Response of tenuous clay-polysaccharide flocs to hydrodynamic shearing

IF 3.5 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES International Journal of Sediment Research Pub Date : 2024-09-20 DOI:10.1016/j.ijsrc.2024.08.004
Li He , Hang Yin , Yongkang Wu , Wei Sun , Guoping Zhang
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Abstract

The response of suspended tenuous clay-polysaccharide flocs to hydrodynamic shearing was investigated in the laboratory via particle size analyses to understand the molecular-scale interactions between clay minerals and polysaccharides and their hydrodynamic behavior such as size kinetics, re-flocculation/breakdown, and shear strengths of the hybrid flocs. While the studied suspensions had a fixed clay concentration of 0.4 g/L, an array of other parameters was varied to reflect the complexity of clay-polysaccharide systems, including four types of clay minerals with varying layer charges and swellability (i.e., kaolinite, illite, and sodium- (Na-) and calcium- (Ca-) montmorillonites), two exopolymers of dissimilar polarities (i.e., xanthan and guar), six polysaccharide (P) to clay (C) weight ratios (i.e., P/C = 0, 1, 2, 5, 10, and 20 wt%), and three hydrodynamic shearing rates of 187, 429, and 1,100 1/s (i.e., corresponding to laminar, transitional, and turbulent flows, respectively). Results show that the clay-polysaccharide floc sizes are sensitive to the shear stress and also vary with different clay-polysaccharide systems. Four discrete particle groups were identified by statistical analyses, consisting of primary particle (PP), flocculi (FL), microfloc (MiF), and macrofloc (MaF), which exhibit distinct stabilities to shearing. The MaF is much weaker than MiF and can easily breakdown, as indicated by the decrease in MaF fraction with increasing shearing, while the MiF is the dominant particle group in transitional and turbulent flows. The fractions of PP and FL generally increase with shearing rate. Based on floc survivability in different flow conditions, the MaF's upper and lower bound shear strengths were estimated to be 0.95 and 0.17 Pa, respectively. The strongest MaF with a maximum shear strength of 0.95 Pa is formed in the clay-guar suspensions at a P/C of 10 wt%. Anionic xanthan only forms flocs with kaolinite with little surface charges, but cannot induce clay-polysaccharide flocs for illite and Ca/Na-montmorillonite with negative surface charges due to electrostatic repulsion. In contrast, neutral guar generates flocs with all 4 clay minerals due to the formation of hydrogen bonds, and MaF compounds usually are absent in turbulent flow (except kaolinite with a small fraction of MaF). These results further demonstrate the essential role of polysaccharide's polarity in dictating the flocculation dynamics, and, hence, sediment transport behavior. Practical implications of the findings are discussed in terms of the emerging technological applications of clay-polymer systems as well as the transport and modeling of natural aquatic cohesive sediment in biofilm-bearing waters.
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粘性粘土-多糖絮团对流体动力剪切的响应
在实验室中通过粒度分析研究了悬浮的粘性粘土多糖絮团对水动力剪切的反应,以了解粘土矿物和多糖之间的分子尺度相互作用及其水动力行为,如混合絮团的粒度动力学、再絮凝/破裂和剪切强度。虽然所研究的悬浮液的粘土浓度固定为 0.4 克/升,但为了反映粘土-多糖系统的复杂性,还改变了一系列其他参数,其中包括四种具有不同层电荷和溶胀性的粘土矿物(即高岭石、伊利石和高岭土)、高岭石、伊利石、钠(Na-)和钙(Ca-)蒙脱石)、两种极性不同的外聚合物(即黄原胶和瓜尔胶)、六种多糖(P)与粘土(C)的重量比(即P/C=0、1、2、5、10 和 20 wt%),以及 187、429 和 1,100 1/s 三种流体动力剪切速率(即分别对应层流、过渡流和湍流)。结果表明,粘土-多糖絮体的大小对剪切应力很敏感,而且随粘土-多糖体系的不同而变化。通过统计分析确定了四个离散的颗粒组,包括原生颗粒(PP)、絮凝体(FL)、微絮凝体(MiF)和大絮凝体(MaF),它们对剪切的稳定性各不相同。MaF 比 MiF 弱得多,很容易破裂,MaF 部分随着剪切力的增加而减少就说明了这一点,而 MiF 则是过渡流和湍流中的主要颗粒群。PP 和 FL 的比例通常会随着剪切速率的增加而增加。根据絮体在不同流动条件下的存活率,估计 MaF 的上下限剪切强度分别为 0.95 和 0.17 Pa。最大剪切强度为 0.95 Pa 的最强 MaF 是在 P/C 为 10 wt%的粘土-瓜耳悬浮液中形成的。阴离子黄原胶只能与表面电荷较少的高岭石形成絮团,但由于静电排斥作用,不能诱导表面带负电荷的伊利石和Ca/Na-蒙脱石形成粘土-多糖絮团。相反,中性瓜尔胶由于形成氢键而与所有 4 种粘土矿物产生絮凝体,而 MaF 化合物在紊流中通常不存在(含有少量 MaF 的高岭石除外)。这些结果进一步证明了多糖的极性在决定絮凝动力学,进而决定沉积物迁移行为方面的重要作用。本文从粘土-聚合物系统的新兴技术应用以及含生物膜水域中天然水生粘性沉积物的输运和建模两个方面讨论了这些发现的实际意义。
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来源期刊
International Journal of Sediment Research
International Journal of Sediment Research 环境科学-环境科学
CiteScore
6.90
自引率
5.60%
发文量
88
审稿时长
74 days
期刊介绍: International Journal of Sediment Research, the Official Journal of The International Research and Training Center on Erosion and Sedimentation and The World Association for Sedimentation and Erosion Research, publishes scientific and technical papers on all aspects of erosion and sedimentation interpreted in its widest sense. The subject matter is to include not only the mechanics of sediment transport and fluvial processes, but also what is related to geography, geomorphology, soil erosion, watershed management, sedimentology, environmental and ecological impacts of sedimentation, social and economical effects of sedimentation and its assessment, etc. Special attention is paid to engineering problems related to sedimentation and erosion.
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TOC Quantification of bedload transport in the Hungarian Danube using multiple analysis methods Biogenic “phosphorus” effect of terrestrial lakes and its significance to oil shale during the Carnian period in the late Triassic Potential reuse of fine sediment from hydroelectric dams and recycled concrete sand in road subgrades Response of tenuous clay-polysaccharide flocs to hydrodynamic shearing
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