美国俄亥俄州北部休伦河基岩和冲积河段交替河流中的冲刷动力学

Mark J Potucek, J. Evans
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引用次数: 1

摘要

休伦河由交替的基岩河段和冲积河段组成。对1950-2015年历史航空摄影的分析揭示了8公里研究区内的六个主要河道撕裂事件。这些撕裂发生在冲积河段,但受到上游基岩河段特性的强烈影响(“继承特征”)。基岩延伸与下伏基岩中节理组的方位对齐。下游冲积河段的一个继承特征是,撕脱河道仅与上游基岩河道的方向略有偏离(范围为2°-38°,平均和标准偏差为12.1°±13.7°)。第二个遗传特征是,在离开上游基岩河道河段(范围62-266 m,平均值和标准偏差143.7±71.0 m)后,从下游短距离开始形成撕脱河道,这只是曲流波长(1.2 km)的一小部分。现场证据表明,一些撕脱通道部位被偶发性地重新占据。此外,河道撕裂有两个必要的特性:1)撕裂事件是由河道形成水文事件(5年重现期流量)引发的,但并不是每个河道形成的水文事件都会导致撕裂;2)河道弯曲度(P)在撕裂前增加到1.72-1.77,然后在撕裂后降低到1.65-1.70,表明P≥1.72是休伦河撕裂的“临界弯度”或触发值。总之,对于这条由基岩和冲积河段交替组成的河流,基岩河段对下游冲积河段施加了一定的参数(包括泥沙供应、河道方向和离开基岩河段后下游的撕脱河道位置),而冲积河段则对弯曲度和泥沙储量进行了调整。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Avulsion Dynamics in a River with Alternating Bedrock and Alluvial Reaches, Huron River, Northern Ohio (USA)
The Huron River consists of alternating bedrock reaches and alluvial reaches. Analysis of historical aerial photography from 1950-2015 reveals six major channel avulsion events in the 8-km study area. These avulsions occurred in the alluvial reaches but were strongly influenced by the properties of the upstream bedrock reach (“inherited characteristics”). The bedrock reaches aligned with the azimuth of joint sets in the underlying bedrock. One inherited characteristic in the alluvial reach downstream is that the avulsion channels diverged only slightly from the orientation of the upstream bedrock channel (range 2 ° - 38 °, mean and standard deviation 12.1 ° ± 13.7 °). A second inherited characteristic is that avulsion channels were initiated from short distances downstream after exiting the upstream bedrock channel reach (range 62 - 266 m, mean and standard deviation 143.7 ± 71.0 m), which is a fraction of the meander wavelength (1.2 km). Field evidence shows that some avulsion channel sites were re-occupied episodically. In addition, two properties were necessary for channel avulsions: 1) avulsion events were triggered by channel-forming hydrologic events (5-year recurrence interval flows), but not every channel-forming hydrologic event resulted in an avulsion, and 2) channel sinuosity (P) increased to 1.72 - 1.77 prior to an avulsion then decreased to 1.65 - 1.70 following an avulsion, suggesting that P ≥ 1.72 is the “critical sinuosity” or triggering value for avulsions on the Huron River. In summary, for this river consisting of alternating bedrock and alluvial reaches, the bedrock reaches impose certain parameters on downstream alluvial reaches (including sediment supply, channel direction and avulsion channel position downstream after exiting a bedrock reach) while adjustments in sinuosity and sediment storage occur in the alluvial reaches.
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