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ID 11619
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著者
竹下 祐二 岡山大学 Kaken ID publons researchmap
河野 伊一郎 岡山大学
抄録
The unsaturated soil hydraulic properties are essential data to predict the seepage behavior in the vadose zone. In this paper, a new experimental methodology of determining unsaturated soil hydraulic properties is proposed. The soil hydraulic properties are assumed to be represented by van Genuchten's closed-form expressions. Unknown parameters of this model are identified by using a optimization techniques. The optimization approach is nonlinear least-squares algorithm in corporating finite element analysis of one-dimensional nonsteady seepage flow. The advantages of the methods are in the possibility of identifying the optimal unsaturated soil hydraulic properties and diminishing experimental time. To evaluate availability of our proposed method, experimental results which are determined by proposed methods and conventional method are compared for decomposed granite soil.
キーワード
unsaturated hydraulic properties
back analysis
laboratory test
groundwater
出版物タイトル
岡山大学環境理工学部研究報告
発行日
1996-03
1巻
1号
出版者
岡山大学環境理工学部
出版者(別表記)
Faculty of Environmental Science and Technology, Okayama University
開始ページ
115
終了ページ
119
ISSN
1341-9099
NCID
AN10529213
資料タイプ
紀要論文
OAI-PMH Set
岡山大学
言語
英語
論文のバージョン
publisher
NAID
Eprints Journal Name
fest