Fritz Brad G, Arntzen Evan V
Pacific Northwest National Laboratory, 902 Battelle Blvd., Richland, WA 99354, USA.
Ground Water. 2007 Nov-Dec;45(6):753-60. doi: 10.1111/j.1745-6584.2007.00365.x.
Measurement of ground water/surface water interaction within the hyporheic zone is increasingly recognized as an important aspect of subsurface contaminant fate and transport. Understanding the interaction between ground water and surface water is critical in developing a complete conceptual model of contaminant transport through the hyporheic zone. At the Hanford Site near Richland, Washington, ground water contaminated with uranium discharges to the Columbia River through the hyporheic zone. Ground water flux varies according to changes in hydraulic gradient caused by fluctuating river stage, which changes in response to operation of dams on the Columbia River. Piezometers and continuous water quality monitoring probes were installed in the hyporheic zone to provide long-term, high-frequency measurement of hydraulic gradient and estimated uranium concentrations. Subsequently, the flux of water and uranium was calculated for each half-hour time period over a 15-month study period. In addition, measurement of water levels in the near-shore unconfined aquifer enhanced the understanding of the relationship between river stage, aquifer elevation, and uranium flux. Changing river stage resulted in fluctuating hydraulic gradient within the hyporheic zone. Further, influx of river water caused lower uranium concentrations as a result of dilution. The methods employed in this study provide a better understanding of the interaction between surface and ground water in a situation with a dynamically varying vertical hydraulic gradient and illustrate how the combination of relatively standard methods can be used to derive an accurate estimation of water and contaminant flux through the hyporheic zone.
测量潜流带内的地下水与地表水相互作用,日益被视为地下污染物归宿和运移的一个重要方面。了解地下水与地表水之间的相互作用,对于建立一个完整的污染物通过潜流带运移的概念模型至关重要。在华盛顿州里奇兰附近的汉福德场地,受铀污染的地下水通过潜流带排入哥伦比亚河。地下水流通量会随着河流水位波动引起的水力梯度变化而变化,而河流水位的变化则响应于哥伦比亚河上大坝的运行情况。在潜流带安装了测压管和连续水质监测探头,以提供水力梯度和估算铀浓度的长期高频测量数据。随后,在为期15个月的研究期间,计算了每个半小时时间段内的水通量和铀通量。此外,对近岸无压含水层水位的测量,加深了对河流水位、含水层高程与铀通量之间关系的理解。河流水位变化导致潜流带内的水力梯度波动。此外,河水的流入由于稀释作用导致铀浓度降低。本研究中采用的方法,能更好地理解在垂直水力梯度动态变化情况下地表水与地下水之间的相互作用,并说明了如何结合相对标准的方法来准确估算通过潜流带的水通量和污染物通量。