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Analysis on River Bank Erosion-Accretion and Bar Dynamics Using Multi-Temporal Satellite Images

机译:利用多时相卫星图像分析河岸冲积增加与条形动力学

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Dudhkumar River flows from upstream of India Border at Bhurungamari to the confluence with Brahmaputra River at Noonkhawa of Kurigram district having a stretch of 64 km in Bangladesh. Due to onrush of water from upstream in monsoon, erosion in Dudhkumar River takes a serious turn, threatening collapse of Sonahat Bridge in Bhurungamari, embankment on its right bank, dykes and several dwelling houses in recent years establishing the river as a destructive one. Thus study aiming at computing the long and short term bank line shifting along the river is of great significance. In this study, images of Landsat MSS and TM acquired from the year 1973 to 2015 have been used to investigate the riverbank migration pattern, accretion-erosion, rate of change of width, sinuosity and island dynamics of Dudhkumar River. For the short term analysis, migration rates are calculated from one Landsat image to the next. For long term analysis, the migration rates are calculated based on the difference between the 1973 image as the reference and subsequent images. From the short-term analysis, the mean erosion and accretion rate have been estimated as 128 m/y and 194 m/y on the left bank, and 141 and 176 m/y on the right bank indicating the accretion rate as greater than the erosion rate. Erosion rate has been found as greater in right bank rather than left bank and accretion rate is much more in left bank than the right bank. Due to high discharge, maximum erosion and accretion have been found as 349 m/y and 410 m/y respectively at left bank in 2013-2015 indicating the bank protection measures vulnerable. Computations on sinuosity of the river Dudhkumar River show that the sinuosity ranges from 1.36 to 1.53 showing significant increase in year 1989, 1997 and 2011 due to active erosion and deposition induced by monsoon flood. Analyses on island dynamics reveal that the island area started increasing after 1973 and maximum island area found in 2001. The analysis divulged that the Dudhkumar River is a highly meandering river with several critical sections where the river has been suffering enormously with erosion problem and shifting.The present study also identifies steadfast evidence on the dynamic fluvio-geomorphology of Dudhkumar River depicting urge for execution of erosion control schemes.
机译:Dudhkumar河从Bhurungamari的印度边境上游流向与Kurigram区Noonkhawa的Brahmaputra河汇合处,孟加拉国绵延64公里。由于季风从上游涌入的水,Dudhkumar河的侵蚀发生了严重的转变,威胁到Bhurungamari的Sonahat桥的倒塌,右岸的堤防,堤坝和数栋民居,近年来将这条河定性为破坏性河流。因此,旨在计算沿河的长期和短期河岸线位移的研究具有重要意义。在这项研究中,使用了从1973年到2015年获取的Landsat MSS和TM图像来调查Dudhkumar河的河岸迁移模式,吸积侵蚀,宽度变化率,弯曲度和岛屿动力学。对于短期分析,计算从一个Landsat图像到下一个Landsat图像的迁移率。对于长期分析,根据1973年图像作为参考图像与后续图像之间的差异来计算迁移率。根据短期分析,估计左岸的平均侵蚀和积聚速率为128 m / y和194 m / y,右岸的平均侵蚀和积聚速率为141和176 m / y,表明积聚速率大于侵蚀率。发现右岸比左岸的侵蚀率更高,左岸的吸积率远高于右岸。由于排放量高,2013-2015年左岸的最大侵蚀和积聚分别为349 m / y和410 m / y,这表明银行保护措施很脆弱。对Dudhkumar河的河道弯曲度的计算表明,由于季风洪水引起的积极侵蚀和沉积作用,1989年,1997年和2011年,河道弯曲度在1.36至1.53之间显着增加。对岛屿动力学的分析表明,岛屿面积在1973年之后开始增加,最大岛屿面积在2001年发现。分析显示,Dudhkumar河是一条蜿蜒曲折的河流,有几个关键断面,河道遭受了严重的侵蚀问题并不断转移。本研究还确定了Dudhkumar河的动态河流地貌的坚定证据,描述了执行侵蚀控制计划的迫切性。

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