Time Variations of Sediment Floc Size and Density by using Settling Column Data

A. Altaee, H. S. Samadiboroujeni, SA Naghshbandi
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引用次数: 0

Abstract

The investigation of settling process and cohesive sediments consolidation in dam reservoirs and beaches is one of the most important issues playing an effective role in different descaling and sediment controlling designs, including dredging projects and hydraulic sediment removal operations. The superfine cohesive sediments even settle in the canals in which the existing standard criteria of design have been observed. They have also settled in dam reservoir and resulted in trapping efficiency near 100%. In addition to reducing the service life of reservoir, this problem has also changed the limpidity of the water released from the existing reservoir, ecology and morphology of the downstream river. In the beaches and seaports, the cohesive sediments settlement has caused an increase in dredging costs. In many cases it is impossible to overcome this phenomenon in practice [1].
利用沉降柱数据研究泥沙粒径和密度的时间变化
研究大坝、水库和滩涂的沉降过程和粘性沉积物固结是各种除垢和治沙设计(包括疏浚工程和水力清沙工程)中最重要的问题之一。超细粘性沉积物甚至在现有设计标准已被观察到的运河中沉淀。它们还在大坝水库中定居,捕集效率接近100%。这一问题除了降低水库的使用寿命外,还改变了现有水库放水的清澈度,改变了下游河流的生态和形态。在海滩和海港,粘性沉积物沉降导致疏浚成本增加。在许多情况下,这种现象在实践中是不可能克服的[1]。
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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