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Sediment management in tidal river: A case study of East Beel Khuksia, Bangladesh

机译:潮河中的泥沙管理:以孟加拉国东比尔·库克西亚为例

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The widespread construction of coastal embankments limited the natural deposition on the floodplain and accelerated the silt deposition in river channels. It resulted in drainage congestion and large-scale waterlogging problem. The temporary de-poldering is one of the effective methods to solve this issue. During high tide, muddy water enters the selected tidal basin depositing a major portion of sediment and at low tide, relatively clearer water erodes the riverbed. This paper presents a twodimensional numerical model to simulate the mechanism of sediment transport and deposition during the process of controlled flooding. The model was applied to three different scenarios of the embankment cuts in East beel Khuksia, Bangladesh. The study recommends operating single embankment cut at a time if the tidal equilibrium is fulfilled by the opening size of that embankment cut. The developed model can be used to assess the land heightening in sediment-starved tidal basins and ultimately plan the rotation of tidal basins for sustainable sediment management.
机译:沿海路堤的广泛建设限制了洪泛区的自然沉积,并加速了河道中的淤泥沉积。这导致了排水拥堵和大规模的涝灾问题。临时解扰是解决此问题的有效方法之一。在涨潮期间,浑浊的水进入选定的潮汐盆地,沉积了大量的沉积物,而在退潮时,相对清澈的水侵蚀了河床。本文提出了一个二维数值模型,以模拟受控洪水过程中的泥沙输送和沉积机理。该模型已应用于孟加拉国东贝库克西亚的三种不同路堤削减方案。该研究建议如果潮汐平衡通过路堤切口的开孔尺寸来满足,则应同时进行一次路堤切口的操作。所开发的模型可用于评估缺乏沉积物的潮汐盆地的土地高度,并最终规划潮汐池的旋转,以实现可持续的沉积物管理。

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