Sand Dredging in Anyang River and its Implication on Morphological Structure in Edebom II, Nsit Ibom, Akwa Ibom State, Nigeria

C. Abraham
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Abstract

This study focused on sand dredging in Anyang Nsit River and its implication on morphological structure in Edebom II, Nsit Ibom, Akwa Ibom State, Nigeria, a third order tributary of Kwa Iboe river basin, which entails the morphometric parameters, dredging induced hazards, measurement and calculation of hydraulic parameters at two high dredging sites, are related to the dynamic nature of the river channel. Digital Elevation Model (DEM) of the study area with resolution 30x30m was obtained from United States Geological Survey (USGS) and the river channel was delineated. With the aid of Arc GIS 10.3 software package and Erdas Imagine 9.2 software reprojection and the map was produced in the layout view on a scale of 1:187500. The linear, areal and relief aspects of the sub-catchment were derived using strings and constructed grid lines placed on the map, while morphometric parameters of the river channel were calculated using relevant statistical package. The hydraulic parameters (bank full width, mean depth, velocity) of the two dredging sites were measured in a period of four months (MarchJune). The results showed that hydraulic parameters of these dredging points have changed significantly within this period. The calculated channel discharge had increased by 10m3/s and 7.42m3/s respectively at the two dredging sites. A total of 26,804 tonnes of dry weight sand is dredged both manually and mechanically (hydraulically) between March-June, 2021 which is consistent with the assertion that sand dredging is responsible for the change in the channel morphology especially in depth and deformation of channel configuration parameters. It was recommended that sand dredging in Akwa Ibom should be monitored by the Ministry of Environment as a statutory responsibility to maintain morphometric parameters in Akwa Ibom State, Nigeria.
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尼日利亚阿夸伊博姆州Nsit Ibom的安阳河挖沙及其对Edebom II的形态结构的启示
本文以Kwa Iboe河流域三级支流尼日利亚安阳Nsit河为研究对象,对其形态结构的影响进行了研究,其中两个高挖沙点的形态参数、挖沙诱发的危害、水力参数的测量和计算与河道的动力特性有关。利用美国地质调查局(USGS)数据获取研究区分辨率为30x30m的数字高程模型(DEM),并圈定河道。借助Arc GIS 10.3软件包和Erdas Imagine 9.2软件重投影,以1:187500的比例在布局视图中生成地图。通过在地图上放置字符串和构建的网格线,获得了子集水区的线性、面积和地形特征,同时使用相关的统计软件包计算了河道的形态测量参数。在4个月的时间里(3 - 6月)测量了两个疏浚点的水力参数(堤岸全宽、平均深度、流速)。结果表明:在此期间,各疏浚点的水力参数发生了显著变化。两个疏浚点的河道流量分别增加了10m3/s和7.42m3/s。在2021年3月至6月期间,人工和机械(液压)共疏浚了26,804吨干重砂,这与挖沙船对河道形态变化负责的断言是一致的,特别是在深度和河道配置参数的变形方面。建议由环境部监测阿夸伊博姆的挖沙工作,作为维持尼日利亚阿夸伊博姆州形态计量参数的法定责任。
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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