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Sediment transport in an active erodible channel bend of Brahmaputra river

机译:雅鲁藏布江主动侵蚀性河道弯道中的泥沙输送

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Spatial variation of sediment transport in an alluvial sand-bed river bend needs to be understood with its influencing factors such as bank erosion, secondary current formation, land spur and bed-material characteristics. In this study, detailed hydrographic surveys with Acoustic Doppler Current Profiler (ADCP) were conducted at an active erodible river bend to measure suspended load, velocity, bathymetric profile and characteristics of the bed material. Study indicates the presence of multi-thread flow in the channel bend. Local variation of sediment transport is primarily controlled by active bank erosion, land spur and sand bar formation. Vertical distribution of suspended sediment concentration follows a power function with normalized depth. Average bed-material concentration at the reach level is computed from observed sediment profiles, and is compared against various sediment transport functions. Results show that the sediment transport function suggested by Yang gives better predictions for this reach. Transverse bed slopes at critical survey transects were computed from the bathymetric data and evaluated with analytical approaches. Out of three analytical approaches used, Odgaard’s approach estimates the bed slopes fairly close to the observed one. These two functions are suitable in the Brahmaputra river for further morphological studies.
机译:需要了解冲积砂床河弯处输沙量的空间变化及其影响因素,例如河岸侵蚀,二次流形成,土地刺激和床层物质特征。在这项研究中,使用声多普勒潮流剖面仪(ADCP)对活动的易蚀河弯进行了详细的水文勘测,以测量悬浮载荷,速度,测深剖面和河床物质的特征。研究表明,通道弯曲处存在多线程流动。沉积物运移的局部变化主要由活跃的河岸侵蚀,土地支线和沙洲形成控制。悬浮沉积物浓度的垂直分布遵循具有归一化深度的幂函数。根据观测到的沉积物剖面计算出河床水平处的平均床料浓度,并将其与各种沉积物输送函数进行比较。结果表明,Yang提出的泥沙输送功能可以对该范围做出更好的预测。根据测深数据计算关键勘测断面的横河床坡度,并采用分析方法进行评估。在使用的三种分析方法中,奥德高(Odgaard)的方法估计床的倾斜度非常接近观察到的倾斜度。这两个功能适用于Brahmaputra河,用于进一步的形态学研究。

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