost and low computation.The former reactive navigation technology mainly relies on adding beacons manually,it has the shortcomings of high cost and poor adaptability.The roadway edge is an important natural beacon perception information,which has natural advantages compared with the artificial beacon.Foreign scholars had applied it to the reactive navigation system of underground LHD and achieved good navigation effect.However,they only did the research on the detection of the roadway edge in the straight roadway,no further discussion on the detection of roadway edge in more complex underground environments.Therefore,a more applicable roadway edge detection algorithm is proposed in this paper.This method is based on two-dimensional laser scanning information and random sampling consistency (RANSAC).The flow chart of the algorithm is as follows:Firstly,the curvature of each laser point in the laser point cloud is calculated,according to the curvature threshold,the laser point cloud data are divided into several regions.RANSAC algorithm is used to extract the roadway edges from each region.Then,the roadway edges are filtered according to the heading angle of the LHD and the design criteria of the roadway.Lastly,the laser point cloud data contained in the remaining roadway edges is merged,and the final roadway edges is generated by RANSAC algorithm again.This article simulated the laser data of six underground mine roadway scenarios,and these six sets of data included typical scenes from simple to complex in underground mine.The experiment was based on MATLAB,and the experimental results were analyzed from the aspects of parallelism,proportion of interior points,fit degree with heading angle,visual display and so on.The calculated results show that the reliability of the extracted roadway edges is more than 96%,and the visual results are in line with the actual situation.This method can detect roadway edge in various scenarios of underground mines,and has high robustness,the roadway edge detection algorithm can play an important technical support role in the reactive navigation of underground LHD,and is of great significance to the realization of the unmanned underground LHD.

Key words: underground LHD, lidar, random sampling consistency, roadway edge detection, reactive navigation, underground mine

CLC Number: 

  • TD525

Fig.1

Roadway edge detection process based on RANSAC"

Fig.2

Laser point cloud data set"

Fig.3

Effect map of roadway edge extraction"

Table 1

Reliability analysis of roadway edge(%)"

数据集序号平行度与航向角契合度内点占比总体可靠度
平均值97.4598.3496.1697.32
(a)99.4399.2394.5097.72
(b)93.0197.78100.0096.93
(c)97.7296.7495.3196.59
(d)97.3399.2294.9097.15
(e)98.7197.7992.2596.25
(f)98.5199.31100.0099.27

Table 2

Operating time of algorithm"

数据集序号解算时间/ms
平均值72.51
(a)68.46
(b)53.74
(c)76.74
(d)89.47
(e)64.51
(f)82.12

Table 3

Reliability of roadway edge extracted from different angle resolution data"

数据集序号巷道边线可靠度/%
1×角度2×角度3×角度
(a)97.7297.7796.39
(b)96.9392.5093.05
(c)96.5997.3795.74
(d)97.1599.1497.11
(e)96.2595.1796.06
(f)99.2791.2393.85

Table 4

Variance analysis of experimental date"

方差来源平方和自由度均方F
总和69.05517
数据角度分辨率11.72325.8621.579
不同井下场景20.19854.0401.088
随机误差37.134103.713
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