Moisture Movement Analyses for Coal Stockpiles

IF 0.3 Q4 ENGINEERING, GEOLOGICAL Australian Geomechanics Journal Pub Date : 2022-09-01 DOI:10.56295/agj5731
J. Eckersley
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Abstract

Flowslides and stability issues have occurred periodically within stockpiles of coking (metallurgical) coal at coal processing plants and export terminals in Queensland’s Bowen Basin, and to a lesser degree in New South Wales, since the early 1970s. A description of the issue and summary of research at James Cook University from 1973 to 2000 was published in ACARP Report C4057. Despite this work, coal stockpile flowslides remain a significant risk at mine and port stockpiles due to their initiation without warning and dramatic consequences. To be able to adequately model the redistribution of moisture that leads to collapse of a stockpile and then conduct realistic stability analyses for design of preventative measures remains an elusive prospect. This paper therefore updates the previous work with results from SEEP/W transient seepage modelling within a 12m high 14,700 tonne coal stockpile constructed at Hay Point in late 1991 for which initial moisture content, pore pressures at the stockpile base, outflows from subsoil drains and final density and moisture profiles were measured. The model was based on results of laboratory permeability and column drainage tests on specimens taken from a composite bulk sample obtained at the time of stockpile construction. The coking coal product was from an operation with a known history of stockpile instability. Results were found to correspond well with pore pressures measured at the stockpile base and the stockpile’s final moisture profile provided account was taken of a thin higher permeability zone just above the subgrade. The approach adopted and parameters developed provide a significant advance in modelling of moisture movements within production coal stockpiles, with a view to subsequent slope stability analyses.
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煤炭库存水分运动分析
自20世纪70年代初以来,昆士兰州Bowen盆地的煤炭加工厂和出口码头的炼焦(冶金)煤库存定期发生流滑和稳定性问题,新南威尔士州的情况较轻。ACARP报告C4057对1973年至2000年詹姆斯库克大学的问题进行了描述和研究总结。尽管进行了这些工作,但煤矿和港口库存的煤炭流动仍然存在重大风险,因为它们的发生没有预警,后果严重。能够充分模拟导致储存崩溃的水分再分配,然后为设计预防措施进行现实的稳定性分析,仍然是一个难以实现的前景。因此,本文用SEEP/W瞬态渗流模型的结果更新了以前的工作,该模型是在1991年底在Hay Point建造的一个12米高的14,700吨煤库中进行的,其中测量了初始水分含量,储存基地的孔隙压力,底土排水口的流出量以及最终密度和水分剖面。该模型是基于实验室渗透性和柱排水试验的结果,这些试验是从库区建设时获得的复合散装样品中提取的。炼焦煤产品来自一个已知有库存不稳定历史的操作。如果考虑到路基上方有一个较薄的高渗透性区,结果发现与在库区底部测量的孔隙压力和库区的最终水分剖面很好地对应。所采用的方法和所制定的参数在模拟生产煤库内的水分运动方面取得了重大进展,以便进行随后的边坡稳定性分析。
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来源期刊
Australian Geomechanics Journal
Australian Geomechanics Journal ENGINEERING, GEOLOGICAL-
CiteScore
0.40
自引率
0.00%
发文量
1
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