Variation of flow pattern in waterways due to degradation and aggradation

A. Ghaly
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Abstract

The cross section and profile of waterways are constantly subjected to alteration due to changes in flow volume and velocity. Banks and beds of waterways could experience excessive scouring especially at locations with sharp bents. At these locations, the soil constituting the cross section of the waterway could be subjected to considerable degradation, which could significantly alter the flow pattern at these locations. With severe degradation, the volume of sediment transport increases and may exceed the water carrying capacity resulting in the phenomenon known as aggradation. Contrary to degradation, aggradation results from the deposition of carried aggregate transport, which can hinder water flow in the waterway and obstruct its path. As degradation and aggradation take hold at some location along the waterway, their effect gets compounded over time which exacerbates the problem and make it difficult for the waterway to recover. Geographic Information Systems (GIS) is used to study the effect of degradation and aggradation along the Schoharie Creek, which is one of the major tributaries of the Mohawk River in upstate New York. The change in the selected locations will be examined over time to show the gradual alteration that a given section experiences and its effect on flow pattern and waterway profile. The analysis will also include a Digital Elevation Model (DEM) study of bank slopes based on the creation of a contour map. The August and September 2011 Tropical Storms Irene and Lee, respectively, left in their wake tremendous change to the waterway due to excessive degradation and aggradation. This effect was sensed due to the severe brunt it brought on the area landscape and its infrastructure. This study will identify the areas most in need for buffering and most susceptible to the impact of these natural phenomena. This will help implement proper protection methods, and in case of a damage, it will help plan for effective restoration systems.
水道因退化和淤积而引起的流型变化
由于流量和流速的变化,水道的横截面和剖面不断发生变化。河岸和河床可能遭受过度冲刷,特别是在有尖锐弯曲的地方。在这些地点,构成水道横截面的土壤可能会受到相当大的退化,这可能会显著改变这些地点的水流模式。在严重退化的情况下,输沙量增加,甚至可能超过其承载能力,从而产生称为泥沙淤积的现象。与退化相反,泥沙淤积是泥沙携带的集料输运的结果,泥沙淤积会阻碍水流在水道中流动,阻塞水流路径。随着退化和恶化在水道沿线的某些地方发生,它们的影响随着时间的推移而变得复杂,从而加剧了问题,使水道难以恢复。利用地理信息系统(GIS)研究了纽约州北部莫霍克河(Mohawk River)主要支流之一的Schoharie溪(Schoharie Creek)沿岸退化和退化的影响。选定位置的变化将随着时间的推移进行检查,以显示给定部分经历的逐渐变化及其对流型和水道剖面的影响。分析还将包括基于等高线地图创建的岸坡数字高程模型(DEM)研究。2011年8月和9月的热带风暴“艾琳”和“李”由于过度退化和恶化,给航道留下了巨大的变化。这种影响是可以感觉到的,因为它给该地区的景观和基础设施带来了严重的冲击。这项研究将确定最需要缓冲和最容易受到这些自然现象影响的地区。这将有助于实施适当的保护方法,并且在发生损坏的情况下,它将有助于规划有效的修复系统。
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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