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Passive Seismic Imaging for Determination of the Longwall Rear Abutment Location

机译:被动地震成像确定长壁后基台位置

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Few studies have been conducted regarding the location, movement, and relative magnitude of the rear abutment of a longwall coal mine. The rear abutment, or the abutment pressure arch in the gob area, is controlled primarily by the quality of pack of the gob; the more compacted the gob is, the larger the stress would be theoretically. While there is no definitive location for the rear abutment, early studies showed that it could be located as far back in the gob as 300 m (1,000 ft). Like the location of the rear abutment, there has been little research conducted and very few answers as to the exact magnitude of the rear abutment load. Due to the fact that the rear abutment has been studied considerably less than the front or side abutment, the need for further studies is evident. From a ground control standpoint, the location and magnitude of a rear abutment could reveal information on the caving process associated with longwall mining, such as when the initial cave could be expected to occur in future panels. Besides the possible importance of the rear abutment from a ground control perspective, evidence related to the longwall rear abutment could be vital from a ventilation standpoint. The peak rear abutment location could serve as an area for harmful gases, such as methane, to accumulate because forcing air through repacked rock is more difficult than through loose rock. The objective of this study is to determine whether passive seismic tomography could image the location, movement, and relative magnitude of the rear abutment as the longwall face retreated, in addition to the forward abutment and gob. The results of a passive seismic imaging study at a western US longwall show evidence for the location, movement, and relative magnitude of a rear abutment. A clear zone of highly-stressed strata is shown where the forward abutment is expected and a low-velocity, damaged zone is shown behind the face where the gob is located. These two zones retreat with the face over a three-week period. In addition, the images show a return to stress levels behind the gob that are slightly higher than overburden stress levels, which is presumably the rear abutment. This occurs at a distance behind the face that is approximately the same as the face width for this mine. We can conclude that passive seismic imaging can be used to identify the location, movement, and relative magnitude of the rear abutment of a longwall mine. This conclusion is dependent on the use of appropriate data collection and processing methods. The information provided can benefit the both ground control and ventilation engineers as they strive to improve the safety and efficiency of longwall mines. The knowledge associated with the rear abutment of a longwall could not only help increase production through proper initial planning and reduce down time, but it could also make positive strides in improving the overall safety surrounding a longwall raining operation.
机译:关于长壁煤矿的后桥台的位置,移动和相对大小的研究很少。料滴区域中的后基台或基台压力拱主要由料滴的包装质量控制。料滴越紧密,理论上的应力就会越大。虽然没有明确的后方支座位置,但早期研究表明,它可以位于采空区的最远300 m(1,000 ft)。像后基台的位置一样,关于后基台载荷的确切大小进行的研究很少,回答也很少。由于对后基台的研究比前基台或侧基要少得多,因此有必要进行进一步研究。从地面控制的角度来看,后基台的位置和大小可以揭示与长壁开采相关的崩落过程的信息,例如何时可能在未来的面板中出现最初的洞穴。从地面控制的角度来看,除了后支座的重要性外,从通风的角度来看,与长壁后支座有关的证据也很重要。后方峰值位置可能是积聚有害气体(例如甲烷)的区域,因为迫使空气通过重新堆积的岩石比通过疏松的岩石更加困难。这项研究的目的是确定被动式地震层析成像是否可以对长壁面撤回时的后基台的位置,运动和相对大小进行成像,此外还包括前基台和料滴。在美国西部长壁进行的被动地震成像研究的结果显示了后基台的位置,移动和相对大小的证据。图中显示了一个高应力地层的清晰区域,在该区域中预期会出现前向基台,而在采空区所在面的后面显示了一个低速,受损区域。在三个星期的时间内,这两个区域随着面部而后退。此外,图像还显示了采空区后的应力水平返回的压力水平略高于上覆土的应力水平,后者可能是后基台。这发生在工作面后面一定距离处,该距离大约与该矿井的工作面宽度相同。我们可以得出结论,被动地震成像可用于识别长壁矿井后桥台的位置,运动和相对大小。该结论取决于适当数据收集和处理方法的使用。所提供的信息可以使地面控制和通风工程师都受益,因为他们努力提高长壁开采的安全性和效率。与长壁后基台相关的知识不仅可以通过适当的初步计划来帮助提高产量并减少停机时间,而且还可以在改善长壁下雨作业的总体安全性方面取得积极进展。

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