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  1. 0 資料タイプ別
  2. 03 紀要論文
  1. 070 農学部
  2. 20 紀要
  3. 01 新潟大学農学部研究報告
  4. 第55巻第2号

Determination of Hydraulic Conductivity of Sand Sediment Soil Taking an Inclusion of Gravel and Cobbles into Account

http://hdl.handle.net/10191/17327
http://hdl.handle.net/10191/17327
0d90e52a-fa8f-4b4c-93eb-a6aafe58f043
名前 / ファイル ライセンス アクション
KK_55(2)_161-167.pdf KK_55(2)_161-167.pdf (438.6 kB)
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2012-01-31
タイトル
タイトル Determination of Hydraulic Conductivity of Sand Sediment Soil Taking an Inclusion of Gravel and Cobbles into Account
タイトル
言語 en
タイトル Determination of Hydraulic Conductivity of Sand Sediment Soil Taking an Inclusion of Gravel and Cobbles into Account
言語
言語 eng
キーワード
主題Scheme Other
主題 Sand sediment soil
キーワード
主題Scheme Other
主題 Hydraulic conductivity of soil
キーワード
主題Scheme Other
主題 Mass content of gravel and cobbles
キーワード
主題Scheme Other
主題 Laboratory permeability test
キーワード
主題Scheme Other
主題 Numerical calculation
キーワード
主題Scheme Other
主題 土砂堆積地盤
キーワード
主題Scheme Other
主題 土の透水係数
キーワード
主題Scheme Other
主題 礫・巨石の質量含有率
キーワード
主題Scheme Other
主題 室内透水試験
キーワード
主題Scheme Other
主題 数値計算
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ departmental bulletin paper
その他のタイトル
その他のタイトル 礫と巨石の混入を考慮した土砂堆積地盤の透水係数の推定
著者 Morii, Toshihiro

× Morii, Toshihiro

WEKO 163937

Morii, Toshihiro

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著者別名
識別子 163938
識別子Scheme WEKO
姓名 森井, 俊広
抄録
内容記述タイプ Abstract
内容記述 The procedure to estimate the hydraulic conductivity of the sand sediment that is characterized by an inclusion of large gravel particles and cobbles in it was proposed. Assuming the descriptive cylindrical soil model representing sand, gravel/cobbles and void structures and applying the continuity law of water movement to the soil model, the functional relationship between the hydraulic conductivity of the sand sediment soil to be evaluated, the hydraulic conductivity of the sand soil measured by the laboratory or field permeability test, and the mass content of the gravel and cobbles in the soil was derived. The accuracy of the functional relationship mentioned above was examined by the series of the one-dimensional permeability test. A good comparison between the measurements and the estimation by the functional relationship was obtained. A numerical example was given to show the practical influence of the mass content of the gravel/cobbles on the prediction of the storm runoff in the sand sediment soil.
抄録
内容記述タイプ Abstract
内容記述 礫と巨石が混入する土砂堆積地盤の透水係数の推定方法を提案した。まず、土砂堆積地盤を構成する砂、礫・巨石および間隙を模式的に表した円筒状の土要素モデルを想定し、流れの連続条件を適用した。これにより、土砂堆積地盤全体の透水係数、室内あるいは現場透水試験で測定される砂の透水係数、ならびに土中に占める礫・巨石の質量含有率の関係を記述する理論式を誘導した。次に、この理論式の精度を、室内一次元透水試験により調べた。試験結果と理論式から推定した値の間に良好な一致が得られた。最後に、土砂堆積地盤における豪雨流出問題を対象に、流出量の推定結果に与える礫・巨石含有率の影響を示した。
書誌情報 新潟大学農学部研究報告
en : 新潟大学農学部研究報告

巻 55, 号 2, p. 161-167, 発行日 2003-03
出版者
出版者 新潟大学農学部
ISSN
収録物識別子タイプ ISSN
収録物識別子 03858634
書誌レコードID
収録物識別子タイプ NCID
収録物識別子 AN00183393
著者版フラグ
値 publisher
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