期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
粒度资料计算碎屑岩油藏束缚水饱和度新方法
1
作者 康志勇 尚策 +1 位作者 丁群 唐海龙 《天然气与石油》 2022年第5期81-89,共9页
岩心实验分析法、经验公式法和测井解释法是目前确定碎屑岩油藏束缚水饱和度的主要方法。由于成本等因素,多数评价单元都无条件用岩心实验分析法获取束缚水饱和度,只能采用精度相对较低的经验公式法或测井解释法求取。针对这一问题,在... 岩心实验分析法、经验公式法和测井解释法是目前确定碎屑岩油藏束缚水饱和度的主要方法。由于成本等因素,多数评价单元都无条件用岩心实验分析法获取束缚水饱和度,只能采用精度相对较低的经验公式法或测井解释法求取。针对这一问题,在分析碎屑岩油藏束缚水饱和度形成机理的基础上,采用碎屑岩粒度、碎屑岩体积密度、黏土矿物含量、全岩X衍射等分析项目,确定碎屑岩比表面积和碎屑颗粒表面水膜厚度等参数求取碎屑岩束缚水饱和度。由此建立了以碎屑岩颗粒直径、碎屑颗粒质量分数、岩石体积密度及黏土矿物质量分数等参数为基础的束缚水饱和度方程。采用该方程解释评价单元束缚水饱和度的精度高于测井解释法得出的精度,与岩心实验分析法中岩心间接分析法确定结果精度相当。该方程揭示了碎屑岩束缚水饱和度与水膜厚度和比表面积的乘积成正比,与岩石总孔隙度成反比,这一认识奠定了碎屑岩束缚水饱和度评价的理论基础,对低成本、高精确度确定碎屑岩束缚水饱和度具有现实意义。 展开更多
关键词 碎屑岩粒度分析 束缚水饱和度方程 比表面积 水膜厚度 质量分数 岩石体积密度 全岩X衍射 黏土矿物
下载PDF
Characteristics of rock fragments in different forest stony soil and its relationship with macropore characteristics in mountain area, northern China 被引量:5
2
作者 MENG Chen NIU Jian-zhi +3 位作者 YIN Zheng-cong LUO Zi-teng LIN Xing-na JIA Jing-wei 《Journal of Mountain Science》 SCIE CSCD 2018年第3期519-531,共13页
Rock fragments have major effect on soil macropores and water movement. However, the characteristics of rock fragments and their relationship with macropore characteristics remain elusive in forest stony soils in nort... Rock fragments have major effect on soil macropores and water movement. However, the characteristics of rock fragments and their relationship with macropore characteristics remain elusive in forest stony soils in northern mountainous area of China. The objectives of this study are to(1) use Industrial Computed Tomography(CT) scanning to quantitatively analyze rock fragment characteristics in intact soil columns in different forest lands and(2) identify the relationship between characteristics of rock fragments and that of the macropores. Intact soil columns that were 100 mm in diameter and 300 mm long were randomly taken from six local forest stony soils in Wuzuolou Forest Station in Miyun, Beijing. Industrial CT was used to scan all soil column samples, and then the scanned images were utilized to obtain the three-dimensional(3 D) images of rock fragments and macropore structures. Next, theparameters of the rock fragments and macropore structure were measured, including the volume, diameter, surface area, and number of rock fragments, as well as the volume, diameter, surface area, length, angle, tortuosity and number of macropores. The results showed that no significant difference was found in soil rock fragments content in the 10-30 cm layer between mixed forest and pure forest, but in the 0-10 cm soil layer, the rock fragments in mixed forest were significantly less than in pure forest. The number density of macropores has significant negative correlation with the number of rock fragments in the 0-10 cm soil layer, whereas this correlation is not significant in 10-20 cm and 20-30 cm soil layers. The volume density of macropore was not correlated with the volume density of rock fragments, and there is no correlation between the density of macropore surface area and the density of rock fragment surface area. Industrial CT scanning combined with image processing technology canprovide a better way to explore 3 D distribution of rock fragments in soil. The content of rock fragments in soil is mainly determined by parent rocks. The surface soil(0-10 cm) of forest contains fewer rock fragments and more macropores, which may be caused by bioturbation, root systems, gravitational settling and faunal undermining. 展开更多
关键词 Rock fragment MACROPORE Forest stone soil Mountain area Industrial Computed Tomography
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部