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Non-invasive image processing method to map the spatiotemporal evolution of solute concentration in two-dimensional porous media 被引量:3
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作者 钱家忠 王泽坤 +2 位作者 R.M.Garrard Yong Zhang 马雷 《Journal of Hydrodynamics》 SCIE EI CSCD 2018年第4期758-761,共4页
A color visualization-based image processing method is developed in this paper to quantify the concentration evolution of the Brilliant Blue FCF transport through a two-dimensional homogeneous porous medium. A series ... A color visualization-based image processing method is developed in this paper to quantify the concentration evolution of the Brilliant Blue FCF transport through a two-dimensional homogeneous porous medium. A series of images are recorded at known time intervals, then the spatial distribution is estimated using a calibration curve, linking the gray pixel value to the solute concentration. Using a multi-dimensional concentration distribution map extraction technique the longitudinal and transverse concentration distributions could be observed with the physical model. The image-processed concentrations are then compared directly with the measured concentrations sampled at the outlet end. The tracer breakthrough curves sampled at multiple points along the central line of the medium are also compared with the solutions from the standard advection–dispersion equation model. It is shown that the non-invasive image processing method may be used to map the spatiotemporal evolution of a solute's concentration without disturbing the flow or the transport dynamics, although the measured solute breakthrough curves feature some non-Fickian dynamics that cannot be efficiently captured by the standard transport model. 展开更多
关键词 Solute transport color tracer porous media image processing method
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堤基侵蚀型管涌的砂槽试验研究 被引量:6
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作者 倪小东 左翔宇 +1 位作者 孙达明 刘忠 《工程科学与技术》 EI CAS CSCD 北大核心 2018年第2期24-31,共8页
堤基侵蚀型管涌是汛期堤防工程中常见的一种渗透变形现象,其发生完全位于堤基或坝体内部,通常不易被发现,难以及时采取相应措施予以控制。同时,随着侵蚀型管涌的发展,堤基进一步会产生不均匀沉降,最终威胁大坝的安全,因而其发展机理和... 堤基侵蚀型管涌是汛期堤防工程中常见的一种渗透变形现象,其发生完全位于堤基或坝体内部,通常不易被发现,难以及时采取相应措施予以控制。同时,随着侵蚀型管涌的发展,堤基进一步会产生不均匀沉降,最终威胁大坝的安全,因而其发展机理和破坏特性的研究一直是国内外研究的热点和难点。为探究堤基侵蚀型管涌的发生发展过程及破坏规律,通过引入多色填充砂示踪方法实现了对土样中填充细料颗粒运移的顺序和方向进行判别,从而更直观地揭示管涌发展过程。根据不同管涌土判别方法选取了3种间断级配的土样进行侵蚀型管涌双层堤基砂槽模型试验,并对现有管涌土判别方法的有效性进行了比较。同时,考虑变水头条件和土料级配两种因素对管涌侵蚀结果的影响,分析"扰动"作用与管涌发展的关系。通过研究表明:侵蚀型管涌破坏始于管涌口周围的细料流失,随着渗透侵蚀的发展,细料起动和流失位置均逐渐向上游发展;侵蚀过程中细料的流失具有明显的渐进性,而细料起动可以发生在侵蚀范围之外;外部因素或渗流稳定因素造成的"扰动"作用对侵蚀型管涌过程具有促进作用。 展开更多
关键词 双层堤基 侵蚀型管涌 彩色砂示踪 模型试验
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