rill stope
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Firstly, the stope vacancy was monitored using CMS, taking cavity measured data as foundation, cavity three-dimensional model of the stope opening was created using Surpac software and gain the stope three-dimensional configuration and the actual boundary accurately. Then, the stope designed model and ore-rock interface digital terrain model were established according to the stope design material. Finally, using ore-rock interface DTM to cut cavity model or through Boolean calculation among the models, ore remains, mining total volume, mullock, backfilling, pure ore and dilution rate of stope N3-4 were calculated accurately, thus the large-scale stope mining index visible calculation was realized effectively.
采用CMS探测三维采场空区,以空区实测数据为基础运用Surpac构建采空区三维可视化模型,获取采场空区的三维形态和实际边界;运用采场设计资料,建立采场回采设计模型及矿岩边界模型,通过模型间的布尔运算,计算出采场存留矿量、回采总体积、采下废石量、采下充填体量、采下纯矿石量、回采总量及回采贫化率等,从而有效地实现了大规模采场回采指标的可视化计算。
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The results indicate that the main erosion type is sheet ero-sion at the beginning of the rainfalls, and serious erosion happens after rill erosion appears. Accumulated sheet and rill erosion amount increases with the rainfalls time. The percentage of sheet erosion amount decreases and rill erosion percent-age increases with time. At the end of the rainfalls, the total rill erosion amounts are 4.3 and 5 times more than sheet ero-sion.
研究结果表明,降雨初期坡面以面蚀为主,细沟出现后,坡面侵蚀将加快加剧;随着降雨时间的延续,累积面蚀量和细沟累积侵蚀量都将逐渐增加,后者的增加速率大于前者,面蚀所占总侵蚀量的百分比随降雨时间呈曲线形式逐渐递减,细沟侵蚀则逐渐增加;试验结束时细沟侵蚀量分别为面蚀量的4—5倍。
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Quantitatively studying on the change of accumulated sheet and rill erosion amounts.Sheet erosion rate firstly gradually increased, then rapidly increased and finally remained stable with the rainfalls time, but the rill erosion rate increased more quickly than sheet erosion rate and the value of rill erosion rate was higher than of sheet erosionrate.
定量分析了次降雨条件下累积面蚀量、细沟累积侵蚀量及面蚀率、细沟侵蚀率随时间的变化在试验条件下,随着降雨的进行,坡面面蚀率先缓慢增加趋势后基本保持稳定,而细沟侵蚀率具有随降雨时间急剧增加现象。
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filled rill stope:充填测向采掘
"fill up shoe","自动补泥鞋" | "filled rill stope","充填测向采掘" | "filled stopes","已填工作面 ; 充填工作面"