Tidal River Siltation and its Impact in the Coastal Parts of Bangladesh

K. Ahsan, Md. Bazlar Rashid, S. Talukder
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引用次数: 4

Abstract

The study area is located in the south-western coastal part of Bangladesh and belongs to the lower deltaic plain of the Ganges delta system, which lies in the Rampal upazila of Bagherhat district. The area is more or less flat with elevation ranges from 1.0 to 2.0 m above mean sea level (MSL) and is blanketed with fluvio-tidal deposits of sandy silt, clayey silt and clay. Right now, water logging is one of the major problems in the area. The present paper is an attempt to expose the causes of water logging as well as its consequences. The satellite images of the last few decades, existing statistical records and simultaneous field checking were employed in this study, which reveals that natural as well as anthropogenic factors are responsible for water logging problem. The rivers and their link channels in the areas are influenced by tidal water regularly. The Water Development Board (WDB) was built embankments along the river courses as well as constructed sluice gates on the head of the tidal creeks to protect the area from regular tidal flooding and sea water intrusion. During monsoon, when rivers carry huge amount of water and sediments due to torrential rain, and these rising waters overtop the natural levees which were artificially modified and raised by coastal embankments. Consequently, the sediments drop down inside the channel and near channel bank rather in the nearby tidal plain. As a result, channels are gradually congested due to siltation, whereas tidal plain areas gradually lower due to subsidence and lack of sedimentation. Moreover, many sluice gates were constructed on the river courses in the coastal areas which also aggravate the situation. Daudkhali river is one of the main rivers in the study area. Image interpretation depicts that in 1977 the width of this river was nearly about 200 m all through its course and the river maintained this width up to 1990. But due to embankments the river starts to squeeze and the width of the river reached about 100 m in 2000. But in 2014, the river was nearly abandoned. A sluice gate was constructed on the course of the river about 30 years ago near Foila Bazar. The sediments carried by the river started to deposit in the mouth of the sluice gate which gradually choked the opening of the gate and now the gate is nearly blocked. During the rainy season, the river cannot carry excess water resulting flooding and water logging for long time. The presence of thick finer sediments in the subsurface as well as climate change further prolongates the situations. Finally, for sustainable development of the area,it is necessary to carry out different development activities with consideration of delta building processes.
潮汐河淤积及其对孟加拉国沿海地区的影响
研究区位于孟加拉国西南沿海,属于恒河三角洲体系的下三角洲平原,位于Bagherhat地区的Rampal upazila。该地区地势较平坦,海拔高度在平均海平面以上1.0 ~ 2.0 m之间,覆盖着砂质粉砂、粘土粉砂和粘土的流潮沉积。目前,内涝是该地区的主要问题之一。本文试图揭示内涝的原因及其后果。利用近几十年的卫星影像、已有的统计记录和同时进行的实地核查,揭示了自然因素和人为因素对内涝问题的影响。该地区的河流及其连接河道经常受到潮汐的影响。水发展局(WDB)沿着河道修建了堤防,并在潮汐小溪的顶部建造了闸门,以保护该地区免受定期的潮汐洪水和海水入侵。在季风期间,由于暴雨,河流携带了大量的水和沉积物,这些上涨的水超过了由沿海堤防人工修改和抬高的天然堤防。因此,沉积物落在河道内和靠近河道岸边,而不是附近的潮汐平原上。因此,河道因淤积而逐渐淤塞,而潮平原地区则因沉降和缺乏淤积而逐渐降低。此外,在沿海地区的河道上修建了许多闸门,也加剧了这一情况。Daudkhali河是研究区内的主要河流之一。图像解译显示,1977年,这条河的整个河道宽度约为200米,直到1990年,这条河一直保持着这一宽度。但由于堤防,河流开始挤压,2000年河流宽度达到100米左右。但在2014年,这条河几乎被废弃了。大约30年前,在福伊拉巴扎尔附近的河道上修建了一个水闸。河水携带的泥沙开始在闸门口淤积,逐渐堵住了闸门的开口,现在闸门几乎被堵住了。在雨季,河流不能携带多余的水,导致洪水和内涝长时间。地下厚而细的沉积物的存在以及气候变化进一步延长了这种情况。最后,为了区域的可持续发展,有必要在考虑三角洲建设过程的情况下开展不同的开发活动。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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