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The role of eddies in solute transport and recovery in rock fractures: Implication for groundwater remediation

机译:涡在岩石裂缝中溶质运移和恢复中的作用:对地下水修复的意义

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摘要

A better understanding of solute transport and retention mechanism in rock fractures has been challenging due to difficulty in their direct observations in microscale rough-walled fractures. Six representative troughs in a rough-walled fracture were selected for microscale observations of eddy formation with increasing flow velocity and its effect on spatiotemporal changes of solute concentration. This experimental study was enabled by a microscale visualization technique of micro particle image velocimetry. With increasing flow velocity (Re <= 2.86), no eddies were generated, and solutes along the main streamlines transported rapidly, whereas those near the wall moved slowly. A larger amount of solutes remained trapped at all troughs at Re=2.86 than Re < 1. For Re=8.57, weak eddies started to be developed at the troughs on the lee side, which little contributed to overall solute flushing in the fracture. Accordingly, a large of amount of water was needed for solute flushing. The flow condition of 1 < Re < 10, before a full development of eddies, was least favourable in terms of time and amount of remediation fluid required to reach a target concentration. After large eddies were fully developed at troughs on the lee side for Re = 17.13, solutes were substantially reduced by eddies with less amount of water. Fully developed eddies were found to enhance solute transport and recovery, as opposed to a general consensus that eddies trap and delay solutes. Direct inflow into troughs on the stoss side also made a great contribution to solute flushing out of the troughs. This study indicates that fully developed eddies or strong inflows at troughs are highly possible to form for Re > 10 and this flow range could be favourable for efficient remediation.
机译:由于很难直接观察微尺度粗糙壁裂缝中的岩石,因此对岩石裂缝中的溶质运移和固位机理的更好的理解一直具有挑战性。选择了粗糙壁裂缝中的六个代表性槽,用于微观观察涡流随流速的增加及其对溶质浓度的时空变化的影响。这项实验研究是通过微尺度图像测速技术实现的。随着流速的增加(Re <= 2.86),没有产生涡流,沿主流线的溶质迅速迁移,而靠近壁的溶质则缓慢迁移。在Re = 2.86时,与Re <1相比,更多的溶质保留在所有波谷中。对于Re = 8.57,在背风侧的波谷中开始形成弱涡流,这对裂缝中的整体溶质冲洗几乎没有贡献。因此,溶质冲洗需要大量的水。在涡流完全发展之前,1 10时,极有可能形成充分发育的涡流或在槽中强烈流入,并且该流量范围可能有利于有效修复。

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