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Morphodynamic evolution in a meandering reach of the Middle Yangtze River under upstream and downstream controls

机译:上游和下游控制下长三角蜿蜒耕作的形态学演变

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Morphodynamic evolution in an alluvial river is usually controlled by various boundary conditions. During the past nearly 50 years, remarkable morphodynamic evolution occurred in the Jianli reach of the Middle Yangtze River owing to the combined effects of an artificial cutoff, the upstream operation of the Three Gorges Project (TGP), and the downstream confluence of the Dongting Lake. To better understand the characteristics of morphodynamic changes in the whole study reach, variations in thalweg shifting and bankfull channel geometry were quantified using a reach-averaged approach, and the effects of upstream and downstream controls were investigated on channel geometry adjustments. Calculated results indicate that: (i) events of an artificial cutoff and high flows caused the average rate of reach-scale thalweg migration to be greater than 35 m/yr, but there was a 22% reduction in the mean migration rate after the TGP operation; (ii) channel geometry adjusted mostly in the aspect of bankfull depth under various river regulation engineering, with the reach-scale bankfull depth increasing by 0.95 m from 2002 to 2016; (iii) the reach-scale bankfull dimensions are closely associated with these accumulated effects of both the altered flow-sediment regime because of upstream dam construction, and the local base-level variation owing to the downstream confluence of the Dongting Lake. Furthermore, these bankfull variables were expressed by power functions of two key parameters, covering the previous five-year average fluvial erosion intensity during flood seasons at Jianli (upstream control), and the corresponding water level difference between Jianli and Lianhuatang (downstream control). The proposed relations were calibrated by the observed data in 2002-2014, and were further verified by measurements in 2015-2016. The proposed methodology can also be applicable to estimate channel geometry adjustments of other similar alluvial rivers controlled by both upstream and down
机译:冲积河流的形态学演变通常由各种边界条件控制。在过去近50年来,由于人工截止的综合影响,三峡工程(TGP)上游运作,以及洞庭湖的下游汇合,近50年来,中长三地区的梁资力学演变出现了非凡的形态学演变。 。为了更好地了解整个研究达到的形态学变化的特征,使用REACH平均方法量化了Thalweg移位和银行通道几何体的变化,对沟道几何调整进行了上游和下游控制的影响。计算结果表明:(i)人工截止和高流动的事件使得平均到达尺度迁移率大于35米/米,但TGP后的平均迁移率降低了22%手术; (ii)渠道几何主要在各种河流监管工程下的银行深度方面调整,达到尺寸的银行深度从2002年到2016年增加0.95米; (iii)由于上游水坝建设,到达尺度的银行尺寸与改变的流量沉积物制度的累计效果密切相关,以及由于洞庭湖下游汇合,局部基础级别变化。此外,这些银行变量由两个关键参数的功率功能表示,涵盖了洪水(上游控制)的洪水季节期间的前五年平均河流侵蚀强度,以及建利和连云港(下游控制)之间的相应水位差异。拟议的关系由2002 - 2014年观察到的数据校准,并通过2015 - 2016年进行测量进一步验证。所提出的方法也可以适用于估计由上游和向下控制的其他类似的加容河的频道几何调整

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