Combined Settlement and Clogging in Drainage Sand Layer for Suspended Solids, Colloids and Inorganic Salts

IF 1.1 4区 工程技术 Q3 ENGINEERING, CIVIL Canadian Journal of Civil Engineering Pub Date : 2023-08-17 DOI:10.1139/cjce-2023-0064
Jiayu Ma, H. Lu, Kaifan Li, Meng Liu
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Abstract

A combined sedimentation test of suspended solids, colloids, and inorganic salts and a sand column blocking test were conducted, and mineral composition and grain characteristics of sediments were determined. Adsorption and flocculation reactions occurred in colloids (silver iodide) and inorganic salts (calcium chloride or aluminum sulfate), and final products were flocculation or flocculent network polymers. This increased the sedimentation rate of suspended matter by 8–18 times. Combined migration of suspended solids, colloids (silver iodide), and inorganic salts (calcium chloride or aluminum sulfate) significantly exacerbated silting of sand columns. Compared with sand column silting caused by pure SS, this combined migration more than halved sand column silting time and reduced hydraulic conductivity by nearly one order of magnitude.
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悬浮物、胶体和无机盐在排水砂层中的联合沉降和堵塞
进行了悬浮物、胶体和无机盐的联合沉降试验和砂柱堵塞试验,测定了沉积物的矿物组成和颗粒特征。胶体(碘化银)和无机盐(氯化钙或硫酸铝)发生吸附和絮凝反应,最终产物为絮凝或絮凝网状聚合物。这使悬浮物的沉降速率提高了8-18倍。悬浮固体、胶体(碘化银)和无机盐(氯化钙或硫酸铝)的联合迁移显著加剧了沙柱的淤积。与纯SS引起的砂柱淤积相比,这种联合迁移使砂柱淤积时间缩短了一半以上,并使导水率降低了近一个数量级。
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来源期刊
Canadian Journal of Civil Engineering
Canadian Journal of Civil Engineering 工程技术-工程:土木
CiteScore
3.00
自引率
7.10%
发文量
105
审稿时长
14 months
期刊介绍: The Canadian Journal of Civil Engineering is the official journal of the Canadian Society for Civil Engineering. It contains articles on environmental engineering, hydrotechnical engineering, structural engineering, construction engineering, engineering mechanics, engineering materials, and history of civil engineering. Contributors include recognized researchers and practitioners in industry, government, and academia. New developments in engineering design and construction are also featured.
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