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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Anthropic aggradation of the Waiho River, Westland, New Zealand: microscale modelling
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Anthropic aggradation of the Waiho River, Westland, New Zealand: microscale modelling

机译:新西兰韦斯特兰,怀霍河的人类沉积:微观模型

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Long-term aggradation of the Waiho River, South Westland, New Zealand, has now raised the head of its alluvial fan to unprecedented elevations. In its natural state the river would, like all other major rivers in the area, be somewhat incised into its fanhead. The only relevant factor able to account for the aggradation is the presence of control banks ('stopbanks' in local parlance) that restrict the ability of the river to move over the whole of its natural fanhead. A 1:3333 scale physical hydraulic model (a 'microscale' model) was used to study this situation. An alluvial fan was generated in the model and allowed to develop to equilibrium with steady inputs of water and sediment within boundaries geometrically similar to those of the natural unrestricted Waiho River. The boundaries were then altered to represent the presence of the stopbanks, and the fan allowed to continue evolving under the same water and sediment inputs. The model fanhead aggraded in a spatial pattern similar to that recorded on the Waiho. Taking into consideration the limitations of microscale modelling, these results indicate that the aggradation in the Waiho is a result of the lateral restriction of the river by stopbanks, This poses fundamental questions about the variables that control the behaviour of alluvial fans. The results also suggest that microscale modelling can be used to make reliable quantitative predictions of the effects of engineering works on rivers, in spite of the low level of dynamic similarity with the prototype compared to that in larger-scale models.
机译:新西兰南韦斯特兰(South Westland)的怀霍河(Waiho River)的长期淤积现已将其冲积扇的头部抬高到前所未有的高度。与该地区的所有其他主要河流一样,在自然状态下,河流会被切成扇形。能够解释水土流失的唯一相关因素是控制河岸(当地俗称“停止河岸”)的存在,从而限制了河流在其整个自然扇头上移动的能力。使用1:3333比例的物理水力模型(“微型”模型)来研究这种情况。在该模型中产生了一个冲积扇,并使其在与几何形状与自然无限制的怀霍河相似的边界内的稳定水和泥沙输入下达到平衡。然后更改边界以表示停堤的存在,并使风扇在相同的水和泥沙输入下继续旋转。该模型的扇形头以与Waiho上记录的相似的空间模式聚集。考虑到微尺度建模的局限性,这些结果表明,怀霍河的积水是由于堤岸对河流的横向限制而造成的。这对控制冲积扇行为的变量提出了根本性的问题。结果还表明,尽管与大型模型相比,与原型的动态相似性较低,但是微型模型可以用于对工程对河流的影响进行可靠的定量预测。

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