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作 者:陈星欣[1] 白冰[1] 闫瑜龙[1] 贾丁云[1]
机构地区:[1]北京交通大学土木建筑工程学院,北京100044
出 处:《岩土力学》2012年第8期2343-2348,共6页Rock and Soil Mechanics
基 金:国家自然科学基金资助项目(No.50978022);中央高校基本科研业务费专项资金资助项目(No.2011YJS047)
摘 要:多孔介质中悬浮颗粒迁移和沉积特性的研究对地下污染物净化、石油开采、核废料处置、水土保持等有很重要的意义。对4种不同浓度的悬浮颗粒在3种不同的渗流速度下进行室内试验,研究悬浮颗粒的浓度对其迁移和沉积特性的影响。结果表明,在一定的悬浮颗粒浓度下,随着渗流速度的增加,穿透曲线中的悬浮颗粒的相对浓度也增大。同时,渗流速度一定时,悬浮颗粒的浓度存在一个临界值,小于该临界值,穿透曲线中的相对浓度随悬浮颗粒的浓度增大而增大;大于该临界值时,相对浓度随悬浮颗粒的浓度增大而减小。另外,悬浮颗粒的临界浓度是与渗流速度相关的,随着渗流速度增加,悬浮颗粒的临界浓度也逐渐增大。Suspended particles transport and deposition in porous media play an important role in pollutant purification, oil exploration, nuclear waste disposal, water- soil conservation. In order to study the effect of suspended particles concentration on the breakthrough curves, 4 different suspended particle concentrations have been studied under 3 flow velocities in columns of saturated porous media. The studies show that, under constant suspended particle concentration, the relative concentration is increase with the flow velocity. Meanwhile, under a constant flow velocity, there exists a critical concentration for suspended particles. Below the critical concentration, relative concentration in breakthrough curves is in creased with the suspended particles concentration; but the trend is inversely when the suspended particle concentration is more than the critical value. Besides, the critical concentration of suspended particles is related to the flow velocity; the critical value is increased with the flow velocity.
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