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Characterization of unsaturated flow in dual-porosity granular media.

机译:双孔隙颗粒介质中非饱和流动的表征。

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摘要

A geological medium made up of uncemented coarse porous rock fragments may be described as a "dual-porosity granular medium" due to the presence of two types of pores; small pores within individual fragments and large pores between the fragments. Crushed stone found in heap leach piles, mine waste, backfills, rock drains, and engineered capillary barrier systems fit this description. Unsaturated flow in a dual-porosity granular medium will occur both through the fragments (matrix flow), and on the fragment surfaces (film flow). The relative influence of gravity and capillary forces on these two flow regimes will be largely different. Therefore, unsaturated flow in this type of media is expected to differ from the conventional concepts developed for application to single porosity systems.;A test column (30 cm diameter, 100 cm tall) was filled with crushed sandstone (∼1.5--3 cm diameter) as a dual-porosity granular media. Water entered the column from the top through a point source at a steady rate (8.0 ml/minute) and exited through nine equal-area sections at the bottom of the column. Inflow, outflow from each of the nine sections, weight of the column, temperature (ambient and inside the column), humidity (ambient and inside the column) and barometric pressure were measured at 2 minute intervals in four trials (2--40 days long) under variable conditions.;It was found that unsaturated flow in dual-porosity granular media is spatially non-uniform, and likely occurs in the form of narrowly focused discrete pathways. The resulting flow structure limits the matrix saturation of the rock fragments to well below 100%. The distribution of flow was observed to change spontaneously, without any apparent external perturbation. Furthermore, the flow distribution was observed to change in response to external perturbations (inflow interruption, relocation of the inlet, and reducing evaporative loss); however, the occurrence and magnitude of redistribution were not predictable.
机译:由于存在两种类型的孔隙,由未胶结的粗多孔岩石碎屑组成的地质介质可以描述为“双重孔隙性颗粒介质”。单个碎片中的小孔和碎片之间的大孔。在堆浸堆,矿山废料,回填土,排石沟和工程毛细屏障系统中发现的碎石符合此描述。在双孔隙颗粒介质中的不饱和流动将同时通过碎片(基质流)和碎片表面(膜流)发生。重力和毛细作用力对这两种流动方式的相对影响将有很大不同。因此,预计这种类型的介质中的非饱和流与开发用于单孔隙度系统的常规概念有所不同。;在测试柱(直径30厘米,高100厘米)中填充了碎砂岩(〜1.5--3厘米)直径)作为双重孔隙的颗粒介质。水以稳定的速度(8.0毫升/分钟)从顶部通过点源进入色谱柱,并从色谱柱底部的九个等面积截面流出。在四次试验(2--40天)中,每隔2分钟测量一次九个部分的流入量,流出量,色谱柱的重量,温度(色谱柱的内部和内部),湿度(色谱柱的内部和内部)和大气压力。发现在双孔粒状介质中的非饱和流动在空间上是不均匀的,并且可能以狭窄聚焦的离散路径的形式发生。最终的流动结构将岩石碎块的基质饱和度限制在100%以下。观察到流量的分布是自发变化的,没有任何明显的外部扰动。此外,观察到流量分布响应于外部扰动而发生变化(流入中断,入口重新定位和减少蒸发损失)。但是,重新分布的发生和程度是不可预测的。

著录项

  • 作者单位

    University of Nevada, Las Vegas.;

  • 授予单位 University of Nevada, Las Vegas.;
  • 学科 Hydrology.
  • 学位 M.S.
  • 年度 2010
  • 页码 229 p.
  • 总页数 229
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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