Identification of theoretical parameters used to forecast underground mining impacts to implement long-terms forecasts of underground mining impacts – case study

M. Kruczkowski
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Abstract

The paper is a case study of ground surface subsidence induced by a long-term mining of hard coal. Knothe prediction model is commonly used in Poland as a technique for prediction of the subsidence-related deformation of ground surface. The presented issue is related to assumptions about the value of the theory parameters in long-term forecasts on the impact of mining on the surface, which are included in the mine development plan. Incorrectly selected values can significantly influence the quality of deformation forecasts. The calculations presented in the article were made for the area where the exploitation of six coal seams lasted more than thirty years. At the same time, deformations of the surface were observed by means of geodetic measurements. Based on the subsidence curves of the observation line points over time, three periods of rock movement decrease were determined. The range of mining operations was determined for the periods of decreased rock movements. The parameters of Knothe’s model were identified on the basis of geodetic measurements for extracted coal seams. Parametric calculations were made for the increasing range of mining operations and for the ranges of operation between subsequent decreases in the movements of the rock mass. Identification of the parameters of the theory thus made it possible to trace changes in the parameter values for different mining ranges. Significant changes were noted for the parameter describing the dispersion of influence (tanβ), while changes in the coefficient of roof control are not significant and their value becomes stable after some time. As the extent of the mining exploitation was increasing, its influence on both parameters (tangent of angle of major influence – tanβ and coefficient of roof control ‘a’) were evaluated. The changes of tanβ values were found to be significant whereas the changes of the ‘a’ coefficient value are negligible and its value seems to be constant after the initial stage of mining.
确定用于预测地下开采影响的理论参数,以实现地下开采影响的长期预测-案例研究
本文以长期开采硬煤引起的地表沉降为例进行了研究。Knothe预测模型是波兰常用的一种预测地表沉降相关变形的技术。所提出的问题是关于采矿对地表影响的长期预测中理论参数值的假设,这些假设包括在矿山开发计划中。不正确选择的数值会严重影响变形预测的质量。文中的计算是针对六个煤层开采超过三十年的地区进行的。同时,用大地测量的方法观察了表面的变形。根据观测线点随时间的沉降曲线,确定了岩石移动减小的三个阶段。采矿作业的范围是根据岩石运动减少的时期确定的。在采出煤层大地测量的基础上,确定了Knothe模型的参数。对采矿作业的增加范围和随后岩体移动减少之间的作业范围进行了参数计算。因此,对理论参数的识别使得追踪不同采矿范围参数值的变化成为可能。影响分散参数tanβ变化显著,顶板控制系数变化不显著,一段时间后趋于稳定。随着开采程度的增加,评价了其对主影响角正切tanβ和顶板控制系数a的影响。tanβ值的变化显著,而a系数值的变化可以忽略不计,在采矿初期后其值似乎保持不变。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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