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Physical behavior of superabsorbent hydrogels in sand.

机译:超吸收性水凝胶在沙子中的物理行为。

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Swelling equilibrium and kinetics of two commercial superabsorbent gel particles—sodium polyacrylate spheres and polyacrylamide-co-potassium acrylate grains—were studied in water and in sand at room temperature. Equilibrium experiments involved swelling gel particles at different depths in saturated sand columns packed with different sand sizes. Kinetic experiments were performed in a two-dimensional cell; both gel particle size and sand particle size were varied. Water flow in gel-conditioned sand was also investigated in columns and the two-dimensional cells for different gel dosages.; The equilibrium swelling degree of gels in saturated sand was less than in water; decreasing sharply with depth in the first few centimeters, independent of sand particle size, then decreasing gradually with depth. A model was developed to describe equilibrium swelling in sand using the Flory model for polymer gels and a Cavity-Expansion model for frictional sand.; For individual gel particles the kinetic relationship between the fractional approach to equilibrium and the square root of time was sigmoidal for swelling in water and in saturated sand. This relationship was described by a model based on Fick's first law which accounted for the movement of the boundary of the gel and the time variation of the polymer volume fraction at the surface.; When water was distributed from the top of a uniform gel-conditioned bed, a gel layer formed on the surface. The gel particles, initially in the sand, were set free by the impact of the water. The released gel particles settled less rapidly than the denser sand particles. One minute after the initial disturbance of the dry sand-gel mixture, the water-borne particles settled on the surface to form a swelling gel layer.; In the water flow experiments the advance of the wetting front was impeded, while surface movement increased, with increasing gel dosages. Two models were developed to describe flow in gel-conditioned sand: Swelling Soil model and Instantaneous Equilibrium model. Both models were based on Darcy's law and accounted for the movement of solids.
机译:在室温下,在水中和沙子中研究了两种市售超吸收性凝胶颗粒(聚丙烯酸钠球和聚丙烯酰胺-丙烯酸钾共晶体)的溶胀平衡和动力学。平衡实验涉及在填充有不同粒度的饱和砂柱中,在不同深度溶胀凝胶颗粒。动力学实验是在二维单元中进行的。凝胶粒径和沙粒粒径均变化。在不同的凝胶剂量下,在柱子和二维池中还研究了凝胶条件砂中的水流。饱和砂中凝胶的平衡溶胀度小于水中。在头几厘米处,深度随深度而急剧减小,与沙子颗粒大小无关,然后随深度而逐渐减小。使用聚合物凝胶的弗洛里模型和摩擦性砂子的腔膨胀模型开发了一个描述砂中平衡溶胀的模型。对于单个凝胶颗粒,分数平衡法与时间平方根之间的动力学关系在水中和饱和砂土中溶胀时呈S型。通过基于菲克第一定律的模型描述了这种关系,该模型考虑了凝胶边界的运动和表面上聚合物体积分数的时间变化。当从均匀的凝胶调理床的顶部分配水时,在表面上形成了凝胶层。最初在沙子中的凝胶颗粒由于水的作用而释放。释放的凝胶颗粒的沉降速度不如致密的沙粒沉降快。在干沙凝胶混合物受到最初干扰后一分钟,水性颗粒沉降在表面上,形成溶胀的凝胶层。在水流实验中,随着凝胶剂量的增加,润湿前沿的发展受到了阻碍,而表面运动却增加了。开发了两种模型来描述凝胶状砂土中的流动:膨胀土壤模型和瞬时平衡模型。两种模型均基于达西定律,并说明了固体的运动。

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