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量化城市河流-含水层流体交换过程:一个多尺度问题。

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

作者信息

Ellis Paul A, Mackay Rae, Rivett Michael O

机构信息

School of Geography, Earth and Environmental Sciences, University of Birmingham, Birmingham B15 2TT, UK.

出版信息

J Contam Hydrol. 2007 Apr 1;91(1-2):58-80. doi: 10.1016/j.jconhyd.2006.08.014. Epub 2006 Dec 19.

Abstract

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.

摘要

通过长期实地监测以及对英国伯明翰市下方无压三叠纪砂岩含水层中7公里长的塔姆河河段进行详细建模,对城市环境中的地下水 - 河流交换进行了研究。实地调查和数值模拟已在从米到公里尺度以及从事件(每小时)到多年时间尺度的一系列空间和时间尺度上完成。目的是量化控制含水层 - 河流界面混合过程的时空水流分布,这些过程会影响这条城市化河流潜流带中的化学活性。潜流带被定义为河水与含水层水进行物理混合的区域。结果突出了控制流体交换分布的多尺度因素,这些因素影响城市河流与地下水之间混合带的厚度以及地下水通过河床的流动模式。发现城市河床和相邻河岸沉积物的形态对河流与地下水界面处混合带的形成具有特别重要的影响。还发现河流中的压力瞬变会对河床物质中的速度分布产生影响。显著混合区域似乎与最大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潜流带的实际修复能力。

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