EVALUATION OF SCALE EFFECTS ON HYDRAULIC CHARACTERISTICS OF FRACTURED ROCK USING FRACTURE NETWORK MODEL
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- IJIRI Yuji
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- SAWADA Atsushi
- 核燃料サイクル開発機構 東海事業所
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- SAKAMOTO Kazuhiko
- 検査開発株式会社 東海事業所
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- UCHIDA Masahiro
- 核燃料サイクル開発機構 東海事業所
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- ISHIGURO Katsuhiko
- 核燃料サイクル開発機構 東海事業所
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- UMEKI Hiroyuki
- 核燃料サイクル開発機構 現在 原子力発電環境整備機構 技術部
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- OHNISHI Yuzo
- 京都大学 工学研究科土木システム工学
Bibliographic Information
- Other Title
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- 割れ目ネットワークモデルの水理特性に及ぼす割れ目スケール効果の影響
- ワレメ ネットワーク モデル ノ スイリ トクセイ ニ オヨボス ワレメ スケール コウカ ノ エイキョウ
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Abstract
It is important to take into account scale effects on fracture geometry if the modeling scale is much larger than the in-situ observation scale. The scale effect on fracture trace length, which is the most scale dependent parameter, is investigated using fracture maps obtained at various scales in tunnel and dam sites. We found that the distribution of fracture trace length follows negative power law distribution in regardless of locations and rock types. The hydraulic characteristics of fractured rock is also investigated by numerical analysis of discrete fracture network (DFN) model where power law distribution of fracture radius is adopted. We found that as the exponent of power law distribution become larger, the hydraulic conductivity of DFN model increases and the travel time in DFN model decreases.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2001 (694), 179-194, 2001-12-21
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205601597440
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- NII Article ID
- 130003984037
- 10007461997
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- NDL BIB ID
- 6032546
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed