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- 佐藤 邦明
- 埼玉大学工学部
書誌事項
- タイトル別名
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- Hydraulic Analysis on Groundwater Behavior Around Partially Penetrated Cut-Off Wall
- ブブン カンニュウ シャスイ ニヨル チカスイ キョドウ ノ スイリ カイセキ
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説明
In recent years, a large-scale cut-off wall has been constructed to cut the seepage flow of aquifers in those cases as the excavation works, the underground works and the underground dam in order to store the water resources in this country. It is very important to know several hydraulic effects of cut-off wall, such as the relation between the flow rate and penetration depth of wall, and the groundwater behavior resulting from the penetrated wall.<BR>This paper presents theoretically how to find the change of seepage flow rate and groundwater head by the partially penetrated cut-off wall on the basis of Aravin & Numerov theory. For the sake of practical use, the computation technique of hydraulic quantities under required conditions was proposed by the graph utilization method. The validity of method and theory was confirmed by some experiments of Hele-Shaw model.
収録刊行物
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- 応用地質
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応用地質 23 (4), 214-220, 1982
一般社団法人 日本応用地質学会
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詳細情報 詳細情報について
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- CRID
- 1390001204096166272
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- NII論文ID
- 110003356270
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- NII書誌ID
- AN00026635
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- ISSN
- 18840973
- 02867737
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- NDL書誌ID
- 2572079
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可