考虑表面非均质性的细泥沙附着效率

IF 1.7 3区 工程技术 Q3 ENGINEERING, CIVIL
Zheng-hui Cui, Lei Huang, H. Fang, F. Bombardelli, Dianchang Wang, Xinghua Wu
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引用次数: 1

摘要

天然细泥沙颗粒之间的相互作用对絮凝过程至关重要,并且受到表面不均匀性的显著影响。在本研究中,生成了一系列数学沉积物,以表征具有不同尺寸和表面微观形态和电荷分布不均匀性的天然颗粒。使用Derjaguin–Landau–Verwey–Overbeek(DLVO)理论计算总粒子相互作用,以从理论上估计附着效率(α),其中区分了不可逆和可逆附着。结果表明,随着颗粒尺寸的增加(颗粒之间的尺寸比固定)或两个颗粒尺寸的相似性增加,碰撞后接近的颗粒更容易附着。同时,静电相互作用随着表面不均匀性的存在和扩大而显著增加,尤其是在大分离时,这减少了更容易接近的可逆附着,从而减轻了水系统中的絮凝。本研究深入了解了考虑表面不均匀性的沉积物之间的附着机制,并提供了适用于沉积物絮凝建模的附着效率的定量估计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Attachment efficiency among fine sediment considering surface heterogeneity
Interactions among natural fine sediment particles are essential to the flocculation process, and are affected significantly by surface heterogeneity. In this study, a series of mathematical sediments are generated to characterize the natural particles with different sizes and surface heterogeneities of micro-morphology and charge distribution. The total particles interactions are calculated with Derjaguin–Landau–Verwey–Overbeek (DLVO) theory to theoretically estimate the attachment efficiency (α), where the irreversible and reversible attachment are distinguished. The results show that approaching particles are easier to attached to after collision with increasing particle size (with a fixed size ratio between particles) or increasing similarity in size of both particles. Meanwhile, the electrostatic interactions increase significantly with the presence and enlargement of surface heterogeneities, especially at large separations, which reduces the more approachable reversible attachment, and thus mitigates the flocculation in aquatic systems. This study gives an insight into the mechanism of attachment among sediment considering surface heterogeneities, and provides a quantitative estimation of attachment efficiency which is adaptable for sediment flocculation modelling.
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来源期刊
Journal of Hydraulic Research
Journal of Hydraulic Research 工程技术-工程:土木
CiteScore
4.90
自引率
4.30%
发文量
55
审稿时长
6.6 months
期刊介绍: The Journal of Hydraulic Research (JHR) is the flagship journal of the International Association for Hydro-Environment Engineering and Research (IAHR). It publishes research papers in theoretical, experimental and computational hydraulics and fluid mechanics, particularly relating to rivers, lakes, estuaries, coasts, constructed waterways, and some internal flows such as pipe flows. To reflect current tendencies in water research, outcomes of interdisciplinary hydro-environment studies with a strong fluid mechanical component are especially invited. Although the preference is given to the fundamental issues, the papers focusing on important unconventional or emerging applications of broad interest are also welcome.
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