日本地球惑星科学連合2021年大会

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セッション記号 A (大気水圏科学) » A-GE 地質環境・土壌環境

[A-GE27] 地質媒体における流体移動、物質移行 及び環境評価

2021年6月3日(木) 10:45 〜 12:15 Ch.12 (Zoom会場12)

コンビーナ:斎藤 広隆(東京農工大学大学院農学研究院)、加藤 千尋(弘前大学農学生命科学部)、小島 悠揮(岐阜大学工学部)、濱本 昌一郎(東京大学大学院農学生命科学研究科)、座長:斎藤 広隆(東京農工大学大学院農学研究院)、Zi feng Wu (Guangzhou University)、濱本 昌一郎(東京大学大学院農学生命科学研究科)、小島 悠揮(岐阜大学工学部)

11:20 〜 11:35

[AGE27-03] [Comparison of experiments and model calculations on the capillary rise of water and the air entrapment in rock pores]

*野村 陵斗1、横山 正2、西山 直毅3 (1.広島大学大学院先進理工系科学研究科、2.広島大学大学院総合科学研究科、3.筑波大学 生命環境系)


A rock usually has pores of various sizes. Pore diameter distribution is widely measured as a fundamental information on pore structure. When a rock contacts water, water infiltrates into pores by capillary rise. In many cases, a certain amount of air is trapped in the pore and the pores are not completely filled with water. As a conventional concept that can be used to predict the extent to which the pore of each diameter is filled with water, one assumption is that the pores are filled with water in order from narrow to wide pores (van Genuchten, 1980), and the other assumption is that each pore is filled with water at the same ratio (the same ratio as whole rock water saturation) (Parker and Lenhard, 1987). Below, the former is referred to as VG model and the latter as PL model. In both the models, the amount of water in each pore diameter can be predicted based on the pore diameter distribution using a known water saturation. In this study, we are working on creating a new model that can predict the amount of water in each pore diameter in the presence of entrapped air even if the water saturation is unknown.



Our model built upon the models of Tsunazawa et al. (2016) and Yokoyama et al. (2020). The model considers a situation in which water rises from the bottom of the Y-shaped tube (radius rsupply), the tube is separated to narrow tube (radius rnarrow) and wide tube (radius rwide) at the branching point, and then merges again in an inverted-Y-shape tube at the top. When water moves in such a tube, after the branching point, water first advances only inside the narrow tube because the capillary pressure in the narrow tube is greater than that in the wide tube (Mehrabian et al. 2011; Sadjadi et al. 2015). However, when water in the narrow tube advances by a certain distance of L, the advantage of pressure in the narrow tube is lost due to the viscous resistance in the tube, and water starts to advance in the wide tube. This L value is a criterion for evaluating in which of wide tube and narrow tube the air entrapment occurs, and can be calculated theoretically by setting the values of rsupply, rnarrow, rwide, and grain size. By performing such calculations for various combinations of pore radii in the rock, the amount of water in each pore diameter in the presence of entrapped air can be predicted.



The amount of water in each pore diameter inside a water-bearing rock can be measured directly by experiments (for example, water expulsion method; Nishiyama et al., 2012; Yokoyama et al., 2020). The data of water volume in each pore diameter determined after the capillary rise experiments using various rock samples were compared with the values predicted by each of the VG model, PL model, and our model. The experimental results showed that in many cases not only narrow pores but also wide pores contained a certain amount of water. This feature can be better reproduced by the PL model and our model, compared with the VG model which predicts that narrower pores are fully filled with water whereas wider pores are kept vacant.