首页|富水砂层多尺度颗粒物渗透—沉降分析

富水砂层多尺度颗粒物渗透—沉降分析

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为了理清富水砂层中多尺度颗粒物渗透扩散过程,采取某尾矿库排渗砂层中提取的悬浮物、胶体及溶质进行沉降试验和渗透试验。基于悬浮物、胶体及溶质的不同粒径尺度,分别采用至少混2种不同粒径的溶液进行沉降试验,发现悬浮物极易与胶体中的带电胶粒进行电荷中和,高价态阳离子会对胶体的结合起到正向促进作用;利用多尺度颗粒物渗滤液进行富水砂层的渗透试验,渗滤液在富水砂层内部渗透范围类似球形,砂层孔隙率变化取决于悬浮物、胶体及溶质相互形成络合物本身结构性质;基于Matlab软件模拟多尺度颗粒物渗透迁移过程,考虑络合物边界滑移、迂曲效应影响,构建多尺度颗粒物渗透扩散模型,模拟结果揭示,络合物粒径越大对砂层边界滑移长度影响就越小,渗流路径迂曲现象明显,渗透扩散长度增大。
Multi-scale Analysis of Particle Infiltration and Sedimentation in Water-rich Sand Layers
To elucidate the multi-scale particle percolation and diffusion processes within water-rich sandy layers,sedimentation and permeability tests were conducted on suspended matter,colloids,and solutes extracted from the drainage sand layer of a tailings pond.Based on the different particle sizes of suspended solids,colloids,and solutes,sedimentation experiments were conducted using solutions mixed with at least two different particle sizes.It was found that suspended solids easily neutralize the charged colloidal particles in the colloids,and secondly,high-valent cations positively promote the binding of colloids.Permeation tests were conducted on water-rich sand layers using multi-scale mixed percolation solutions.The percolation range of the percolate within the water-rich sand layer resembled a spherical shape,and the porosity of the sand layer depended on the structural properties of the complexes formed by the interaction of suspended solids,colloids,and solutes.Based on Matlab software,the multi-scale particle penetration and migration process was simulated,considering the effects of complex boundary slippage and tortuosity.A multi-scale particle penetration and diffusion model was constructed,revealing that larger complex particle sizes resulted in smaller slippage lengths at the sand layer boundary,more pronounced tortuosity of the seepage path,and an increase in penetration and diffusion lengths.

suspended mattercolloidsolutesettlementpenetrationcomplexes

李凯帆

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武昌工学院城市建设学院,湖北武汉 430065

悬浮物 胶体 溶质 沉降 渗透 络合物

2024

新乡学院学报
新乡学院

新乡学院学报

影响因子:0.177
ISSN:2095-7726
年,卷(期):2024.41(12)