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CORRELATING EROSION THRESHOLD AND PHYSICOCHEMICAL PROPERTIES OF NATURAL COHESIVE SEDIMENTS

机译:天然黏性沉积物的侵蚀阈值与理化性质的相关性

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The erosion threshold of cohesive sediments is an important parameter, because in water systems fine-grained particles are the major transport agent of many contaminants. However, the erosion behaviour of cohesive sediments, is not yet well understood. To gain some insight into the processes governing the stabilisation of cohesive sediments, various sediment properties were analysed for their correlation with the erosion threshold of natural fine-grained bed sediments, which was determined as a function of sediment depth. Sediment consolidation, grain-size, and biological slimes (EPS) were found to be significant factors influencing erosion resistance. The combined effect of these mechanisms could either be considered with the consistency index as one overall parameter or by combining the water content, the percentage of grains smaller than 20 μm, and the content of colloidal carbohydrates in a multiple linear regression model. Hence, the results highlight that the erosion threshold of fine-grained cohesive sediments is not governed by one single mechanism, but rather by a combination of physical, chemical, and biological processes which are active at the same time. For a better understanding of the erosion behaviour of cohesive sediments it seems therefore advisable to conduct further experiments with both, well defined artificial and undisturbed natural sediments.
机译:粘性沉积物的侵蚀阈值是一个重要的参数,因为在水系统中,细颗粒是许多污染物的主要传输剂。但是,对粘性沉积物的侵蚀行为尚未完全了解。为了对控制粘性沉积物稳定的过程有所了解,分析了各种沉积物特性与天然细粒床沉积物的侵蚀阈值之间的相关性,该阈值被确定为沉积物深度的函数。泥沙固结,颗粒大小和生物泥(EPS)被发现是影响耐蚀性的重要因素。在多元线性回归模型中,可以将稠度指数作为一个整体参数,或者通过组合水分,小于20μm的谷物的百分比以及胶体碳水化合物的含量,来考虑这些机制的综合效果。因此,结果表明,细粒粘性沉积物的侵蚀阈值不是由单一机制决定的,而是由同时活跃的物理,化学和生物过程的组合决定的。为了更好地了解粘性沉积物的侵蚀行为,因此建议对定义明确的人工沉积物和不受干扰的天然沉积物进行进一步的实验。

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