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Quantifying urban river-aquifer fluid exchange processes: A multi-scale problem

机译:量化城市河流-含水层流体交换过程:一个多尺度问题

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Groundwater-river exchanges in an urban setting have been investigated through long term field monitoring and detailed modelling of a 7 km reach of the Tame river as it traverses the unconfined Triassic Sandstone aquifer that lies beneath the City of Birmingham, UK. Field investigations and numerical modelling have been completed at a range of spatial and temporal scales from the metre to the kilometre scale and from event (hourly) to multi-annual time scales. The objective has been to quantify the spatial and temporal flow distributions governing mixing processes at the aquifer-river interface that can affect the chemical activity in the hyporheic zone of this urbanised river. The hyporheic zone is defined to be the zone of physical mixing of river and aquifer water. The results highlight the multi-scale controls that govern the fluid exchange distributions that influence the thickness of the mixing zone between urban rivers and groundwater and the patterns of groundwater flow through the bed of the river. The morphologies of the urban river bed and the adjacent river bank sediments are found to be particularly influential in developing the mixing zone at the interface between river and groundwater. Pressure transients in the river are also found to exert an influence on velocity distribution in the bed material. Areas of significant mixing do not appear to be related to the areas of greatest groundwater discharge and therefore this relationship requires further investigation to quantify the actual remedial capacity of the physical hyporheic zone.
机译:通过长期田野监测和对7公里的Tame河流经英国伯明翰市下方的无限制三叠纪砂岩含水层进行了详细的模型研究,研究了城市环境中的地下水-河流交换。从米到公里,从事件(每小时)到多年的时间尺度,已经在一系列时空尺度上完成了田野调查和数值模拟。目的是量化控制在含水层-河流界面处的混合过程的时空流量分布,该分布过程可能会影响该城市化河流下流带的化学活性。流变区被定义为河流和含水层水的物理混合区。结果突出显示了用于控制流体交换分布的多尺度控制,这些流体交换分布影响城市河流和地下水之间的混合区域的厚度以及流经河床的地下水的模式。发现城市河床和邻近河岸沉积物的形态对发展河流与地下水之间界面的混合带特别有影响。还发现河流中的压力瞬变会影响床层材料中的速度分布。大量混合的区域似乎与最大的地下水排放区域无关,因此,这种关系需要进一步研究以量化物理性低渗带的实际修复能力。

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