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Channel morphology and flow structure of an abandoned channel under varying stages

机译:不同阶段废弃河道的河道形态与流动结构

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摘要

Abandoned channels are those channels left behind as meandering rivers migrate over their floodplains and remain among the most enigmatic features of the riverscape, especially related to their hydraulics and geomorphology. Abandoned channels are being considered and implemented as restoration and rehabilitation strategies for large rivers but we do not yet have a sound understanding of their hydromorphodynamics. The overall objectives of this work were to assess the bed morphology and flow structure of a large, dynamically connected abandoned channel (e.g., the channel is inundated during annual or decadal floods through bank overflow) under varying stages. Here we document the hydromorphodynamics of an abandoned channel during 3.4, 9.2, and 37.9 return interval discharges using an acoustic Doppler current profiler. Flow separation was observed along the channel entrance during the lowest flow surveying campaign but was not seen during the higher flow campaign. Width to depth ratio and channel width at the exit both progressively decreased from the first surveying campaign, despite the final campaign having the highest measured discharge. Large zones of flow stagnation and recirculation were observed, with depth-averaged velocity vectors not aligning in one direction, in the abandoned channel where water from the entrance was meeting water coming up from the exit during moderate discharges. The abandoned channel has been maintained for at least 25 years due to its low diversion angle and it being perched above the Kansas River. Results of this study provide insights of how flow hydraulics and physical characteristics of abandoned channel change under varying stages.
机译:废弃的河道是蜿蜒的河流在洪泛区上空迁移而留下的河道,仍然是河景最神秘的特征之一,特别是与水力和地貌有关。正在考虑将废弃的河道作为大河的修复和恢复策略,并加以实施,但我们对其河道水动力没有充分的了解。这项工作的总体目标是评估一个大型,动态连接的废弃河床的河床形态和水流结构(例如,在不同阶段,在每年或十年的洪水中由于河岸溢流淹没河床)。在这里,我们使用声学多普勒电流剖面仪记录了在3.4、9.2和37.9返回间隔放电期间一个废弃通道的水动力。在最低流量调查活动期间沿通道入口观察到流量分离,但在较高流量活动期间未观察到。尽管最后一个活动的排放量最高,但从第一次测量开始,出口处的宽深比和通道宽度均逐渐减小。在废弃的河道中观察到大的流动停滞和再循环区域,深度平均速度矢量未在一个方向上对齐,在该河道中,在中等排放量时,入口的水与出口的水汇合。废弃的河道由于其低转向角而一直保持至少25年,并栖息在堪萨斯河上方。这项研究的结果提供了洞察力,说明了在不同阶段,流动水力和废弃通道的物理特性如何变化。

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  • 来源
    《Water resources research》 |2016年第7期|5458-5472|共15页
  • 作者单位

    Univ Louisiana Lafayette, Sch Geosci, Lafayette, LA 70504 USA;

    Kansas State Univ, Div Biol, Kansas Cooperat Fish & Wildlife Res Unit, Manhattan, KS 66506 USA;

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  • 正文语种 eng
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