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Experimental analysis of braided channel pattern response to Experimental analysis of braided channel pattern response to

机译:编织通道模式响应的实验分析编织通道模式响应的实验分析

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Physical models of gravel braided rivers were used to investigate the adjustment of braiding intensity to step changes in channel-forming discharge and the mechanisms by which channel pattern adjustment and maintenance occurs. A braided channel developed at low discharge was subjected to two step increases in discharge between which the channel was given time to develop stable average braiding intensity in response to each steady discharge. Active (with visible bed material movement) and total channel networks were mapped throughout the experiment. Total braiding intensity exceeded active braiding intensity and both adjusted to a stable, average value at each discharge, indicating that channel pattern adjustment to total discharge involves both the active and the total network. Only portions of the total braided channel network developed at a given time, and it formed progressively by migration and avulsion of the (less extensive) active network. At equilibrium, the ratio of active to total braiding intensity stabilized at about 0.4. This stable value may increase with relative mobility of the bed material (stream power relative to grain size). The stable value was achieved via gradual increase of total braiding intensity while active braiding intensity adjusted very quickly to the increased flow. These adjustments are controlled by partial avulsion of the main active channel associated with changes in its sinuosity, and allocation of flow and bed load to secondary anabranches. Braided channel pattern dynamics is closely tied to, and explained by, the local dynamics and symmetry/asymmetry of bifurcations and avulsions.
机译:砾石辫状河流的物理模型被用来研究对辫状强度的调整,以适应河道形成流量的逐步变化,以及对河道形态进行调整和维持的机制。在低放电时形成的编织通道要经过两步放电,在此之间给通道时间以响应于每次稳定放电而产生稳定的平均编织强度。在整个实验过程中,绘制了活动的(具有可见的床物质运动)和总通道网络。总编织强度超过有效编织强度,并且在每次放电时两者均调整为稳定的平均值,这表明对总放电的通道模式调整既涉及有源网络,也涉及整个网络。在给定的时间中,整个编织通道网络中只有一部分得以发展,并且它是由(不太广泛的)活动网络的迁移和破坏逐步形成的。在平衡时,活性与总编织强度的比率稳定在约0.4。该稳定值可以随着床材料的相对迁移率(相对于晶粒尺寸的流功率)而增加。稳定值是通过逐渐增加总编织强度而达到的,而主动编织强度可根据流量的增加迅速调整。这些调整是通过与其弯曲度相关的主要活动通道的部分撕脱控制,以及将流量和床荷载分配给次要分支而控制的。编织的通道模式动力学与分叉和撕脱的局部动力学以及对称性/不对称性紧密相关,并由其解释。

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