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Hydraulic and thermal response of groundwater-surface water exchange to flooding in an experimental aquifer

机译:实验含水层中地下水-地表水交换对洪水的水力和热响应

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The effects of flooding on interactions between streams and shallow aquifers are poorly studied due to the unpredictable nature of flooding events. This study examines groundwater-surface water interactions in a constructed experimental meander over several simulated flood events using hydrologic and thermal monitoring. Detailed steady-state hydraulic head measurements were taken of the stream surface and in 59 piezometer nests during baseflow, bankfull flow, and overbank flooding conditions, allowing for three-dimensional hydrologic characterization. Additionally, a lithium tracer test was conducted, and pressure transducers and thermistors were deployed to capture transient behavior. Results demonstrate extensive coupling between the stream and adjacent alluvial aquifer under all discharge conditions. Water table elevation responds rapidly to changes in stream stage and re-equilibrates to order of magnitude increases in discharge within about 1. h. Though flooding elevates the water table, steady-state hydraulic gradients within the meander are independent of stream stage. This results from the flow boundary condition imposed by the stream, which deepens in response to flooding but has a slope that is essentially independent of discharge. In addition to the stream boundary, flow within the meander is also controlled by loss of stream water to the subsurface, which directs hydraulic gradients towards the base of the meander. Finally, the temperature distribution within the meander during normal and bankfull flow mimics the water table distribution and results from advected warm stream water being progressively cooled by vertical conduction in the direction of groundwater flow. These findings suggest that areas of high reaction rates within meanders (hot spots) will be sensitive to whether a stream reach is gaining or losing water to the subsurface. Further, the location of these hot spots of is likely independent of stream stage, though other controls on reaction rates may be affected.
机译:由于洪水事件的不可预测性,对洪水对溪流和浅层含水层之间相互作用的影响的研究很少。这项研究使用水文和热力监测方法,在几次模拟洪水事件中,通过人工实验曲折方法研究了地下水与地表水之间的相互作用。在基流,满溢流量和过溢洪水条件下,对河流表面和59个压差计巢中进行了详细的稳态水力压头测量,从而可以进行三维水文表征。此外,进行了锂示踪剂测试,并部署了压力传感器和热敏电阻来捕获瞬态行为。结果表明,在所有排放条件下,河流与相邻冲积含水层之间都存在广泛的耦合。地下水位的升高对河流水位的变化做出快速响应,并在约1小时内重新平衡,使流量增加。尽管洪水会抬高地下水位,但河道内的稳态水力梯度与水位无关。这是由河流施加的流动边界条件引起的,该边界条件会因洪水而加深,但其斜率基本上与流量无关。除溪流边界外,弯道内的水流还受到溪水向地下的损失的控制,这将水力梯度引向弯道的底部。最终,在正常流量和堤岸流量期间,弯道内的温度分布模拟了地下水位的分布,其原因是平流的温水通过垂直传导沿地下水流的方向逐渐冷却。这些发现表明,在弯道(热点)内高反应速率的区域将对河流到达的是在地下获取水还是在失去水敏感。此外,这些热点的位置可能与物流阶段无关,尽管可能会影响反应速率的其他控制。

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