Experimental study on flocculation and sedimentation characteristics of cohesive fine sediment measured using ultrasound in the Pearl River Estuary

IF 4.3 3区 材料科学 Q1 ENGINEERING, ELECTRICAL & ELECTRONIC
Qinqin Liu , Xiaojian Liu , Jian Chen , Peng Hou , Yong He , Qisong Wang , Xiaowei Zhu , Qiang Wang , Huan Gao
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Abstract

Flocculation-settling of cohesive fine sediment is the main cause of sediment deposition and changes in topography and geomorphology in estuaries. However, studies on estuary morphology have often focused on a single influencing factor, and sediment deposition characteristics under disturbances in sediment concentration, moisture content, and external forces have rarely been considered simultaneously. The authors propose an ultrasound-assisted flocculation-settling method to analyze the various factor affecting cohesive sediment. The current study examined the sedimentation patterns of cohesive sediment with a sediment content concentration of 30%–80% through ultrasound experiments. The results show that when the sediment concentration is 40%–50%, the best effect on flocculation and sedimentation is induced by ultrasound waves. The corresponding settling height at the clear-muddy water interface is 3.05–3.45 cm, and the settling rate is 0.161–0.173 cm/min. Finally, using ultrasound waves, a moisture content of the sediment concentration of 30%–80% was analyzed based on wet and dry conditions. Taking a sediment concentration of 50% as an example, the maximum values of the variation in the water contents of the upper, middle, and lower layers of the wet basis were 0.82%, 0.51%, and 0.37%, respectively, whereas those of the upper, middle, and lower layers of the dry basis were 4.77%, 1.07%, and 0.60%, respectively. Thus, the moisture content of dry and wet sediment varied as follows: Wupper > Wmiddle > Wlower. The current research results can provide a theoretical basis and technical reference for siltation in channels, harbors, and reservoirs; the evolution of submarine deltas and coastal beaches; transportation of fluid mud; and the treatment of hyper-concentrated sediment flows.

珠江口超声粘性细沙絮凝沉降特性试验研究
粘性细泥沙的絮凝沉降是河口泥沙淤积和地形地貌变化的主要原因。然而,对河口形态的研究往往集中在单一的影响因素上,很少同时考虑泥沙浓度、含水量和外力扰动下的泥沙沉积特征。提出了一种超声辅助絮凝沉降法,分析了影响粘性泥沙的各种因素。目前的研究通过超声波实验检查了沉积物含量浓度为30%-80%的粘性沉积物的沉积模式。结果表明,当含沙量为40%~50%时,超声波对絮凝沉降效果最好。在清澈的泥水界面处,相应的沉降高度为3.05–3.45 cm,沉降速率为0.161–0.173 cm/min。最后,使用超声波,基于干湿条件分析了沉积物浓度为30%–80%的含水量。以50%的含沙量为例,湿基上层、中层和下层的含水量变化最大值分别为0.82%、0.51%和0.37%,而干基上层、中段和下层的含水率变化最大值则分别为4.77%、1.07%和0.60%。因此,干沉积物和湿沉积物的含水量变化如下:Wupper>;Wmiddle>;Wlower。目前的研究成果可为航道、港口、水库淤积提供理论依据和技术参考;海底三角洲和海岸海滩的演变;流体泥浆的运输;以及高浓度泥沙流的处理。
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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来源期刊
CiteScore
7.20
自引率
4.30%
发文量
567
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