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Subglacial blowouts in western Canada: insights into extreme meltwater pressures and hydrofracturing

机译:加拿大西部底污水爆炸:洞察极端熔融压力和水力安全性

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摘要

>This study interprets deformations of indurated 10s of metres thick bedrock strata by subglacial meltwater pressures at maximum levels, resulting in types of hydrodynamic structures not previously recognized. The structures provide insights into the range of extreme pressures possible with the backup of meltwaters sufficient to deform multi‐metre thick indurated beds, unlike elsewhere. Subglacial meltwater flows into the subsurface below the 50–100?m thick bitumen platform aquiclude of the Cretaceous Athabasca Oil Sands deposit were driven by the hydraulic head of the 1.5‐km‐thick Laurentide Ice Sheet. These meltwaters over‐pressured the regional Devonian aquifer waters, but the low permeability of the aquifer below the site of the Muskeg River Mine was insufficient to accommodate the voluminous influxes of subglacial meltwater. The resulting meltwater flows backed‐up, resulting in elevating aquifer pressures to maximum levels along the margins of the underlying Devonian Keg River reef mound and within water‐saturated Cretaceous sand beds offset to the east. The meltwater pressure build to extreme levels hydrofractured strata at sites along the margins of the Keg River mound preconditioned by dissolution‐induced subsidence in underlying salt beds. Release of the confining pressure upon withdrawal of the Laurentide Ice Sheet resulted in 45‐m‐high open blowout structures that punctured the bitumen platform at sites above the northern margin of the Keg River mound. Other blowout chimney sites above the southern margin of the mound were plugged because of insufficient pressure build to clear vents of all ejecta. Concurrently, pressured meltwater flows along the eastern margin resulted in dykes that cross‐cut and buckled Devonian limestone beds. Some dykes extended into overlying water‐saturated unconsolidated Cretaceous sand beds, channelling pressured water and hydroplastic mudflows that dissipated the extreme meltwater flow pressures and prevented puncturing of the overlying bitumen platform. These unusual deformation structures in western Canada resulted from catastrophic failure of hydrofractured rock zones responding to extreme meltwater pressures, in contrast to unconsolidated sediment deformations resulting from only moderately elevated meltwater pressures commonly observed elsewhere.
机译: 本研究通过最大水平的沉淀熔融压力来解释沉积10S厚度较厚的基岩地层的变形,导致先前未识别的流体动力学结构类型。与其他地方不同,熔融浇水器的备用备用,该结构在可能的熔体备用中提供极端压力范围。子污染熔融水流入50-100?M厚的沥青平台水管水管沉积物的底部底部,由1.5公里厚的劳伦德冰盖的液压头驱动。这些融化器过度压迫了地区郡稻草水域,而是斯米尔科河矿场下方的含水层的低渗透性不足以适应沉淀熔融水的巨大涌入。由此产生的熔融水流备份,导致沿着底层德文郡Keg河礁土墩的边缘和向东抵消水饱和的白垩砂床中的含水层压力至最高水平。熔融水压力为沿着桶河土墩的边缘地区的极端水平水平水平,通过溶出引起的盐床沉降。释放在劳伦德冰盖的撤离时释放压力,导致45米高的开放式井喷结构,将沥青平台刺破在吉尔河堆北边缘上方的网站上。其他井喷烟囱网站上方的南部边缘被堵塞,因为压力不足以清除所有喷射物的透明通风口。同时,沿东部边缘的压力熔融水流导致德克斯横切和扣牧师石灰岩床。一些堤坝延伸到覆盖的水饱和未溶解的白垩晶床中,引导压力水和水塑料泥流,使极端熔喷流动压力消散并防止覆盖沥青平台的穿刺。加拿大西部的这些不寻常的变形结构因响应于极端熔体压力的水性裂缝岩石区域而导致灾难性的失效,与在别处的中等升高的熔融压力中产生的未溶解的沉积物变形相反。

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