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Modeling for Width Adjustment in Alluvial Rivers

机译:冲积河流宽度调整的建模

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The width adjustment models in current use for application to alluvial rivers are based on the extremal hypotheses. In these models, the increase in slope required to sustain higher-sediment concentration is provided by aggradation of the river bed. An alternative approach was presented by the writer (Chitale 2001) which showed that on a long-term basis, the increase in slope required for higher-sediment concentration is accompanied by a reduction of the meander sinuosity associated with a bigger width-to-depth ratio. In width adjustment, aggradation is thus a transient phenomenon of temporary duration until the final stable width is achieved. The physical sequence of the adjustment process according to this hypothesis is presented and supporting evidence is given. It is also concluded that the predictive models for stable width on a long-term basis need necessarily to include the meander sinuosity as an essential parameter.
机译:当前用于冲积河流的宽度调整模型基于极值假设。在这些模型中,维持较高沉积物浓度所需的坡度增加是由河床的淤积引起的。作者提出了另一种方法(Chitale,2001年),该方法表明,从长远来看,较高沉积物浓度所需的斜率增加伴随着曲率弯曲度的减小以及更大的宽度到深度的伴随。比。因此,在宽度调节中,凝结是暂时持续时间的短暂现象,直到达到最终的稳定宽度为止。提出了根据该假设的调整过程的物理顺序,并提供了支持证据。还得出结论,长期稳定宽度的预测模型必须包含曲折弯曲度作为基本参数。

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