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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Historical analysis indicates seepage control on initiation of meandering
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Historical analysis indicates seepage control on initiation of meandering

机译:历史分析表明,在蜿蜒开始时进行了渗流控制

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In analytical and numerical models of river meandering, initiation of meandering typically occurs uniformly along the streamwise coordinate in the channel. Based on a historical analysis of the Nierskanaal, here we show how and under which circumstances meandering has initiated in isolated sections of a channel. The Nierskanaal was constructed by the end of the 18th century, as a straight channel between the river Niers and the river Meuse. The purpose of this measure was to reduce flood risk in the downstream reaches of the river Niers. The banks on the Dutch part of the channel were left unprotected and developed into a morphodynamically active channel, featuring a meandering planform and valley incision. The planform development and incision process is analysed using topographic maps and airborne LiDAR data. Meandering initiated in three sections of the channel, where the channel sinuosity developed asynchronously. Sedimentary successions in the study area show layers of iron oxide, indicating groundwater seepage from aeolian river dunes and river deposits located nearby. Only at the spots where meandering has initiated iron oxide is found close to the surface level. This provides a clue that seepage triggered bank erosion by increasing moisture content of the banks. The isolated meandering sections expanded in the longitudinal direction. Valley incision has developed in the first decades after the construction of the channel, and diminished after a gravel layer was reached. Gravel was deposited in the downstream half of the channel bed, acting as an armouring layer. The spatial variation in meandering behaviour, as observed in the Nierskanaal, justifies efforts to implement the influence of floodplain heterogeneity and the effect of seepage on bank erosion in meander models.
机译:在河流曲折的分析和数值模型中,曲折的开始通常沿河道中的水流坐标均匀发生。在对尼尔斯卡纳尔人的历史分析的基础上,我们在此展示了如何以及在何种情况下在通道的孤立区域中开始蜿蜒。尼尔斯卡纳尔广场(Nierskanaal)建于18世纪末,是尼尔斯河和默兹河之间的直道。该措施的目的是减少尼尔斯河下游的洪水风险。通道荷兰部分的河岸未受到保护,发展为形态动力学活跃的通道,具有蜿蜒的平面形和山谷状切口。使用地形图和机载LiDAR数据分析了平台的开发和切割过程。蜿蜒在通道的三个部分开始,通道的弯曲度是异步发展的。研究区的沉积演替显示出氧化铁层,表明风沙丘和附近河床的地下水渗入。仅在弯曲开始引起氧化铁的位置附近才发现表面。这提供了一个线索,即渗漏通过增加堤岸的水分含量而触发堤岸侵蚀。孤立的弯曲部分在纵向上扩展。在河道建设后的最初几十年中,山谷切口已经发展起来,到达砾石层后山谷切口逐渐减少。碎石沉积在通道床的下游一半,作为铠装层。如在尼尔斯卡纳尔(Nierskanaal)中所观察到的,曲折行为的空间变化证明了在曲折模型中努力实施洪泛区非均质性和渗流对河岸侵蚀的影响的合理性。

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