梅克纳河河口水文形态的数值模拟

M. Uddin, J. Alam, Z. Khan, G. Hasan, R. Alam
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引用次数: 4

摘要

梅克纳河河口是由东南亚的三条大河汇流而成;恒河、雅鲁藏布江和梅克纳河。由于这三条大河的水沙流量很大,河口经历了动态的水文形态变化。侵蚀和增生同时以很高的速率发生;因此,入海口的流量和输沙量分别居世界第三和世界第一。另一方面,潮流本身也受到动态形态变化的强烈影响。因此,了解河口潮汐和形态变化的水力行为和相互作用特征是必要的。为此目的,在孟加拉国政府进行的旋风庇护所筹备研究中,编制了孟加拉湾的二维一般模型,后来在其他项目中更新了该模型。本文重点介绍了该二维水动力和形态模型的发展、建立、边界条件和一些标定结果。模型应用清楚地显示了流动结构的变化;它们的速度和方向分别为季风和干旱季节的模式区域,覆盖孟加拉湾北部,更具体地说是梅克纳河河口。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Simulation: Hydro-Morphology of Meghna Estuary
The Meghna Estuary is formed by the combined flows from three great rivers in the south-east Asia; the Ganges, the Brahmaputra and the Meghna. This estuary experiences dynamic hydro-morphological changes due to very high discharge of water and sediment from these three mighty rivers. Erosion and accretion occur simultaneously at very high rates; such that, the flow and sediment discharge through the estuary are the third highest and the highest, respectively, in the world. On the other hand, the tidal current itself is also strongly affected by the dynamic morphology changes. It is thus essential to understand the hydraulic behavior and interactive features of tides and morphology change in the estuary. With this end in view a two dimensional general model of Bay of Bengal was developed under cyclone shelter preparatory study (csps) undertaken by Bangladesh Government and the model was updated later during other projects. The present article focuses on development of model, its set-up, boundary conditions and few calibration results of this two dimensional hydrodynamic and morphology model. The model applications clearly show the variation of the flow structure; their speed and direction separately for monsoon and dry season around the model area which covers the northern part of Bay of Bengal more specifically the Meghna Estuary.
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