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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Impact of groundwater flow on meandering; example from the Geul River, The Netherlands
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Impact of groundwater flow on meandering; example from the Geul River, The Netherlands

机译:地下水流量对弯曲的影响;来自荷兰的盖尔河的例子

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The Geul River, located in the south-eastern part of The Netherlands, is a meandering river with a planform shape characterized by large loops consisting of multiple bends. We evaluate the effect(s) of groundwater How on the shapes of meanders as a possible explanation for the multi-bend loops, using a combined meandering-ground water computer model. In the model seeping groundwater enhances bank erodibility. Based on the simulation results, we present a conceptual, generalized model for groundwater-meandering interaction, based on wavelength selection and fixation effects. Wavelength selection occurs because of the positive feedback between growing meander bends and groundwater flow patterns and velocities. The promoted wavelengths have the same spatial scale as the groundwater How system in the aquifer underlying the floodplain. In the case of the Geul River these wavelengths are of the order of 100 m. Since groundwater How velocities are largest close to the recharging hill-slopes, the seepage-enhanced bank erodibilities are at a maximum near the floodplain limits. At these locations the difference in erodibility between banks facing the floodplain and those facing the hill slopes is large, so it is difficult for the river to migrate away from the floodplain limits. This causes long stretches of the river to be aligned along the floodplain limits, which we term a fixation effect. This mechanism best explains the multi-bend loops of the Geul River. The general interaction between groundwater flow and meandering is site specific since it depends on climatic, fluvial and hydrogeological parameters. The Geul is characterized by a wide floodplain and steep hill-slopes, and it is underlain by coarse-grained deposits with good aquifer properties, favoring an important groundwater system. Since this kind of river frequently occurs, our results could apply to many other river systems. Copyright (c) 2008 John Wiley & Sons, Ltd.
机译:盖尔河位于荷兰的东南部,是一条蜿蜒的河流,呈平面状,特征是由多个弯头组成的大圈。我们使用组合的曲折地下水计算机模型,评估地下水如何对曲折形状产生影响,作为多弯回路的可能解释。在该模型中,渗入地下水可增强河岸的可蚀性。基于模拟结果,我们基于波长选择和固定效应,提出了一种概念化的地下水-弯道相互作用的通用模型。之所以选择波长,是因为弯弯曲曲的弯曲与地下水流动模式和速度之间存在正反馈。提升的波长具有与洪泛区下面的含水层中的地下水How系统相同的空间尺度。在吉尔河的情况下,这些波长约为100 m。由于地下水的流速在补给的山坡附近最大,因此防洪堤的渗流能力在洪泛区极限附近最大。在这些位置,面对洪泛区的河岸和面对山坡的河岸之间的侵蚀性差异很大,因此河流很难脱离洪泛区的界限。这导致河流的漫长沿洪泛区界限对齐,我们称其为固定效应。这种机制最好地解释了杰尔河的多弯道。地下水流量与蜿蜒曲折之间的一般相互作用是针对特定地点的,因为它取决于气候,河流和水文地质参数。盖尔(Geul)具有宽阔的洪泛区和陡峭的山坡,其下垫有具有良好含水层性质的粗粒沉积物,有利于重要的地下水系统。由于这种河流经常发生,因此我们的结果可以应用于许多其他河流系统。版权所有(c)2008 John Wiley&Sons,Ltd.

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